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JP7356693B2 - How to construct a lattice structure - Google Patents
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JP7356693B2 - How to construct a lattice structure - Google Patents

How to construct a lattice structure Download PDF

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JP7356693B2
JP7356693B2 JP2019058279A JP2019058279A JP7356693B2 JP 7356693 B2 JP7356693 B2 JP 7356693B2 JP 2019058279 A JP2019058279 A JP 2019058279A JP 2019058279 A JP2019058279 A JP 2019058279A JP 7356693 B2 JP7356693 B2 JP 7356693B2
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grid
lattice
welded wire
wire mesh
fixing
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JP2020056290A (en
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一 米澤
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Risevalley Co
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本発明は、コンクリート内に埋設される溶接金網又は網状のフェンス等、縦条材と横条材とを格子状に構成してなる複数の格子状体を施工する方法に関する。 The present invention relates to a method for constructing a plurality of lattice-like bodies, such as welded wire meshes or net-like fences, which are embedded in concrete and are formed by vertical strips and horizontal strips arranged in a lattice shape.

建物の床といった構造物を建造すべくコンクリートを打設する場合、当該構造物の強度を増大させ、また構造物にクラックが発生することを防止するために、コンクリート内に複数枚の溶接金網を埋設させている。 When pouring concrete to construct a structure such as the floor of a building, multiple welded wire meshes are placed inside the concrete to increase the strength of the structure and to prevent cracks from occurring in the structure. It is buried.

図32は従来の溶接金網の施工方法を説明する説明図であり、図中、WMは溶接金網である。溶接金網WMは、複数の縦条材W1,W1,…と横条材W2,W2,…とを格子状に配してなり、縦条材W1,W1,…と横条材W2,W2,…とが交差する部分を相互に溶接にて固定してある。 FIG. 32 is an explanatory diagram illustrating a conventional welded wire mesh construction method, and in the figure, WM is a welded wire mesh. The welded wire mesh WM is formed by arranging a plurality of vertical strips W1, W1,... and horizontal strips W2, W2,... in a lattice shape, and the vertical strips W1, W1,... and the horizontal strips W2, W2,... The intersecting portions are fixed by welding to each other.

施工対象領域の周囲に図示しない型枠を立設しておき、当該型枠内の全域に複数の溶接金網WM,WM,…を敷設する。このとき、相隣る溶接金網WM,WMはその縁部が複数の枡目(図32にあっては1枡目)ずつ重畳するようにしてある。次に、溶接金網WM,WM,…を順に持ち上げ、図32に示したように、施工対象面と溶接金網WM,WM,…との間にブロックといったスペーサ30,30,…を介装させ、スペーサ30,30,…上に溶接金網WM,WM,…を載置する。このようにスペーサ30,30,…上に溶接金網WM,WM,…を担持することによって、施工対象面から所定寸法だけ隔てた位置に溶接金網WM,WM,…を保持する。 A formwork (not shown) is erected around the area to be constructed, and a plurality of welded wire meshes WM, WM, . . . are laid throughout the entire area within the formwork. At this time, the edges of the adjacent welded wire meshes WM, WM are arranged to overlap each other by a plurality of squares (the first square in FIG. 32). Next, the welded wire meshes WM, WM, ... are lifted in order, and spacers 30, 30, ... such as blocks are interposed between the construction target surface and the welded wire meshes WM, WM, ..., as shown in FIG. Welded wire meshes WM, WM, ... are placed on the spacers 30, 30, .... By supporting the welded metal meshes WM, WM, . . . on the spacers 30, 30, . . . in this manner, the welded metal meshes WM, WM, .

そして、相隣る溶接金網WM,WMの重畳部分に、例えば溶接金網上で作業する作業員によって踏まれた場合であっても相互ズレが発生することを防止するために、針金等の短寸の条材を用いてなる結束材B,B,…によって、重畳する両溶接金網WM,WMを相互に結束する。このようにして施工対象領域に溶接金網WM,WM,…への施工が終了した後、型枠内へコンクリートを溶接金網WM,WM,…が埋入する所定深さまで投入し、投入したコンクリートの表面を均すのである。 In order to prevent mutual misalignment from occurring in the overlapped portions of adjacent welded wire meshes WM, WM, even if stepped on by a worker working on the welded wire meshes, for example, a short piece of wire, etc. Both overlapping welded wire meshes WM, WM are bound to each other by binding members B, B, . . . made of strips. After completing the construction of the welded wire meshes WM, WM, ... in the construction target area in this way, concrete is poured into the formwork to a predetermined depth where the welded wire meshes WM, WM, ... are embedded, and the poured concrete is It smoothes the surface.

しかし、このような結束作業は各溶接金網WM,WM,…が相互に重畳させた全ての領域に対して実施する必要がある上に、各領域それぞれに多くの結束箇所が存在するため、比較的大きな面積の構造物を建造する場合、熟練した作業員が複数人必要となるのに加え、熟練した作業員であっても全ての結束箇所の作業が終了するまでに長時間を要していた。 However, such binding work needs to be performed on all areas where each welded wire mesh WM, WM, ... overlaps with each other, and there are many binding points in each area, so it is difficult to compare When constructing a structure with a large area, multiple skilled workers are required, and even skilled workers take a long time to complete the work at all the tie points. Ta.

そのため、後記する特許文献1には、鉄筋コンクリート用の棒鋼を用いてなる複数の横条材と、合成樹脂材又は金属材を紐状又は帯板状に成形してなる複数の縦条材とを簾状に連結してなる先組みの金網が提案されている。かかる金網にあっては、前同様、相隣る金網の縁部を相互に重畳させ、両金網の重畳部分を互いに結束するが、当該金網の面積は前述した溶接金網WMより面積が広いため結束箇所が少なく、従って結束作業に要する時間を短縮することができる。一方、本金網は、横条材の中心軸と平行をなす軸回りに、ロール状に巻回することができるため、金網の運搬作業が容易になるとともに、敷設場所においてロール状になした金網を巻き戻すことによって、当該金網を敷設領域に展開敷設することができるため、前述した溶接金網WM,WM,…を敷設する場合に比べて、敷設作業を効率的に行うことができる。 Therefore, Patent Document 1, which will be described later, describes a plurality of horizontal strips made of steel bars for reinforced concrete and a plurality of vertical strips made of synthetic resin material or metal material shaped into strings or strips. A pre-assembled wire mesh connected in a blind-like manner has been proposed. In such a wire mesh, as before, the edges of adjacent wire meshes are overlapped with each other, and the overlapping portions of both wire meshes are bound together, but since the area of the wire mesh is wider than the welded wire mesh WM described above, it is difficult to bundle. There are fewer locations, so the time required for the bundling work can be shortened. On the other hand, this wire mesh can be wound into a roll around an axis that is parallel to the central axis of the horizontal strip material, making it easier to transport the wire mesh. By unwinding the welded wire mesh, the wire mesh can be laid out in the installation area, so the laying work can be performed more efficiently than in the case of laying the welded wire meshes WM, WM, . . . described above.

しかしながら、前述したいずれの施工方法にあっても、溶接金網WM又はロール状から展開した金網は、スペーサ30,30,…上に載置するだけであるため、前述した結束材B,B,…による結束作業中に各溶接金網WM,WM,…又は各金網にずれが発生した場合、当該部分に配されたスペーサ30,30,…の位置を再度調整しなければならないという問題があった。そのため、後記する特許文献2には次のようなスペーサが開示されている。 However, in any of the construction methods described above, the welded wire mesh WM or the wire mesh developed from a roll is simply placed on the spacers 30, 30, . . . , so the binding materials B, B, . When a shift occurs in each welded wire mesh WM, WM, . . . or each wire mesh during the bundling operation, there is a problem in that the positions of the spacers 30, 30, . Therefore, the following spacer is disclosed in Patent Document 2, which will be described later.

図33は特許文献2に開示されたスペーサの使用様態を示す斜視図である。スペーサ131は、5~6mm程度の直径の金属線材を屈曲成形してなり、所定距離を隔てて立ち上げた2本の立ち上がり部131c,131cと、両立ち上がり部131c,131cの間に形成され、溶接金網を構成する鉄線を支持する鉄線支持部131gと、両立ち上がり部131c,131cの下端からそれぞれ水平に折曲され、デッキプレートDP上に載置される載置部131b,131bとを備えている。また、前記鉄線支持部131gには、両立ち上がり部131c,131cの上端から水平方向へ延設した下側横向き部131d,131dと、両下側横向き部131d,131dからそれぞれ湾曲して立ち上がった弧状部131e,131eと、両弧状部131e,131eの上端間を繋ぐ水平な上側横向き部131fとを有し、側面視が扁平な螺旋状になしてある。ここで、両下側横向き部131d,131dと上側横向き部131fとの間の内寸は、溶接金網を構成する鉄線の外径より大きくしてある。 FIG. 33 is a perspective view showing how the spacer disclosed in Patent Document 2 is used. The spacer 131 is formed by bending and forming a metal wire with a diameter of about 5 to 6 mm, and is formed between two rising portions 131c, 131c that are spaced apart from each other by a predetermined distance, and between both rising portions 131c, 131c. The iron wire support part 131g supports the iron wire constituting the welded wire mesh, and the mounting parts 131b, 131b are bent horizontally from the lower ends of both rising parts 131c, 131c, and are placed on the deck plate DP. There is. The iron wire support portion 131g also includes lower horizontal portions 131d, 131d extending horizontally from the upper ends of both rising portions 131c, 131c, and arc-shaped portions curved and rising from both lower horizontal portions 131d, 131d, respectively. It has portions 131e, 131e and a horizontal upper horizontal portion 131f connecting the upper ends of both arcuate portions 131e, 131e, and has a flat spiral shape when viewed from the side. Here, the inner dimension between the lower horizontal portions 131d, 131d and the upper horizontal portion 131f is larger than the outer diameter of the iron wire constituting the welded wire mesh.

このようなスペーサ131にあっては、デッキプレートDP上に敷設された溶接金網WMを持ち上げ、当該溶接金網WMを構成する鉄線を螺旋状の鉄線支持部131g内へ挿入し、その状態で当該溶接金網WMを下すことによって、スペーサ131の載置部131b,131bをデッキプレートDPに当接させ、スペーサ131をデッキプレートDP上に立脚させる。このとき、鉄線支持部131g内へ挿入された鉄線は、当該スペーサ131の両下側横向き部131d,131d上に担持される。 In such a spacer 131, the welded wire mesh WM laid on the deck plate DP is lifted, the iron wire constituting the welded wire mesh WM is inserted into the spiral iron wire support portion 131g, and in this state, the welded wire mesh WM is By lowering the wire mesh WM, the mounting portions 131b, 131b of the spacer 131 are brought into contact with the deck plate DP, and the spacer 131 is made to stand on the deck plate DP. At this time, the iron wire inserted into the iron wire support portion 131g is supported on both lower horizontal portions 131d, 131d of the spacer 131.

特開平9-209500号公報Japanese Patent Application Publication No. 9-209500 特開2010-189855号公報Japanese Patent Application Publication No. 2010-189855

しかしながら、特許文献2に開示されたスペーサ131にあっては、スペーサ131の鉄線支持部131g内へ溶接金網WMの鉄線を挿入させる作業は、前同様、一部を重畳させた各溶接金網WM,WM,…を作業員が持ち上げて行わなければならないため、作業員に重労働を強いるのに加え、溶接金網WMの鉄線へのスペーサ131の取り付け作業に長時間を要するという問題があった。一方、溶接金網WMを構成する鉄線を螺旋状の鉄線支持部131g内へ挿入することによって、それ以後はスペーサ131が溶接金網WMの動きに追従するものの、当該スペーサ131は溶接金網WMに固定されていないため、敷設した溶接金網WMにずれが発生して、当該溶接金網WMの位置を調整する場合に、スペーサ131の鉄線支持部131g内へ挿入された鉄線が両下側横向き部131d,131dからずれることがあり、かかる場合、溶接金網WMのスペーサ131を取り付けた部分を再度持ち上げ、当該スペーサ131を再調整しなければならなかった。 However, in the spacer 131 disclosed in Patent Document 2, the work of inserting the iron wire of the welded wire mesh WM into the iron wire support portion 131g of the spacer 131 is performed by inserting each welded wire mesh WM partially overlapped with each other, as before. Since the worker has to lift the WM,..., there is a problem that not only is the worker forced to do heavy labor, but also that it takes a long time to attach the spacer 131 to the iron wire of the welded wire mesh WM. On the other hand, by inserting the iron wire constituting the welded wire mesh WM into the spiral iron wire support portion 131g, the spacer 131 follows the movement of the welded wire mesh WM after that, but the spacer 131 is not fixed to the welded wire mesh WM. Therefore, when a shift occurs in the welded wire mesh WM that has been laid and the position of the welded wire mesh WM is adjusted, the iron wire inserted into the iron wire support portion 131g of the spacer 131 will be inserted into the lower horizontal portions 131d, 131d. In such a case, the part of the welded wire mesh WM to which the spacer 131 was attached had to be lifted again and the spacer 131 had to be readjusted.

更に、かかるスペーサ131を用いた場合であっても、複数の溶接金網を施工するには各溶接金網を相互に結束しなければならず、結束作業に伴う前述した問題は解消されていない。 Furthermore, even when such a spacer 131 is used, in order to construct a plurality of welded wire meshes, each welded wire mesh must be bound together, and the above-mentioned problems associated with the bundling work remain unresolved.

本発明は斯かる事情に鑑みてなされたものであって、作業員に重労働を強いることなく、未熟な作業員であっても複数の格子状体を短時間で確実に施工することができる方法を提供する。 The present invention has been made in view of such circumstances, and provides a method that allows even inexperienced workers to reliably construct multiple lattice structures in a short time without forcing the workers to do heavy labor. I will provide a.

(1)本発明に係る格子状体の施工方法は、格子状に配した複数の縦条材及び複数の横条材が交差する部分を接合してなり、各縦条材及び各横条材にて形成された複数の枡目を有する一の格子状体の縁部上に他の格子状体の縁部を重畳させ、両者の重畳部分を互いに固定する操作を繰り返して、施工対象面に複数の格子状体を施工する格子状体の施工方法であって、各格子状体を配置する位置である配置位置、及び各格子状体を配置する順番である配置順を予め定めておき、前記一の格子状体に固定させるための固定部と、前記他の格子状体の縦条材又は横条材を結合させるための結合手段とを有する1又は複数の固定具を、各格子状体の縁部の所定位置に固定し、前記配置順に応じて、該当する配置位置に配置した一の格子状体の縁部上に、前記配置順に応じて、該当する配置位置に配置した他の格子状体の縁部を重畳させ、次に、重畳させた他の格子状体の縁部に押圧を印加することによって、一の格子状体の縁部に固定された1又は複数の固定具の結合手段に、当該他の格子状体の縦条材又は横条材を結合させて、両格子状体を固定することを特徴とする。 (1) The method for constructing a lattice-like body according to the present invention is to join the intersections of a plurality of longitudinal members and a plurality of horizontal members arranged in a lattice pattern, and each longitudinal member and each horizontal member The edges of one grid-like body having multiple squares formed in the process are overlapped with the edges of the other grid-like body, and the overlapped parts of the two are repeatedly fixed to each other to form a surface to be constructed. A method for constructing a lattice-like body in which a plurality of lattice-like bodies are constructed, the arrangement position being a position where each lattice-like body is arranged, and the arrangement order being the order in which each lattice-like body is to be arranged, the method comprising: One or more fixing devices having a fixing part for fixing to the one grid-like body and a coupling means for coupling the vertical strips or horizontal strips of the other grid-like body are attached to each grid-like body. Fixed at a predetermined position on the edge of the body, on the edge of one grid-like body placed at the corresponding position according to the above arrangement order, another placed at the corresponding arrangement position according to the above arrangement order. One or more fixtures fixed to the edge of one grid-like body by overlapping the edges of the grid-like body and then applying pressure to the edges of the other superimposed grid-like body It is characterized in that the vertical strips or the horizontal strips of the other grid-like body are coupled to the coupling means of the above, thereby fixing both grid-like bodies.

本発明の格子状体の施工方法にあっては、格子状に配した複数の縦条材及び複数の横条材が交差する部分を接合してなり、各縦条材及び各横条材にて形成された複数の枡目を有する一の格子状体の縁部上に他の格子状体の縁部を重畳させ、両者の重畳部分を互いに固定する操作を繰り返して、施工対象面に複数の格子状体を施工する。この際、施工対象面において、各格子状体を配置する位置である配置位置、及び各格子状体を配置する順番である配置順を予め定めておく。従って、作業員たる施工者は予め定められた配置位置に、予め定められた配置順で各格子状体をそれぞれ配置すればよく、未熟な施工者であっても複数の格子状体を短時間で確実に配置することができる。ここで、予め定められた格子状体の配置位置及び配置順は施工設計図として取得されるので、施工者は施工設計図に従って各格子状体を予め定められた配置位置に、予め定められた配置順で配置する。 In the method for constructing a lattice-like body of the present invention, the intersections of a plurality of longitudinal members and a plurality of horizontal members arranged in a lattice shape are joined, and each longitudinal member and each horizontal member are connected to each other. The edges of one grid-like body having a plurality of squares formed by the grid are overlapped with the edges of the other grid-like body, and the overlapped portions of the two are repeatedly fixed to each other. A grid structure will be constructed. At this time, on the surface to be constructed, the arrangement position, which is the position in which each grid-like body is arranged, and the arrangement order, which is the order in which each grid-like body is arranged, are determined in advance. Therefore, the constructor, who is a worker, only has to place each grid-like body in a predetermined arrangement position and in a predetermined arrangement order, and even an inexperienced constructor can easily place multiple grid-like bodies in a short time. can be placed securely. Here, the predetermined arrangement positions and arrangement order of the lattice-like bodies are obtained as a construction blueprint, so the builder can place each lattice-like body in the predetermined position according to the construction blueprint. Arrange in order of arrangement.

また、本発明にあっては、前記一の格子状体に固定させるための固定部と、前記他の格子状体の縦条材又は横条材を結合させるための結合手段とを有する1又は複数の固定具を用いる。即ち、施工対象面に、相隣る両格子状体を両者の縁部が互いに重畳するように施工するが、施工対象面に先に配置される一の格子状体の相対的に下側となる縁部の所定位置に、1又は複数の固定具を各固定具に設けられた各固定部を用いてそれぞれ固定させる。これら各固定具には、当該一の格子状体の縁部上に重畳される他の格子状体を構成する縦条材又は横条材を結合させるための結合手段がそれぞれ設けてある。 Further, in the present invention, a fixing portion for fixing to the one grid-like body and a coupling means for coupling the vertical strip members or the horizontal strip members of the other grid-like body are provided. Use multiple fixtures. That is, both adjacent lattice bodies are constructed on the surface to be constructed so that their edges overlap each other, but the edges of the two lattice bodies are constructed on the surface to be constructed so that their edges overlap with each other. One or more fixtures are fixed to predetermined positions on the edge using respective fixing parts provided on each fixture. Each of these fixtures is provided with a coupling means for coupling the vertical strips or horizontal strips constituting another grid-like body superimposed on the edge of the one grid-like body.

そして、前記配置順に応じて、該当する配置位置に配置した一の格子状体の縁部上に、前記配置順に応じて、該当する配置位置に配置した他の格子状体の縁部を重畳させ、次に、重畳させた他の格子状体の縁部に押圧を印加することによって、一の格子状体の縁部に固定された1又は複数の固定具の結合手段に、当該他の格子状体の縦条材又は横条材を結合させて、両格子状体を固定する。 Then, according to the arrangement order, the edge of the other grid-like body arranged at the corresponding arrangement position is superimposed on the edge of one grid-like member arranged at the corresponding arrangement position according to the arrangement order. Next, by applying pressure to the edge of the other grid-like body superimposed on the other grid-like body, the coupling means of the one or more fixtures fixed to the edge of one grid-like body is connected to the other grid-like body. The vertical strips or horizontal strips of the lattice-shaped bodies are joined together to fix both the lattice-shaped bodies.

このように、固定具を固定した一の格子状体の縁部上に他の格子状体の縁部を重畳させ、他の格子状体の縁部に押圧を印加するだけで、前記固定具にて両格子状体をワンタッチで結合固定することができる。従前のような結束作業が不要であるため、施工者に重労働を強いることなく、未熟な施工者であっても複数の格子状体を短時間で確実に施工することができる。 In this way, by simply superimposing the edge of the other grid-like body on the edge of one grid-like body to which the fixture is fixed, and applying pressure to the edge of the other grid-like body, the fixture can be fixed. Both lattice bodies can be connected and fixed with one touch. Since the conventional binding work is not required, even an inexperienced constructor can reliably construct multiple lattice-like bodies in a short time without forcing the constructor to do heavy labor.

加えて、配置順に応じて、該当する他の格子状体を配置位置に配置する都度、当該他の格子状体の縁部に押圧を印加することによって、先に配置した一の格子状体とワンタッチで結合固定することができるため、施工作業を可及的に効率化することができる。 In addition, depending on the arrangement order, each time a corresponding other grid-like body is placed at the placement position, pressure is applied to the edge of the other grid-like body, so that the grid-like body is Since it can be connected and fixed with one touch, construction work can be made as efficient as possible.

)本発明に係る格子状体の施工方法は、前記配置順を定めるに際して、前記格子状体の表裏を定めることを特徴とする。 ( 4 ) The method for constructing a lattice-like body according to the present invention is characterized in that when determining the arrangement order, front and back sides of the lattice-like body are determined.

本発明の格子状体の施工方法にあっては、配置順を定めるに際して、前記格子状体の表裏を定める。例えば、格子状体の各縦条材が上側であり、各横条材が下側である場合を表とし、逆の場合、即ち格子状体の各縦条材が下側であり、各横条材が上側である場合を裏とすると、一の格子状体を表の状態で配置し、他の格子状体を裏の状態で配置すると、両格子状体にあって、両者の縦条材が互いに対向し得るように配置されるため、それらを同じ面内で互いに相隣るように両格子状体を配置することができる。なお、表裏の定義は、この逆であってもよい。ここで、定められた格子状体の表裏は施工設計図として取得されるので、施工者は施工設計図に従って各格子状体を予め定められた表裏になるように配置する。 In the method for constructing a lattice-like body of the present invention, when determining the arrangement order, the front and back sides of the lattice-like body are determined. For example, if each longitudinal member of the lattice is on the upper side and each horizontal member is on the lower side, the table is used, and vice versa, i.e., each longitudinal member of the lattice is on the lower side and each horizontal member is on the lower side. If the strip is on the upper side, it is the back, and if one grid is placed face up and the other grid is placed on the back, then the vertical strips on both grids will be Since the members are arranged so that they can face each other, both grid bodies can be arranged so that they are adjacent to each other in the same plane. Note that the definition of front and back may be the opposite. Here, since the front and back sides of the predetermined lattice-like bodies are obtained as a construction design drawing, the builder arranges each lattice-like body so that the front and back sides are the predetermined front and back sides according to the construction design drawing.

)本発明に係る格子状体の施工方法は、施工対象面の行方向へ、表の格子状体と裏の格子状体とを交互に配置し、また施工対象面の列方向へ、表裏が同じ格子状体を配置する、又は、施工対象面の列方向へ、表の格子状体と裏の格子状体とを交互に配置し、また施工対象面の行方向へ、表裏が同じ格子状体を配置することを特徴とする。 ( 5 ) The method for constructing a lattice-like body according to the present invention is to alternately arrange the front lattice-like body and the back lattice-like body in the row direction of the construction target surface, and in the column direction of the construction target surface. Placing grid-like bodies with the same front and back sides, or placing grid-like bodies on the front side and grid-like bodies on the back side alternately in the column direction of the work surface, and also placing the same front and back faces in the row direction of the work target surface. It is characterized by the arrangement of grid-like bodies.

本発明の格子状体の施工方法にあっては、施工対象面の行方向へ、表の格子状体と裏の格子状体とを交互に配置し、また施工対象面の列方向へ、表裏が同じ格子状体を配置する。前同様、格子状体の各縦条材が上側であり、各横条材が下側である場合を表とし、格子状体の各縦条材が下側であり、各横条材が上側である場合を裏とすると、行方向に相隣る両格子状体が表裏の順に配置されると、両格子状体の各縦条材が互いに対向し得るように配置されるため、それらを同じ面内で互いに相隣るように両格子状体を配置することができる。また、行方向に相隣る両格子状体が裏表の順に配置されると、両格子状体の各横条材が互いに対向し得るように配置されるため、それらを同じ面内で互いに相隣るように両格子状体を配置することができる。これによって、一の格子状体と他の格子状体とを重畳させた部分の厚みを可及的に小さくすることができる。 In the method for constructing a lattice-like body of the present invention, the front lattice-like body and the back lattice-like body are arranged alternately in the row direction of the construction target surface, and the front and back grid bodies are arranged alternately in the row direction of the construction target surface. Place the same grid. As before, each longitudinal member of the lattice-like body is on the upper side and each horizontal member is on the lower side. If the two grid bodies that are adjacent to each other in the row direction are arranged in the order of front and back, the vertical strips of both grid bodies are arranged so that they can face each other, so they can be Both grid bodies can be arranged adjacent to each other in the same plane. Furthermore, when both grid-like bodies adjacent to each other in the row direction are arranged front to back, the horizontal strips of both grid-like bodies are arranged so as to be able to face each other, so that they can be placed in opposition to each other within the same plane. Both grid bodies can be arranged next to each other. Thereby, the thickness of the portion where one lattice-like body and another lattice-like body are overlapped can be made as small as possible.

又は、施工対象面の列方向へ、表の格子状体と裏の格子状体とを交互に配置し、また施工対象面の行方向へ、表裏が同じ格子状体を配置する。この場合も前同様、列方向に相隣る両格子状体が表裏の順に配置されると、両格子状体の各縦条材が互いに対向し得るように配置されるため、それらを同じ面内で互いに相隣るように両格子状体を配置することができる。また、列方向に相隣る両格子状体が裏表の順に配置されると、両格子状体の各横条材が互いに対向し得るように配置されるため、それらを同じ面内で互いに相隣るように両格子状体を配置することができる。これによって、一の格子状体と他の格子状体とを重畳させた部分の厚みを可及的に小さくすることができる。ここで、前同様、格子状体の表裏は施工設計図として取得されるので、施工者は施工設計図に従って各格子状体を予め定められた表裏になるように配置する。 Alternatively, grid-like bodies on the front and grid-like bodies on the back are arranged alternately in the column direction of the surface to be constructed, and grid-like bodies having the same front and back sides are arranged in the row direction of the surface to be constructed. In this case, as before, when both grid-like bodies that are adjacent to each other in the column direction are arranged in the order of front and back, each longitudinal member of both grid-like bodies is arranged so that they can face each other, so they are placed on the same surface. Both lattice bodies can be arranged next to each other within the lattice structure. Furthermore, when both grid bodies that are adjacent to each other in the column direction are arranged in the order of front and back, the horizontal strips of both grid bodies are arranged so that they can face each other. Both grid bodies can be arranged next to each other. Thereby, the thickness of the portion where one lattice-like body and another lattice-like body are overlapped can be made as small as possible. Here, as before, the front and back sides of the lattice-like bodies are acquired as a construction design drawing, so the builder arranges each lattice-like body so that the front and back sides are predetermined according to the construction design drawing.

)本発明に係る格子状体の施工方法は、前記配置位置を定めるに際して、当該施工対象面に係る建築物の設計図に基いて、各格子状体の形状を定め、定めた形状に各格子状体を加工しておくことを特徴とする。 ( 6 ) In the method for constructing a lattice-like body according to the present invention, when determining the placement position, the shape of each lattice-like body is determined based on the blueprint of the building related to the construction target surface, and the shape of each lattice-like body is determined in the determined shape. A feature is that each grid-like body is processed in advance.

本発明の格子状体の施工方法にあっては、配置位置を定めるに際して、当該施工対象面に係る建築物の設計図に基いて、当該配置位置に対応する各格子状体の形状を定める。そして、定めた形状に各格子状体を加工しておく。これによって、設計図に応じた形状の格子状体を得ておくことができ、各格子状体の施工作業をより短時間で実施することができる。ここで、各格子状体の形状は施工設計図として取得されるので、施工者は施工設計図に従った形状となるように、各格子状体を加工しておく。 In the method for constructing a lattice-like body of the present invention, when determining the placement position, the shape of each lattice-like body corresponding to the placement position is determined based on the blueprint of the building related to the construction target surface. Then, each grid-like body is processed into a predetermined shape. As a result, it is possible to obtain grid-like bodies having shapes according to the design drawings, and construction work for each grid-like body can be carried out in a shorter time. Here, since the shape of each lattice-like body is acquired as a construction design drawing, the builder processes each lattice-like body so that it has a shape according to the construction design drawing.

(1)本発明に係る格子状体の施工方法は、前記(1)に加えて、前記一の格子状体と他の格子状体とは、前記施工対象面に対向する両者の枡目の位置が、相互に異なるように重畳させることを特徴とする。 (1) In addition to the above (1), in the method for constructing a lattice-like body according to the present invention, the first lattice-like body and the other lattice-like body have squares of both facing the construction target surface. It is characterized in that the positions are superimposed so that they are different from each other.

本発明の格子状体の施工方法にあっては、一の格子状体と他の格子状体とは、前記施工対象面に対向する両者の枡目の位置が、例えば互いに1.5つ分の枡目を重畳させるというように、相互に異なるように重畳させる。これによって、高い結合強度を維持したまま、相隣る構造強度の重畳領域を小さくすることができるため、格子状体のロスを可及的に少なくすることができる。ここで、各格子状体の施工対象面に対向する両者の枡目の位置は施工設計図として取得されるので、施工者は施工設計図に従って各格子状体を施工する。 In the method for constructing a lattice-like body of the present invention, the positions of the meshes of the one lattice-like body and the other lattice-like body facing the construction target surface are, for example, 1.5 times apart from each other. The grids are superimposed in different ways, such as overlapping the squares. As a result, it is possible to reduce the overlapping region of adjacent structural strengths while maintaining a high coupling strength, and therefore it is possible to reduce loss in the lattice body as much as possible. Here, since the positions of both grids facing the construction target surface of each grid body are acquired as a construction design drawing, the builder constructs each grid body according to the construction design drawing.

)本発明に係る格子状体の施工方法は、更に前記(1)に加えて、前記固定具として、一の格子状体の相隣る縦条材又は相隣る横条材にそれぞれ固定させるための対をなす固定部を具備し、前記結合手段は対をなす両固定部の間の領域に配設してある固定具を用いることを特徴とする。 ( 1 ) In addition to the above-mentioned (1), the method for constructing a lattice-like body according to the present invention further includes, as the fixing device, each of adjacent vertical strips or adjacent horizontal strips of one lattice-shaped body. It is characterized in that it comprises a pair of fixing parts for fixing, and the coupling means uses a fixing tool disposed in a region between the pair of fixing parts.

本発明の格子状体の施工方法にあっては、次のような固定具を用いる。即ち、当該固定具は、前述した一の格子状体の相隣る縦条材又は相隣る横条材にそれぞれ固定させるための対をなす固定部を具備しており、それら対をなす両固定部の間の領域に結合手段が配設してある。前述した如く、一の格子状体と他の格子状体とを、前記施工対象面に対向する両者の枡目の位置が相互に異なるように重畳させた場合、一の格子状体の相隣る縦条材の間、又は相隣る横条材の間に、他の格子状体の縦条材又は横条材が位置するため、当該他の格子状体の縦条材又は横条材と前記固定具の結合手段に結合させる。これによって、ワンタッチで両格子状体を結合固定させることができる。 In the method for constructing a lattice-like body according to the present invention, the following fixing tool is used. That is, the fixing device is equipped with a pair of fixing parts for fixing to the adjacent vertical strips or the adjacent horizontal strips of the above-mentioned one lattice body, and both of the pairs Coupling means are arranged in the area between the fixing parts. As mentioned above, when one grid-like body and another grid-like body are overlapped so that the positions of the grids of both bodies facing the construction target surface are different from each other, the adjacent grid-like bodies of one grid-like body Because the vertical strips or horizontal strips of another lattice-like body are located between the vertical strips or between the adjacent horizontal strips, the vertical strips or horizontal strips of the other lattice-shaped body are and to the coupling means of the fixture. As a result, both grid bodies can be combined and fixed with one touch.

)本発明に係る格子状体の施工方法は、行方向に相隣る一の格子状体の縁部に配置する固定具は、その対をなす固定部を当該格子状体の相隣る縦条材にそれぞれ固定させ、当該固定具の結合手段に、行方向に相隣る他の格子状体の縦条材を結合させ、列方向に相隣る一の格子状体の縁部に配置する固定具は、その対をなす固定部を当該格子状体の相隣る横条材にそれぞれ固定させ、当該固定具の結合手段に、列方向に相隣る他の格子状体の横条材を結合させることを特徴とする。 ( 2 ) In the method for constructing a lattice-like body according to the present invention, the fixing devices arranged at the edges of one lattice-like body adjacent to each other in the row direction are arranged so that the pair of fixing parts are placed next to each other in the lattice-like body. The vertical strips of other grid-like bodies adjacent in the row direction are connected to the coupling means of the fixing device, and the edges of one grid-like body adjacent in the column direction are The fixing device arranged in the row has its pair of fixing parts fixed to the adjacent horizontal strip members of the grid-like body, and the coupling means of the fixing device has the fixing parts of the fixing parts arranged in pairs fixed to the horizontal strip members adjacent to each other in the grid-like body, and It is characterized by joining horizontal strips.

本発明の格子状体の施工方法にあっては、行方向に相隣る一の格子状体の縁部に配置する固定具は、その対をなす固定部を当該格子状体の相隣る縦条材にそれぞれ固定させ、当該固定具の結合手段に、行方向に相隣る他の格子状体の縦条材を結合させる。これによって、両格子状体が行方向へ相互に摺動することが防止される。 In the method for constructing a lattice-like body of the present invention, the fixing devices arranged at the edges of one lattice-like body adjacent to each other in the row direction are arranged so that the pair of fixing parts are placed at the edges of one lattice-like body adjacent to each other in the row direction. The vertical strips of other grid-like bodies adjacent to each other in the row direction are coupled to the coupling means of the fixture. This prevents both grid bodies from sliding against each other in the row direction.

また、列方向に相隣る一の格子状体の縁部に配置する固定具は、その対をなす固定部を当該格子状体の相隣る横条材にそれぞれ固定させ、当該固定具の結合手段に、列方向に相隣る他の格子状体の横条材を結合させる。これによって、両格子状体が列方向へ相互に摺動することが防止される。従って、施工対象面に施工された各格子状体はその全体として行方向及び列方向へ相互に摺動することが防止される。ここで、各格子状体への固定具の取付位置は施工設計図として取得されるので、施工者は施工設計図に従って各格子状体に固定具を取り付けておく。 In addition, for fixing devices arranged at the edges of one grid-like body adjacent to each other in the row direction, the pair of fixing parts are fixed to the horizontal strips adjacent to each other in the grid-like body, and the fixing devices are The horizontal strip members of other grid-like bodies adjacent to each other in the row direction are coupled to the coupling means. This prevents both grid bodies from sliding against each other in the column direction. Therefore, the grid-like bodies constructed on the surface to be constructed are prevented from sliding relative to each other in the row and column directions as a whole. Here, since the attachment positions of the fixtures to each grid-like body are acquired as a construction blueprint, the builder attaches the fixtures to each grid-like body according to the construction blueprint.

)本発明に係る格子状体の施工方法は、前記固定具として、前記結合手段を相対的に施工対象面の近くの位置に保持するように構成してなる第1固定具と、前記結合手段を相対的に施工対象面から離隔した位置に保持するための脚部を設けてなる第2固定具とを用い、畝状の山部及び谷部を設けてなるデッキプレートが施工対象面に施設される場合、デッキプレート上に配置される格子状体にあって、当該デッキプレートの山部に対向する位置には前記第1固定具を配置し、当該デッキプレートの谷部に対向する位置には前記第2固定具を配置することを特徴とする。 ( 3 ) The method for constructing a lattice-like body according to the present invention includes, as the fixture, a first fixture configured to hold the coupling means at a position relatively close to the surface to be constructed; A deck plate having ridged peaks and troughs is attached to the surface to be constructed. In the case where the first fixing device is installed in a lattice-shaped body arranged on a deck plate, the first fixing device is placed at a position facing the peaks of the deck plate, and the first fixture is placed at a position facing the troughs of the deck plate. The second fixture is arranged at the position.

本発明の格子状体の施工方法にあっては、固定具として、前記結合手段を相対的に施工対象面の近くの位置に保持するように構成してなる第1固定具と、前記結合手段を相対的に施工対象面から離隔した位置に保持するための脚部を設けてなる第2固定具とを用いる。そして、畝状の山部及び谷部を設けてなるデッキプレートが施工対象面に施設される場合、デッキプレート上に配置される格子状体にあって、当該デッキプレートの山部に対向する位置には前記第1固定具を配置し、当該デッキプレートの谷部に対向する位置には前記第2固定具を配置する。これによって、畝状の山部及び谷部を設けてなるデッキプレート上に格子状体を配置する場合であっても、当該格子状体をその全体として施工対象面と略平行に担持することができる。ここで、各格子状体への第1固定具及び第2固定具の取付位置は施工設計図として取得されるので、施工者は施工設計図に従って各格子状体に第1固定具又は第2固定具を取り付けておく。 In the method for constructing a lattice-like body according to the present invention, the first fixture is configured to hold the coupling means at a position relatively close to the surface to be constructed, as the fixture; and the coupling means and a second fixture provided with legs for holding the workpiece at a position relatively apart from the construction target surface. When a deck plate having ridge-like peaks and valleys is installed on the construction target surface, a position facing the peaks of the deck plate in the lattice-like body placed on the deck plate. The first fixture is disposed at a position facing the trough of the deck plate, and the second fixture is disposed at a position facing the trough of the deck plate. As a result, even when a lattice-like body is placed on a deck plate having ridge-shaped peaks and valleys, the lattice-like body can be supported as a whole substantially parallel to the surface to be constructed. can. Here, since the installation positions of the first fixture and the second fixture on each grid-like body are obtained as a construction design drawing, the builder can attach the first fixture or the second fixture to each grid-like body according to the construction design drawing. Attach the fixings.

(9)本発明に係る格子状体の施工方法は、前記一の格子状体と他の格子状体とは、前記施工対象面に対向する両者の枡目の位置が、略一致するように重畳させることを特徴とする。 (9) In the method for constructing a lattice-like body according to the present invention, the first lattice-like body and the other lattice-like body are arranged such that the positions of the squares of the two facing the construction target surface substantially match. It is characterized by being superimposed.

本発明の格子状体の施工方法にあっては、一の格子状体と他の格子状体とは、前記施工対象面に対向する両者の枡目の位置が、略一致するように重畳させる。ここで、略一致するとは、両者の枡目の位置が一致する場合はもちろん、両者の枡目の位置が縦条材又は横条材の1本分異なる場合、即ち、両格子状体の縦条材又は横条材が、同じ面内で互いに相隣るように重畳された場合も包含している。施工対象面に複数の格子状体を施工する場合、一の格子状体の縁部上に他の格子状体の縁部を、互いに2つの枡目が一致するように重畳させることが実施されているが、このような施工方法に対応するものである。ここで、一の格子状体と他の格子状体とが両者の枡目の位置が、略一致するように重畳させることは施工設計図として取得されるので、施工者は施工設計図に従って両格子状体を施工する。 In the method for constructing a lattice-like body of the present invention, one lattice-like body and another lattice-like body are superimposed so that the positions of their squares facing the construction target surface substantially match. . Here, "approximately matching" means not only when the positions of the grids of both grids match, but also when the positions of the grids of both grids differ by one length of vertical strip or horizontal strip, that is, the vertical bars of both grid bodies. It also includes cases where strips or horizontal strips are superimposed next to each other in the same plane. When constructing multiple grid-like bodies on the construction target surface, the edges of one grid-like body are overlapped with the edges of other grid-like bodies so that the two squares match each other. However, it is compatible with this construction method. Here, since it is obtained as a construction design that one grid-like body and another grid-like body are overlapped so that the positions of their squares almost match, the builder should Construct the grid structure.

一方、本発明に係る格子状体の施工方法は、前記固定具として、一の格子状体の相隣る縦条材又は相隣る横条材にそれぞれ固定させるための対をなす固定部と、重畳された他の格子状体の相隣る縦条材又は相隣る横条材をそれぞれ結合させる対をなす結合手段とを具備する固定具を用いること特徴とする。 On the other hand, the method for constructing a lattice-like body according to the present invention includes, as the fixing tool, a pair of fixing parts for fixing to adjacent longitudinal members or adjacent horizontal members of one lattice-like member, respectively. Another feature is the use of a fixture comprising a pair of coupling means for respectively coupling adjacent vertical strips or adjacent horizontal strips of another superimposed lattice-like body.

本発明の格子状体の施工方法にあっては、固定具として、一の格子状体の相隣る縦条材又は相隣る横条材にそれぞれ固定させるための対をなす固定部と、重畳された他の格子状体の相隣る縦条材又は相隣る横条材をそれぞれ結合させる対をなす結合手段とを具備する固定具を用いる。これによって、前述した如き、一の格子状体の縁部上に他の格子状体の縁部を、互いに2つの枡目が一致するように重畳させる施工方法であっても、ワンタッチで両格子状体を結合固定することができ、施工者に重労働を強いることなく、未熟な施工者であっても複数の格子状体を短時間で確実に施工することができる。 In the method for constructing a lattice-like body of the present invention, as a fixing tool, a pair of fixing parts for fixing to adjacent vertical strip members or adjacent horizontal strip members of one lattice-like body, respectively; A fixture is used that includes a pair of coupling means for coupling adjacent vertical strips or adjacent horizontal strips of another superimposed lattice-like body, respectively. As a result, even if the construction method is to overlap the edge of one lattice-like body with the edge of another lattice-like body so that the two squares match each other, as described above, both lattice-like bodies can be easily The grid-like bodies can be connected and fixed, and even an inexperienced constructor can reliably construct a plurality of grid-like bodies in a short time without forcing the constructor to do heavy labor.

また、本発明に係る格子状体の施工方法は、2対の固定部が距離を隔てて互いに平行に配設してあり、対をなす固定部の内側に、2対の結合手段が距離を隔てて互いに平行に配設してあり、平行に配された対をなす結合手段の間に2本の縦条材又は2本の横条材を互いに平行に嵌入し得るようになした固定具を用い、一の格子状体の相隣る縦条材又は横条材に前記固定具を、当該固定具の平行に対向する両固定部が、縦条材と横条材とが交叉する交叉部を跨ぐように固定させておき、平行に配された対をなす結合手段の間に、一の格子状体の縦条材及び他の格子状体の縦条材を互いに平行に嵌入させ、又は一の格子状体の横条材及び他の格子状体の横条材を並べた状態で嵌入させること特徴とする。 Furthermore, in the method for constructing a lattice-like body according to the present invention, two pairs of fixing parts are arranged parallel to each other with a distance between them, and two pairs of coupling means are arranged inside the pair of fixing parts with a distance apart. A fixing device that is arranged parallel to each other and separated from each other, and that allows two longitudinal members or two horizontal members to be inserted in parallel to each other between a pair of connecting means arranged in parallel. The above-mentioned fixing devices are attached to adjacent longitudinal or horizontal strips of one lattice-like body, and both of the fixing portions of the fixing devices that face each other in parallel are connected to the intersection where the longitudinal and horizontal strips intersect. The longitudinal strips of one lattice-like body and the longitudinal strips of the other lattice-like body are inserted in parallel to each other between the pair of coupling means arranged in parallel, Another feature is that the horizontal strips of one lattice-like body and the horizontal strips of another lattice-like body are inserted in a lined-up state.

本発明の格子状体の施工方法にあっては、2対の固定部が距離を隔てて互いに平行に配設してあり、対をなす固定部の内側に、2対の結合手段が距離を隔てて互いに平行に配設してあり、平行に配された対をなす結合手段の間に2本の縦条材又は2本の横条材を並べた状態で嵌入し得るようになした固定具を用いる。 In the method for constructing a lattice-like body of the present invention, two pairs of fixing parts are arranged parallel to each other with a distance between them, and two pairs of coupling means are arranged inside the pair of fixing parts with a distance apart. Fixtures that are arranged parallel to each other and separated from each other, and that allow two longitudinal members or two horizontal members to be inserted in a lined state between a pair of connecting means arranged in parallel. Use ingredients.

一の格子状体の相隣る縦条材又は横条材に前記固定具を、当該固定具の平行に対向する両固定部が、縦条材と横条材とが交叉する交叉部を跨ぐように固定させておき、平行に配された対をなす結合手段の間に、一の格子状体の縦条材及び他の格子状体の縦条材を並べて嵌入させ、又は一の格子状体の横条材及び他の格子状体の横条材を並べて嵌入させる。これによって、両格子状体は行方向及び列方向へ相互に摺動することが防止される。 The fixing device is attached to adjacent vertical strips or horizontal strips of one lattice-like body, and both fixing portions of the fixing device facing in parallel straddle the intersection where the longitudinal strips and horizontal strips intersect. The longitudinal strips of one lattice-like body and the longitudinal strips of the other lattice-like body are fitted side by side between the pair of connecting means arranged in parallel, or the vertical strips of one lattice-like body are The horizontal strip members of the body and the horizontal strip members of the other lattice-like body are inserted side by side. This prevents both grid bodies from sliding against each other in the row and column directions.

更に、本発明に係る格子状体の施工方法は、前記固定具として、前記結合手段を相対的に施工対象面の近くの位置に保持するように構成してなる第3固定具と、前記結合手段を相対的に施工対象面から離隔した位置に保持するための脚部を設けてなる第4固定具とを用い、畝状の山部及び谷部を設けてなるデッキプレートが施工対象面に施設される場合、デッキプレート上に配置される格子状体にあって、当該デッキプレートの山部に対向する位置には前記第3固定具を配置し、当該デッキプレートの谷部に対向する位置には前記第4固定具を配置すること特徴とする。 Furthermore, the method for constructing a lattice-like body according to the present invention includes, as the fixture, a third fixture configured to hold the coupling means at a position relatively close to the surface to be constructed; A deck plate having ridged peaks and troughs is placed on the surface to be constructed using a fourth fixture having legs for holding the means at a position relatively apart from the surface to be constructed. When a facility is installed, the third fixing device is placed in a grid-like body placed on a deck plate, at a position facing the peaks of the deck plate, and at a position facing the troughs of the deck plate. It is also characterized in that the fourth fixture is disposed at.

本発明の格子状体の施工方法にあっては、固定具として、前記結合手段を相対的に施工対象面の近くの位置に保持するように構成してなる第3固定具と、前記結合手段を相対的に施工対象面から離隔した位置に保持するための脚部を設けてなる第4固定具とを用いる。そして、畝状の山部及び谷部を設けてなるデッキプレートが施工対象面に施設される場合、デッキプレート上に配置される格子状体にあって、当該デッキプレートの山部に対向する位置には前記第3固定具を配置し、当該デッキプレートの谷部に対向する位置には前記第4固定具を配置する。これによって、畝状の山部及び谷部を設けてなるデッキプレート上に格子状体を配置する場合であっても、当該格子状体をその全体として施工対象面と略平行に担持することができる。ここで、各格子状体への第3固定具及び第4固定具の取付位置は施工設計図として取得されるので、施工者は施工設計図に従って各格子状体に第3固定具又は第4固定具を取り付けておく。 In the method for constructing a lattice-like body according to the present invention, a third fixture configured to hold the coupling means at a position relatively close to the surface to be constructed is provided as the fixture; and the coupling means A fourth fixture is provided with legs for holding the workpiece at a position relatively apart from the work surface. When a deck plate having ridge-like peaks and valleys is installed on the construction target surface, a position facing the peaks of the deck plate in the lattice-like body placed on the deck plate. The third fixture is disposed at a position facing the trough of the deck plate, and the fourth fixture is disposed at a position facing the trough of the deck plate. As a result, even when a lattice-like body is placed on a deck plate having ridge-shaped peaks and valleys, the lattice-like body can be supported as a whole substantially parallel to the surface to be constructed. can. Here, since the installation positions of the third fixture and the fourth fixture on each grid-like body are obtained as a construction design drawing, the builder can install the third fixture or the fourth fixture on each grid-like body according to the construction design drawing. Attach the fixings.

)本発明に係る格子状体の施工方法は、前記格子状体に固定させるための固定部と、当該格子状体を施工対象面から離隔した位置に担持する担持部とを具備するスペーサを用い、各格子状体の相隣る格子状体が重畳される以外の領域に複数のスペーサを互いに適宜の距離を隔てて取り付けておくことを特徴とする。 ( 7 ) The method for constructing a lattice-like body according to the present invention includes a spacer comprising a fixing part for fixing to the lattice-like body and a supporting part for supporting the lattice-like body at a position separated from the surface to be constructed. It is characterized in that a plurality of spacers are attached at appropriate distances from each other in regions of each grid-like body other than where adjacent grid-like bodies are overlapped.

本発明の格子状体の施工方法にあっては、格子状体に固定させるための固定部と、当該格子状体を施工対象面から離隔した位置に担持する担持部とを具備するスペーサを用いる。そして、各格子状体の相隣る格子状体が重畳される以外の領域に複数のスペーサを互いに適宜の距離を隔てて取り付けておく。これによって、各格子状体をその全体として施工対象面と略平行に担持することができる。ここで、各格子状体へのスペーサの取付位置は施工設計図として取得されるので、施工者は施工設計図に従って各格子状体にスペーサを取り付けておく。 In the method for constructing a lattice-like body of the present invention, a spacer is used that includes a fixing part for fixing to the lattice-like body and a supporting part for supporting the lattice-like body at a position separated from the surface to be constructed. . Then, a plurality of spacers are attached at appropriate distances from each other in areas of each lattice body other than where adjacent lattice bodies overlap. Thereby, each lattice-like body can be supported as a whole substantially parallel to the construction target surface. Here, since the attachment positions of the spacers to each lattice-like body are acquired as a construction blueprint, the builder attaches the spacers to each lattice-like body according to the construction blueprint.

)本発明に係る格子状体の施工方法は、格子状に配した複数の縦条材及び複数の横条材が交差する部分を接合してなり、各縦条材及び各横条材にて形成された複数の枡目を有する一の格子状体の縁部上に他の格子状体の縁部を重畳させ、両者の重畳部分を互いに固定する操作を繰り返して、施工対象面に複数の格子状体を施工する格子状体の施工方法であって、各格子状体を配置する位置である配置位置、各配置位置に配置する格子状体の形状を、当該施工対象面に係る建築物の設計図に基いてそれぞれ決定し、また、各格子状体を配置する順番である配置順、及び、各配置位置に配置する格子状体の表裏をそれぞれ決定し、更に、前記一の格子状体に固定させるための固定部と、前記他の格子状体の縦条材又は横条材を結合させるための結合手段とを有する複数種類の固定具、及び、前記格子状体に固定させるための固定部と、当該格子状体を施工対象面から離隔した位置に担持する担持部とを具備する複数種類のスペーサについて、各格子状体の縁部の所定位置に固定する位置、格子状体に取り付ける取付方向、及び、当該位置に取り付けるべき種類をそれぞれ決定して施工設計図を予め取得しておき、取得した施工設計図に従って、複数の格子状体を加工し、加工した格子状体それぞれに対応する固定具及びスペーサを取り付け、それらを取り付けた各格子状体を前記配置順に応じて、該当する配置位置に配置した一の格子状体の縁部上に、前記配置順に応じて、該当する配置位置に配置した他の格子状体の縁部を重畳させ、次に、重畳させた他の格子状体の縁部に押圧を印加することによって、一の格子状体の縁部に固定された1又は複数の固定具の結合手段に、当該他の格子状体の縦条材又は横条材を結合させて、両格子状体を固定するに際し、前記一の格子状体と他の格子状体とは、前記施工対象面に対向する両者の枡目の位置が、相互に異なるように重畳させ、前記固定具として、一の格子状体の相隣る縦条材又は相隣る横条材にそれぞれ固定させるための対をなす固定部を具備し、前記結合手段は対をなす両固定部の間の領域に配設してある固定具を用いることを特徴とする。 ( 8 ) The method for constructing a lattice-like body according to the present invention is to join the intersections of a plurality of longitudinal members and a plurality of horizontal members arranged in a lattice pattern, and to connect each longitudinal member and each horizontal member to each other. The edges of one grid-like body having multiple squares formed in the process are overlapped with the edges of the other grid-like body, and the overlapped parts of the two are repeatedly fixed to each other to form a surface to be constructed. A method for constructing a grid-like body in which a plurality of grid-like bodies are constructed, in which the placement position where each grid-like body is placed and the shape of the grid-like body placed at each placement position are determined according to the construction target surface. Each is determined based on the blueprint of the building, and the arrangement order, which is the order in which each grid-like body is arranged, and the front and back sides of the grid-like body to be placed at each placement position are determined, and furthermore, the above-mentioned A plurality of types of fixtures each having a fixing part for fixing to the grid-like body and a coupling means for coupling vertical strips or horizontal strips of the other grid-like body, and fixing devices for fixing to the grid-like body. Regarding multiple types of spacers, each of which has a fixing part for fixing the lattice-like body and a supporting part for supporting the lattice-like body at a position separated from the surface to be constructed, the location where the lattice-like body is fixed at a predetermined position on the edge of each lattice-like body, the lattice The mounting direction to be attached to the grid body and the type to be installed at the relevant position are determined and a construction design drawing is obtained in advance, and multiple grid bodies are processed according to the obtained construction blueprint. Attach fixtures and spacers corresponding to each body, and place each grid-like body to which they are attached on the edge of one grid-like body placed at the corresponding arrangement position according to the arrangement order. , by overlapping the edges of other grid-like bodies arranged at the corresponding arrangement position, and then applying pressure to the edges of the other superimposed grid-like bodies, the edges of one grid-like body are When fixing both lattice-like bodies by joining the vertical or horizontal members of the other lattice-like body to the coupling means of one or more fixtures fixed to the first lattice-like body, The other lattice-shaped body is made by superimposing the two grid-shaped bodies so that the positions of the squares facing the construction target surface are different from each other, and as the fixing device, the vertical strips of the first lattice-shaped body or the mutually opposite It is characterized in that it comprises a pair of fixing parts for fixing to adjacent horizontal strips, respectively, and the coupling means uses a fixing tool disposed in a region between the pair of fixing parts.

本発明の格子状体の施工方法にあっては、格子状に配した複数の縦条材及び複数の横条材が交差する部分を接合してなり、各縦条材及び各横条材にて形成された複数の枡目を有する一の格子状体の縁部上に他の格子状体の縁部を重畳させ、両者の重畳部分を互いに固定する操作を繰り返して、施工対象面に複数の格子状体を施工する。この際、施工設計図を予め取得しておく。 In the method for constructing a lattice-like body of the present invention, the intersections of a plurality of longitudinal members and a plurality of horizontal members arranged in a lattice shape are joined, and each longitudinal member and each horizontal member are connected to each other. The edges of one grid-like body having a plurality of squares formed by the grid are overlapped with the edges of the other grid-like body, and the overlapped portions of the two are repeatedly fixed to each other. A grid structure will be constructed. At this time, obtain construction drawings in advance.

ここで、施工設計図は、各格子状体を配置する位置である配置位置、各配置位置に配置する格子状体の形状を、当該施工対象面に係る建築物の設計図に基いてそれぞれ決定し、また、各格子状体を配置する順番である配置順、及び、各配置位置に配置する格子状体の表裏をそれぞれ決定することによって策定する。 Here, the construction blueprint determines the placement position where each grid body is to be placed and the shape of the grid body to be placed at each placement position based on the blueprint of the building related to the construction target surface. It is also formulated by determining the arrangement order, which is the order in which each grid-like body is arranged, and the front and back sides of the grid-like body to be placed at each arrangement position.

また、本発明にあっては、一の格子状体と他の格子状体とを互いに固定するために、一の格子状体に固定させるための固定部と、前記他の格子状体の縦条材又は横条材を結合させるための結合手段とを有する複数種類の固定具を用い、加えて、格子状体を施工対象面から所定寸法隔てた位置に保持するために、格子状体に固定させるための固定部と、当該格子状体を施工対象面から離隔した位置に担持する担持部とを具備する複数種類のスペーサを用いるが、これらについて、各格子状体の縁部の所定位置に固定する位置、格子状体に取り付ける取付方向、及び、当該位置に取り付けるべき種類をそれぞれ決定して、前記施工設計図に包含させておく。 Further, in the present invention, in order to fix one grid-like body and another grid-like body to each other, a fixing part for fixing to one grid-like body and a vertical part of the other grid-like body are provided. In addition, in order to hold the lattice-like body at a position separated by a predetermined distance from the surface to be constructed, the lattice-like body is Multiple types of spacers are used, each having a fixing part for fixing the grid and a supporting part for supporting the grid at a position separated from the surface to be constructed. The position to be fixed to, the mounting direction to be attached to the lattice-like body, and the type to be attached to the position are determined and included in the construction blueprint.

そして、取得した施工設計図に従って、施工者が、複数の格子状体を加工し、加工した格子状体それぞれに対応する固定具及びスペーサを取り付け、それらを取り付けた各格子状体を前記配置順に応じて、該当する配置位置に配置した一の格子状体の縁部上に、前記配置順に応じて、該当する配置位置に配置した他の格子状体の縁部を重畳させ、次に、重畳させた他の格子状体の縁部に押圧を印加することによって、一の格子状体の縁部に固定された1又は複数の固定具の結合手段に、当該他の格子状体の縦条材又は横条材を結合させて、両格子状体を固定するに際し、前記一の格子状体と他の格子状体とは、前記施工対象面に対向する両者の枡目の位置が、相互に異なるように重畳させ、前記固定具として、一の格子状体の相隣る縦条材又は相隣る横条材にそれぞれ固定させるための対をなす固定部を具備し、前記結合手段は対をなす両固定部の間の領域に配設してある固定具を用いる。 Then, according to the obtained construction design drawings, the builder processes a plurality of lattice bodies, attaches fixing tools and spacers corresponding to each of the processed lattice bodies, and arranges each lattice body to which they are attached in the order of arrangement. Accordingly, on the edge of one grid-like body placed at the corresponding placement position, the edge of another grid-like body placed at the corresponding placement position is superimposed on the edge of the other grid-like body placed at the corresponding placement position, and then By applying pressure to the edge of the other grid-like body, the longitudinal strips of the other grid-like body are When fixing both lattice-like bodies by joining timbers or horizontal strips, the first lattice-like body and the other lattice-like body are such that the positions of their squares facing the construction target surface are mutually mutual. The fixing means includes a pair of fixing parts for respectively fixing to adjacent vertical strips or adjacent horizontal strips of one lattice-like body, and the coupling means A fixing device is used which is disposed in the area between the pair of fixing parts.

このように、施工者は施工設計図に従って、各格子状体の施工を実施すればよく、未熟な施工者であっても複数の格子状体を短時間で確実に施工することができる。更に、固定具を固定した一の格子状体の縁部上に他の格子状体の縁部を重畳させ、他の格子状体の縁部に押圧を印加するだけで、前記固定具にて両格子状体をワンタッチで結合固定することができるため、従前のような結束作業が不要であり、施工者に重労働を強いることなく、未熟な施工者であっても複数の格子状体を短時間で確実に施工することができる。 In this way, the builder only has to carry out construction of each lattice-like body according to the construction design drawing, and even an inexperienced builder can reliably construct a plurality of lattice-like bodies in a short time. Furthermore, by simply superimposing the edge of one grid-like body on which the fixture is fixed on the edge of another grid-like body and applying pressure to the edge of the other grid-like body, the fixing fixture can Both lattice bodies can be connected and fixed with one touch, eliminating the need for the conventional binding work and requiring even an inexperienced builder to shorten multiple lattice bodies without requiring heavy labor. It can be constructed in a timely manner.

本発明に係る格子状体の施工方法を実施するための手順の一例を示すフローチャートである。It is a flowchart which shows an example of the procedure for carrying out the construction method of the grid|lattice-shaped body based on this invention. 図1に示した施工設計の実施における詳細な手順を示すフローチャートである。2 is a flowchart showing detailed steps in implementing the construction design shown in FIG. 1. FIG. 設計図上に、成形した複数の溶接金網を配置した状態を説明する説明図である。It is an explanatory view explaining a state where a plurality of molded welded wire meshes are arranged on a design drawing. 図3の溶接金網の一つを示す平面図である。FIG. 4 is a plan view showing one of the welded wire meshes of FIG. 3; 溶接金網を施工する順番、各溶接金網の表裏、並びに固定具及びスペーサの取付位置及び取付方向を定めた施工設計図の一例を説明する説明図である。FIG. 2 is an explanatory diagram illustrating an example of a construction design drawing that defines the order in which welded wire meshes are constructed, the front and back sides of each welded wire mesh, and the mounting positions and mounting directions of fixtures and spacers. 図5に示した溶接金網の施工順番及び各溶接工の表裏を簡素化して説明するための説明図である。FIG. 6 is an explanatory diagram for simplifying and explaining the construction order of the welded wire mesh shown in FIG. 5 and the front and back of each welder. 施工設計図の他例を説明する説明図である。It is an explanatory view explaining other examples of a construction design drawing. 第1固定具の一例を示す斜視図である。It is a perspective view showing an example of a 1st fixture. 第2固定具の一例を示す斜視図である。It is a perspective view showing an example of a 2nd fixture. 第1スペーサの一例を示す斜視図である。FIG. 3 is a perspective view showing an example of a first spacer. 第2スペーサの一例を示す斜視図である。It is a perspective view showing an example of a 2nd spacer. 一の溶接金網に取り付けた第1固定具上に他の溶接金網を重畳させた状態を示す部分拡大斜視図である。It is a partially enlarged perspective view showing a state in which another welded wire mesh is superimposed on the first fixture attached to one welded wire mesh. 図12に示した第1固定具によって両溶接金網を互いに固定した状態を示す部分拡大斜視図である。FIG. 13 is a partially enlarged perspective view showing a state in which both welded wire meshes are fixed to each other by the first fixture shown in FIG. 12; 図8に示した第1固定具と当該第1固定具によって固定された溶接金網との部分側面図である。FIG. 9 is a partial side view of the first fixture shown in FIG. 8 and the welded wire mesh fixed by the first fixture. 溶接金網の他の位置に配置された第1固定具と当該第1固定具によって固定された溶接金網との部分側面図である。It is a partial side view of the 1st fixture arrange|positioned at the other position of a welded wire mesh, and the welded wire mesh fixed by the said 1st fixture. 溶接金網の更に他の位置に配置された第1固定具と当該第1固定具によって固定された溶接金網との部分側面図である。It is a partial side view of the welded wire mesh fixed by the 1st fixture arrange|positioned at the other position of the welded wire mesh, and the said 1st fixture. 溶接金網の他の位置に配置された第1固定具と当該第1固定具によって固定された溶接金網との部分側面図である。It is a partial side view of the 1st fixture arrange|positioned at the other position of a welded wire mesh, and the welded wire mesh fixed by the said 1st fixture. 溶接金網に取り付けられた第1スペーサと当該溶接金網との部分側面図である。It is a partial side view of the 1st spacer attached to the welded wire mesh, and the said welded wire mesh. 発明を実施するための第2の形態に係る施工方法を説明するための施工設計図である。It is a construction design drawing for demonstrating the construction method based on the 2nd form for carrying out the invention. 表の溶接金網上に表の溶接金網を重畳させた場合の両者の重畳部分を示す部分拡大平面図である。FIG. 3 is a partially enlarged plan view showing the overlapping portion of the front welded wire mesh when the front welded wire mesh is superimposed on the front welded wire mesh. 表の溶接金網上に表の溶接金網を重畳させた場合の両者の重畳部分を示す部分拡大正面図である。FIG. 3 is a partially enlarged front view showing the overlapping portion of the front welded wire mesh when the front welded wire mesh is superimposed on the front welded wire mesh. 裏の溶接金網上に裏の溶接金網を重畳させた場合の両者の重畳部分を示す部分拡大平面図である。FIG. 3 is a partially enlarged plan view showing the overlapping portion of the back welded wire mesh when the back welded wire mesh is superimposed on the back welded wire mesh. 裏の溶接金網上に裏の溶接金網を重畳させた場合の両者の重畳部分を示す部分拡大正面図である。FIG. 7 is a partially enlarged front view showing the overlapping portion of the back welded wire mesh when the back welded wire mesh is superimposed on the back welded wire mesh. 第3固定具の一例を示す斜視図である。It is a perspective view showing an example of a 3rd fixture. 図24に示した第3固定具を取り付けた溶接金網と、該溶接金網上に重畳させた他の溶接金網とを第3固定具にて結合固定した状態の一例を説明するための一部省略部分斜視図である。Parts are omitted to explain an example of a state in which the welded wire mesh shown in FIG. 24 to which the third fixture is attached and another welded wire mesh superimposed on the welded wire mesh are coupled and fixed by the third fixture. FIG. 下側の溶接金網が表であり、上側の溶接金網が裏の状態である2つの溶接金網を重畳させた領域の部分拡大平面図である。FIG. 3 is a partially enlarged plan view of a region where two welded wire meshes are overlapped, in which the lower welded wire mesh is the front side and the upper welded wire mesh is the back side. 図26に示した2枚の溶接金網の正面図である。27 is a front view of two welded wire meshes shown in FIG. 26. FIG. 下側の溶接金網が裏であり、上側の溶接金網が表の状態である2つの溶接金網を重畳させた領域の部分拡大平面図である。FIG. 3 is a partially enlarged plan view of a region where two welded wire meshes are overlapped, with the lower welded wire mesh on the back side and the upper welded wire mesh on the front side. 図28に示した2枚の溶接金網の正面図である。FIG. 29 is a front view of two welded wire meshes shown in FIG. 28; 第3固定具を取り付けた溶接金網と、該溶接金網上に重畳させた他の溶接金網とを第3固定具にて結合固定した状態の他例を説明するための一部省略部分斜視図である。A partially omitted partial perspective view for illustrating another example of a state in which a welded wire mesh to which a third fixture is attached and another welded wire mesh superimposed on the welded wire mesh are coupled and fixed by a third fixture. be. 第4固定具の斜視図である。It is a perspective view of a 4th fixture. 従来の溶接金網の施工方法を説明する説明図である。It is an explanatory view explaining the construction method of the conventional welded wire mesh. 特許文献2に開示されたスペーサの使用様態を示す斜視図である。FIG. 2 is a perspective view showing how the spacer disclosed in Patent Document 2 is used.

本発明に係る格子状体の施工方法を図面に基いて詳述する。
なお、本発明を実施するための形態で説明する格子状体の施工方法は、本発明の趣旨を説明する一例であり、本発明はその趣旨を逸脱しない範囲での変形や改造を含むことはいうまでもない。
A method for constructing a lattice-like body according to the present invention will be explained in detail based on the drawings.
Note that the method for constructing a lattice-like body described in the embodiments of the present invention is an example for explaining the gist of the present invention, and the present invention does not include modifications or alterations without departing from the gist of the invention. Needless to say.

(発明を実施するための第1の形態)
図1は、本発明に係る格子状体の施工方法を実施するための手順の一例を示すフローチャートである。なお、本形態では、格子状体として溶接金網を用い、主に建造物の床の施工に適用する場合について説明する。
(First form for carrying out the invention)
FIG. 1 is a flowchart showing an example of a procedure for carrying out the method for constructing a lattice-like body according to the present invention. In this embodiment, a case will be described in which a welded wire mesh is used as the lattice-like body and is mainly applied to the construction of the floor of a building.

図1に示した如く、施工者は、施工対象面に複数の溶接金網の配置、一部を互いに重畳させた相隣る溶接金網を相互に固定する固定具、及び溶接金網を施工対象面から離隔した高さに保持するスペーサ等の配置、並びに各溶接金網の配置順等を定める施工設計を行う(ステップS1)。 As shown in Figure 1, the builder places a plurality of welded wire meshes on the surface to be constructed, fixes for fixing adjacent welded wire meshes with parts of them overlapping each other, and removes the welded wire meshes from the surface to be constructed. A construction design is performed that determines the arrangement of spacers and the like to be held at separate heights, the arrangement order of each welded wire mesh, etc. (step S1).

図2は図1に示した施工設計の実施における詳細な手順を示すフローチャートである。
施工者には、建造物の骨格を形成する鉄骨といった骨材の配置、当該建造物の壁、柱及び階段等の配置、並びに対向する骨材間に架設する複数のデッキプレートの配置等、施工対象面に係る建築物の設計図が予め与えられており、施工者は、該設計図に規定された施工対象面に複数の溶接金網を配置する(ステップS10)。このとき、相隣る溶接金網はその縁部の予め定めた領域を互いに重畳させる。このように配置された各溶接金網にあっては、建造物の壁、柱、階段等の構造体にその一部が重なる場合があり、かかる溶接金網は該当部分を切り取る成形作業を実施する必要がある。そこで、施工者は、設計図に配置された各溶接金網それぞれについて、構造体に重なる部分が無いように、当該溶接金網の形状を決定する(ステップS11)。ここで、本発明に係る設計図には印刷物以外に、設計図データ及び該設計図データを表示した画像等も含まれる。
FIG. 2 is a flowchart showing detailed steps in implementing the construction design shown in FIG.
The constructor is responsible for the placement of aggregates such as steel frames that form the skeleton of the building, the placement of walls, columns, stairs, etc. of the building, and the placement of multiple deck plates to be installed between opposing aggregates. A blueprint of the building relating to the target surface is given in advance, and the builder places a plurality of welded wire meshes on the construction target surface defined in the blueprint (step S10). At this time, the predetermined areas of the edges of adjacent welded wire meshes are overlapped with each other. Each welded wire mesh arranged in this way may partially overlap structures such as walls, columns, stairs, etc. of buildings, and such welded wire meshes need to be shaped by cutting out the corresponding portions. There is. Therefore, the builder determines the shape of each welded wire mesh arranged in the design drawing so that there is no overlapped portion with the structure (step S11). Here, the design drawing according to the present invention includes not only printed matter but also design drawing data and images displaying the design drawing data.

図3は、前述した設計図上に、成形した複数の溶接金網を配置した状態を説明する説明図であり、図中、DPはデッキプレートである。デッキプレートDP,DP,…は、例えば畝状の2本の山部DM,DMとその間の谷部DBとを具備してなり、両山部DM,DMの外側に前記谷部DBの半分の幅寸法になしたフランジ部をそれぞれ設け、相隣るデッキプレートDP,DPの対向する両フランジ部を連結することによって前同様な谷部DBが形成されるようになっている。 FIG. 3 is an explanatory diagram illustrating a state in which a plurality of molded welded wire meshes are arranged on the above-mentioned design drawing, and in the diagram, DP is a deck plate. The deck plates DP, DP, ... are provided with, for example, two ridge-shaped peaks DM, DM and a valley DB between them, and a half of the valley DB is provided on the outside of both peaks DM, DM. Flange portions each having a width dimension are provided, and by connecting both opposing flange portions of adjacent deck plates DP, DP, the same valley portion DB as before is formed.

なお、デッキプレートDPは1本の山部DMの両側に前記フランジ部をそれぞれ設け、相隣る2つのデッキプレートDP,DPの対向する両フランジ部を連結することによって谷部DBが形成されるように構成してもよい。 Note that the deck plate DP is provided with the flange portions on both sides of one peak portion DM, and the valley portion DB is formed by connecting both opposing flanges of two adjacent deck plates DP, DP. It may be configured as follows.

建造物の骨格を形成するように複数の骨材が組み付けられており、図3に示した如く、対向する骨材の間にデッキプレートDP,DP,…を架設して、建造物の床底とすべく、柱P等を除いた施工対象面が形成されている。各溶接金網WM,WM,…は前述した如くその配置位置に応じた形状になしてあり、相隣る溶接金網WM,WM,…はその縁部の予め定めた領域を互いに重畳させてある。後述するように溶接金網WMには複数の枡目M
,M,…が設けてあり、図3に示した場合にあっては、相隣る溶接金網WM,WM,…はその縁部の1.5枡目M分の領域を互いに重畳させてある。
A plurality of aggregates are assembled to form the skeleton of the building, and as shown in Figure 3, deck plates DP, DP, ... are installed between the opposing aggregates to form the floor bottom of the building. In order to achieve this, a construction target surface excluding pillars P etc. is formed. As described above, each of the welded wire meshes WM, WM, . As described later, there are multiple squares M in the welded wire mesh WM.
, M, ... are provided, and in the case shown in Fig. 3, adjacent welded wire meshes WM, WM, ... have areas corresponding to 1.5 squares M of their edges overlapped with each other. .

図4は図3の溶接金網の一つを示す平面図である。
溶接金網WMは、複数の縦条材W1,W1,…と、複数の横条材W2,W2,…とを所定距離を隔てて格子状に配してあり、両者の交差部分を溶接固定してある。また、溶接金網WMには、各縦条材W1,W1,…及び各横条材W2,W2,…にて囲まれる複数の枡目M,M,…が複数行複数列になるように形成されている。なお、縦条材W1及び横条材W2は便宜的に名付けたものであり、溶接金網WMと観察者との相対位置によって、縦条材W1が横方向に配置され、横条材W2が縦方向に配置される場合があることはいうまでもない。
FIG. 4 is a plan view showing one of the welded wire meshes shown in FIG. 3.
The welded wire mesh WM has a plurality of vertical strips W1, W1,... and a plurality of horizontal strips W2, W2,... arranged in a grid shape at a predetermined distance apart, and the intersections of the two are fixed by welding. There is. In addition, the welded wire mesh WM is formed such that a plurality of squares M, M, ... surrounded by each vertical strip member W1, W1, ... and each horizontal strip member W2, W2, ... are formed in a plurality of rows and a plurality of columns. has been done. Note that the vertical strips W1 and the horizontal strips W2 are named for convenience, and depending on the relative position of the welded wire mesh WM and the observer, the vertical strips W1 are arranged horizontally and the horizontal strips W2 are arranged vertically. Needless to say, there are cases in which it is arranged in the direction.

一方、図4に示した溶接金網WMにあっては、縦条材W1,W1,…の長さ寸法は横条材W2,W2,…の長さ寸法より短くしてあり、これによって長方形状の格子状体が形成されている。また、溶接金網WMの各縦条材W1,W1,…は同じ面内に、各横条材W2,W2,…は別の面内に配置されており、縦条材W1,W1,…が横条材W2,W2,…の上に位置する側を溶接金網WMの表とすると、縦条材W1,W1,…が横条材W2,W2,…の下に位置する側が溶接金網WMの裏となる。なお、縦条材W1,W1,…の長さ寸法は横条材W2,W2,…の長さ寸法より長くしてもよく、また、縦条材W1,W1,…の長さ寸法は横条材W2,W2,…の長さ寸法と同じにしてもよい。 On the other hand, in the welded wire mesh WM shown in FIG. 4, the length dimensions of the vertical strips W1, W1,... are shorter than the length dimensions of the horizontal strips W2, W2,... A grid-like body is formed. In addition, each of the vertical strips W1, W1,... of the welded wire mesh WM is arranged in the same plane, and each of the horizontal strips W2, W2,... is arranged in a different plane, and the longitudinal strips W1, W1,... If the side located above the horizontal strips W2, W2,... is the front side of the welded wire mesh WM, then the side where the vertical strips W1, W1,... is located below the horizontal strips W2, W2,... is the front side of the welded wire mesh WM. It will be the back. Note that the length of the vertical strips W1, W1,... may be longer than the length of the horizontal strips W2, W2,..., and the length of the longitudinal strips W1, W1,... The length dimensions of the strips W2, W2, . . . may be the same.

図4に示したように、この溶接金網WMにあっては、その周縁に、建造物の壁の形状及び柱の形状に応じた複数の凹凸が形成されている。 As shown in FIG. 4, this welded wire mesh WM has a plurality of irregularities formed on its periphery in accordance with the shape of the wall and the shape of the pillars of the building.

このようにして、各溶接金網を施工対象面に配置する位置、及び各溶接金網の形状が定められると、施工者は、各溶接金網を施工する順番、及び各溶接金網の表裏を決定する(ステップS12,S13)。そして、配置位置、配置順及び表裏が定められた各溶接金網WM,WM,…それぞれについて、当該溶接金網WMとこれに重畳された他の溶接金網WMとを相互に固定する固定具、及び溶接金網WM,WM,…を施工対象面から離隔した位置に保持するスペーサを取り付ける取付位置を決定する(ステップS14)。そして、施工者は、後述する如くデッキプレートDPの山部DMに対応する第1固定具及び第1スペーサ、又は谷部DBに対応する第2固定具及び第2スペーサを選択し、選択した第1固定具、第1スペーサ、第2固定具又は第2スペーサの取付方向を決定することによって、施工設計図を得る(ステップS15,S16)。 In this way, once the position of each welded wire mesh on the construction target surface and the shape of each welded wire mesh are determined, the installer determines the order in which each welded wire mesh is to be installed and the front and back sides of each welded wire mesh ( Steps S12, S13). Then, for each welded wire mesh WM, WM, ... whose arrangement position, arrangement order, and front and back sides are determined, a fixture for mutually fixing the welded wire mesh WM and another welded wire mesh WM superimposed thereon, and welding An attachment position for attaching a spacer that holds the wire mesh WM, WM, . . . at a position separated from the construction target surface is determined (step S14). Then, the installer selects a first fixture and a first spacer corresponding to the peaks DM of the deck plate DP, or a second fixture and a second spacer corresponding to the valleys DB, as described later, and A construction design drawing is obtained by determining the mounting direction of the first fixture, the first spacer, the second fixture, or the second spacer (steps S15 and S16).

図5は、溶接金網を施工する順番、各溶接金網の表裏、並びに固定具及びスペーサの取付位置及び取付方向を定めた施工設計図の一例を説明する説明図である。なお、図5及び図6中、図3に示した部分に対応する部分には同じ番号を付してその説明を省略する。また、図6は、図5に示した溶接金網の施工順番及び各溶接工の表裏を簡素化して説明するための説明図である。なお、図5中、円内の数字は施工順番を示している。また、彩色していない溶接金網WMは、各縦条材が各横条材の上側に位置された状態である表を表しており、一方、彩色した溶接金網WMは裏を各縦条材が各横条材の下側に位置された状態である裏を表している。 FIG. 5 is an explanatory diagram illustrating an example of a construction design drawing that defines the order in which welded wire meshes are constructed, the front and back sides of each welded wire mesh, and the mounting positions and mounting directions of fixtures and spacers. Note that in FIGS. 5 and 6, parts corresponding to those shown in FIG. 3 are given the same numbers and their explanations will be omitted. Moreover, FIG. 6 is an explanatory diagram for simplifying and explaining the construction order of the welded wire mesh shown in FIG. 5 and the front and back of each welder. In addition, in FIG. 5, the numbers inside the circles indicate the construction order. In addition, the uncolored welded wire mesh WM shows the front side with each vertical strip placed above each horizontal strip, while the colored welded wire mesh WM shows the back side with each vertical striped material positioned above each horizontal strip. It shows the back side of each horizontal strip.

図5及び図6に示した如く、複数の溶接金網WM,WM,…が縦方向及び横方向へ配置してあり、相隣る溶接金網WM,WM、WM,WM、…,…はその縁部の1.5個分の枡目Mの領域を互いに重畳させてある。 As shown in FIGS. 5 and 6, a plurality of welded wire meshes WM, WM, ... are arranged in the vertical and horizontal directions, and adjacent welded wire meshes WM, WM, WM, WM, ..., The regions of 1.5 squares M of the section are overlapped with each other.

また、縦条材W1,W1,…が横条材W2,W2,…の上に位置する側を溶接金網WMの表と、縦条材W1,W1,…が横条材W2,W2,…の下に位置する側が溶接金網WMの裏とした場合、表の溶接金網WMにあっては、縦条材W1,W1,…はそれぞれ実線で表示し、横条材W2,W2,…はそれぞれ破線で表示してある。一方、裏の溶接金網WMにあっては、縦条材W1,W1,…はそれぞれ破線で表示し、横条材W2,W2,…はそれぞれ実線で表示してある。 Also, the side where the vertical strips W1, W1, ... are located on the horizontal strips W2, W2, ... is the front side of the welded wire mesh WM, and the vertical strips W1, W1, ... are on the horizontal strips W2, W2,... When the side located below is the back side of the welded wire mesh WM, in the welded wire mesh WM on the front side, the vertical strips W1, W1,... are each shown as a solid line, and the horizontal strips W2, W2,... are each shown as a solid line. It is indicated by a broken line. On the other hand, in the back welded wire mesh WM, the vertical strips W1, W1, . . . are each indicated by broken lines, and the horizontal strips W2, W2, . . . are each indicated by solid lines.

なお、本形態では、縦条材W1,W1,…及び横条材W2,W2,…について、相対的に上側に位置する方を実線で、また相対的に下側に位置する方を破線で示したが、これに限らないことは言うまでもない。例えば、縦条材W1,W1,…及び横条材W2,W2,…を二本線で表示し、縦条材W1,W1,…及び横条材W2,W2,…が重なる部分において、相対的に下側に位置する方の二本線を消去するようにしてもよい。 In this embodiment, regarding the vertical strips W1, W1,... and the horizontal strips W2, W2,..., the one located relatively above is indicated by a solid line, and the one located relatively below is indicated by a broken line. However, it goes without saying that it is not limited to this. For example, the vertical strips W1, W1, ... and the horizontal strips W2, W2, ... are displayed as two lines, and the relative Alternatively, the lower two lines may be erased.

本例に示した施工設計図にあっては、図5中左上の隅に配置する溶接金網WMを一番目として、表の状態で配置してあり、その右隣に二番目の溶接金網WMを裏の状態で、その短辺縁部の1.5個分の枡目Mの領域が互いに重畳するように配置してある。同様に、二番目の溶接金網WMの右隣に、三番目の溶接金網WMを表の状態で配置してある。 In the construction design drawings shown in this example, the welded wire mesh WM placed in the upper left corner of FIG. In the reverse state, the areas of 1.5 squares M on the short edges are arranged so as to overlap each other. Similarly, a third welded wire mesh WM is placed face-up to the right of the second welded wire mesh WM.

このようにして、一行目の配置が完了すると、前述した一番目の溶接金網WMの手前下側に四番目の溶接金網WMを表の状態で、その長辺縁部の1.5の枡目Mの領域が互いに重畳するように配置するようになっている。次いで、この四番目の溶接金網WMの右隣に五番目の溶接金網WM、及び六番目の溶接金網WMをこの順に、前同様、その短辺縁部の1.5個分の枡目Mの領域が互いに重畳するように配置して、二行目の配置を完了する。なお、五番目の溶接金網WM及び六番目の溶接金網WMの長辺縁部と、二番目の溶接金網WM及び三番目の溶接金網WMの長辺縁部とは、1.5個分の枡目Mの領域を互いに重畳させてある。 In this way, when the arrangement of the first row is completed, the fourth welded wire mesh WM is placed face-up on the lower side in front of the first welded wire mesh WM, and the 1.5 squares are placed on the long edge of the fourth welded wire mesh WM. The M regions are arranged so as to overlap each other. Next, to the right of this fourth welded wire mesh WM, place a fifth welded wire mesh WM and a sixth welded wire mesh WM in this order, and as before, place 1.5 squares M on the short edge of the fourth welded wire mesh WM. Complete the second row by arranging the regions so that they overlap each other. Note that the long edge portions of the fifth welded wire mesh WM and the sixth welded wire mesh WM, and the long edge portions of the second welded wire mesh WM and the third welded wire mesh WM are the squares of 1.5 pieces. The regions of the eyes M are overlapped with each other.

そして、前述した四番目の溶接金網WMの手前下側に十番目の溶接金網WMを、その長辺縁部の1.5個分の枡目Mの領域が互いに重畳するように配置した後、この十番目の溶接金網WMの右隣に十一番目の溶接金網WM、及び十二番目の溶接金網WMをこの順に、前同様、その短辺縁部の1.5個分の枡目Mの領域が互いに重畳するように配置して、全ての溶接金網の配置を完了する。 Then, after arranging the tenth welded wire mesh WM on the lower front side of the fourth welded wire mesh WM described above so that the area of 1.5 squares M on the long edge thereof overlaps with each other, To the right of this tenth welded wire mesh WM, place the eleventh welded wire mesh WM and the twelfth welded wire mesh WM in this order. Complete the placement of all welded wire mesh by arranging the areas so that they overlap each other.

図5に示した如く、本例の場合、奇数列の溶接金網WM,WM,…は表の状態であり、偶数列の溶接金網WM,WM,…は裏の状態である。 As shown in FIG. 5, in this example, the welded wire meshes WM, WM, .

このような各溶接金網WM,WM,…を配置する順番は、角部といった適宜の位置を開始位置として、横方向又は縦方向へ順次配置し、当該行又は列の端末位置まで配置すると、次の行又は列の前記開始位置に対応する先頭位置へ移って、当該先頭位置から横方向又は縦方向へ順次配置するように決定すればよい。 The order in which these welded wire meshes WM, WM, ... are placed is that they are placed in sequence in the horizontal or vertical direction starting from an appropriate position such as a corner, and when they are placed up to the terminal position of the row or column, the next It may be determined to move to the head position corresponding to the start position of the row or column, and sequentially arrange them in the horizontal or vertical direction from the head position.

なお、前述した如く、本形態では、奇数列の溶接金網WM,WM,…は表の状態であり、偶数列の溶接金網WM,WM,…は裏の状態である場合について示したが、本発明はこれに限らず、奇数列の溶接金網WM,WM,…は裏の状態に、偶数列の溶接金網WM,WM,…は表の状態に配置してもよい。一方、図7に示した如く、行方向及び列方向で相隣る各溶接金網WM,WM,…にあって表裏を相異なるように配置してもよい。 As mentioned above, in this embodiment, the welded wire meshes WM, WM, ... in odd-numbered rows are in the front state, and the welded wire meshes in even-numbered rows WM, WM, ... are shown in the reversed state. The invention is not limited to this, and the welded wire meshes WM, WM, ... in odd-numbered rows may be placed on the back side, and the welded wire meshes WM, WM, ... on even-numbered rows may be placed on the front side. On the other hand, as shown in FIG. 7, the front and back sides of the welded wire meshes WM, WM, . . . adjacent to each other in the row and column directions may be arranged to be different.

なお、前者の配置例及び図5の本形態で示した配置例の場合、後者の配置例の場合に比べて、相隣る4枚の溶接金網WM,WM,WM,WMが互いに重なる領域の厚み寸法を小さくすることができるため好適である。 In addition, in the case of the former arrangement example and the arrangement example shown in this embodiment in FIG. 5, compared to the latter arrangement example, the area where the four adjacent welded wire meshes WM, WM, WM, WM overlap each other is This is preferable because the thickness can be reduced.

次に、相隣る溶接金網WM,WM、WM,WM、…,…の重畳領域の適宜位置に、両溶接金網WM,WMを互いに固定する固定具を配置する。このとき、配置された位置が、図3に示したデッキプレートDP,DP,…の山部DM,DM,…に対向する位置である場合は、後述する第1固定具F1を配置する一方、配置された位置が、図3に示したデッキプレートDP,DP,…の谷部DB,DB,…に対向する位置である場合は、後述する第2固定具F2を配置する。なお、第1固定具F1又は第2固定具F2はいずれも、相隣る溶接金網WM,WMの内の下側に配置される溶接金網WMに取り付ける。 Next, a fixture for fixing both the welded metal meshes WM, WM to each other is placed at an appropriate position in the overlapping region of the adjacent welded metal meshes WM, WM, WM, WM, . . . . At this time, if the placed position is a position facing the mountain parts DM, DM, ... of the deck plates DP, DP, ... shown in FIG. 3, while placing the first fixture F1, which will be described later, When the placed position is a position facing the valley portions DB, DB, . . . of the deck plates DP, DP, . . . shown in FIG. 3, a second fixture F2, which will be described later, is placed. Note that both the first fixture F1 and the second fixture F2 are attached to the welded wire mesh WM disposed on the lower side of the adjacent welded wire meshes WM, WM.

このとき、第1固定具F1,F1,…及び/又は第2固定具F2,F2,…は、相隣る4枚の溶接金網WM,WM,WM,WMが互いに重畳する箇所を囲繞するように配置する。これによって、当該箇所に第1固定具F1又は第2固定具F2を配置することなく、相隣る4枚の溶接金網WM,WM,WM,WMを互いに強固に固定することができ、各溶接金網WMWM,WM,WM,WMに縦方向及び横方向へのズレが発生することを防止することができる。 At this time, the first fixing devices F1, F1,... and/or the second fixing devices F2, F2,... Place it in As a result, the four adjacent welded wire meshes WM, WM, WM, WM can be firmly fixed to each other without arranging the first fixing device F1 or the second fixing device F2 at the relevant location, and each weld It is possible to prevent the wire meshes WMWM, WM, WM, WM from shifting in the vertical and horizontal directions.

更に、各溶接金網WM,WM,…の前記重畳領域以外の領域には、後述する第1スペーサSP1,SP1,…又は第2スペーサSP2,SP2,…を適宜の間隔を隔てて配置する。前同様、図3に示したデッキプレートDP,DP,…の山部DM,DM,…に対向する位置である場合は、第1スペーサSP1を、また、図3に示したデッキプレートDP,DP,…の谷部DB,DB,…に対向する位置である場合は、第2スペーサSP2を配置する。 Furthermore, first spacers SP1, SP1, . . . or second spacers SP2, SP2, . As before, if the position is opposite to the mountain parts DM, DM, ... of the deck plates DP, DP, ... shown in FIG. 3, the first spacer SP1 is also , . . ., the second spacer SP2 is disposed at a position opposite to the valley portions DB, DB, .

なお、第1固定具F1,F1,…又は第2固定具F2,F2,…を取付ける間隔、及び第1スペーサSP1,SP1,…又は第2スペーサSP2,SP2,…を取付ける間隔は、いずれも900mm以下に設定する。これによって、溶接金網WMに撓みが発生することを防止することができる。 Note that the intervals at which the first fixtures F1, F1, ... or the second fixtures F2, F2, ... are installed, and the intervals at which the first spacers SP1, SP1, ... or the second spacers SP2, SP2, ... are installed are both Set to 900mm or less. Thereby, it is possible to prevent the welded metal mesh WM from being bent.

次に、第1固定具F1、第2固定具F2、第1スペーサSP1及び第2スペーサSP2
を溶接金網WM,WM,…に取付ける方向を定めるが、その説明に先立って、第1固定具F1、第2固定具F2、第1スペーサSP1及び第2スペーサSP2の構成をそれぞれ説明する。
Next, the first fixture F1, the second fixture F2, the first spacer SP1, and the second spacer SP2
The direction of attaching the welded metal meshes WM, WM, . . . to the welded wire meshes WM, WM, .

図8は第1固定具F1の一例を示す斜視図である。 FIG. 8 is a perspective view showing an example of the first fixture F1.

第1固定具F1は、棒状材を倒立凸形状に成形してなる一対の第1フレーム部材11,11と、短寸棒状の一対の第2フレーム部材12,12とを備えており、第1フレーム部材11,11の両端部にはそれぞれ、溶接金網に固定するための固定部11e,11e、11e,11eが設けてある。これら第1フレーム部材11,11と第2フレーム部材12,12とは、後述する如く平面視が井桁状に固定してある。 The first fixture F1 includes a pair of first frame members 11, 11 formed by molding rod-shaped members into an inverted convex shape, and a pair of short rod-shaped second frame members 12, 12. Fixing portions 11e, 11e, 11e, 11e for fixing to the welded wire mesh are provided at both ends of the frame members 11, 11, respectively. The first frame members 11, 11 and the second frame members 12, 12 are fixed in a parallel grid shape when viewed from above, as will be described later.

前述した第1フレーム部材11は、施工対象面に当接可能な直線分状の当接部11bの両端部をそれぞれ立ち上がらせて立上り部11c,11cとし、全体としてU字状に成形された本体(担持部)11aを有している。この本体11aの両端にはそれぞれ、短寸のアーム部11d,11dが前記当接部11bと略平行な姿勢で互いに離隔する方向へ延設してあり、両アーム部11d,11dの先端部分は、前記立上り部11c,11cと平行な姿勢で立ち上がらせるとともに、互いに外側へ湾曲させて前述したフック状の固定部11e,11eが形成されている。すなわち、両固定部11e,11eは共に内巻きに曲成して構成してある。なお、本実施の形態では直線分状の当接部11bを設けた場合について示したが、本発明はこれに限らず、凹凸状又は波線状等、適宜の形状であってもよい。 The above-described first frame member 11 has a main body formed into a U-shape as a whole, with both ends of the straight-line contact portion 11b capable of contacting the construction target surface raised to form rising portions 11c, 11c. (Supporting part) 11a. At both ends of the main body 11a, short arm portions 11d, 11d extend in a direction substantially parallel to the contact portion 11b and away from each other, and the tip portions of both arm portions 11d, 11d The above-mentioned hook-shaped fixing parts 11e, 11e are formed by standing up in a posture parallel to the rising parts 11c, 11c and curving outward from each other. That is, both fixing portions 11e, 11e are both curved inwardly. In addition, although the case where the contact part 11b in the shape of a straight line is provided in this embodiment is shown, the present invention is not limited to this, and may have an appropriate shape such as an uneven shape or a wavy line shape.

第1フレーム部材11に設けられた両固定部11e,11eの内底部間の寸法は、第1固定具F1を取り付ける溶接金網を構成する相隣る縦条材間の外寸又は相隣る横条材間の外寸と略同じ値にしてあり、また、両固定部11e,11eの曲率は前記縦条材又は横条材の周面の曲率と略同じ値にしてある。前記両固定部11e,11eは、前記溶接金網の縦条材の周面又は横条材の周面に、当該周面の周方向へ1/4を少し超える範囲で外嵌し得る長さ寸法にしてある。また、前記両固定部11e,11eの先端面ST,STは、平行配置された本体11a,11aの両当接部11b,11bにて形成される平面と平行な平面Hとのなす角αが略45°になる斜面になしてあり、これによって先端面ST,STの先端部が前記溶接金網の縦条材の周面又は横条材の周面に係合するようになっている。 The dimension between the inner bottoms of both fixing parts 11e and 11e provided on the first frame member 11 is the outer dimension between adjacent vertical strips that constitute the welded wire mesh to which the first fixture F1 is attached, or the dimension between adjacent horizontal strips. The outer dimensions between the strips are approximately the same, and the curvatures of the fixed portions 11e and 11e are approximately the same as the curvature of the circumferential surface of the vertical or horizontal strips. Both fixing portions 11e, 11e have a length that allows them to be fitted onto the circumferential surface of the vertical strip or the circumferential surface of the horizontal strip of the welded wire mesh within a range of slightly more than 1/4 in the circumferential direction of the circumferential surface. It is set as. Further, the tip surfaces ST, ST of both the fixing parts 11e, 11e have an angle α between the plane formed by the contact parts 11b, 11b of the main bodies 11a, 11a arranged in parallel and the parallel plane H. The slope is approximately 45°, so that the tip ends of the tip surfaces ST and ST engage with the circumferential surface of the vertical strip or the circumferential surface of the horizontal strip of the welded wire mesh.

平行配置された両第1フレーム部材11,11間の寸法は、第1固定具F1を取り付ける溶接金網を構成する相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くしてあり、前述した両第2フレーム部材12,12が、両第1フレーム部材11,11の本体11a,11aの両端部分にそれぞれ架設してある。この第2フレーム部材12,12の長さ寸法も第1固定具F1を取り付ける溶接金網を構成する相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くしてあり、対向配置された両第2フレーム部材12,12間の寸法も同様に、相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くなしてある。 The dimension between the first frame members 11, 11 arranged in parallel is shorter than the dimension between adjacent vertical strips or the dimension between adjacent horizontal strips that constitute the welded wire mesh to which the first fixture F1 is attached. The second frame members 12, 12 described above are respectively installed at both end portions of the main bodies 11a, 11a of the first frame members 11, 11. The length dimension of the second frame members 12, 12 is also shorter than the dimension between adjacent vertical strips or the dimension between adjacent horizontal strips constituting the welded wire mesh to which the first fixture F1 is attached, The dimension between the second frame members 12, 12, which are arranged opposite to each other, is similarly shorter than the dimension between adjacent vertical strip members or the dimension between adjacent horizontal strip members.

なお、図8に示した第1固定具F1では、両第1フレーム部材11,11の本体11a,11aの両端部分にそれぞれ第2フレーム部材12,12を架設した場合について示したが、本発明はこれに限らず、両第1フレーム部材11,11の立上り部11c,11cの適宜位置の間、両第1フレーム部材11,11の当接部11b,11bの適宜位置の間等、両第1フレーム部材11,11の適宜の位置の間等々、種々の位置に架設することができる。 In addition, in the first fixture F1 shown in FIG. 8, a case is shown in which the second frame members 12, 12 are installed at both end portions of the main bodies 11a, 11a of both the first frame members 11, 11, respectively, but the present invention is not limited to this, and may be between the appropriate positions of the rising parts 11c, 11c of both the first frame members 11, 11, between the appropriate positions of the contact parts 11b, 11b of both the first frame members 11, 11, etc. It can be installed at various positions, such as between appropriate positions of one frame member 11, 11.

前述した第1フレーム部材11,11の当接部11b,11bの長手方向の略中央位置には、第1固定具F1を取り付けた溶接金網に重畳される他の溶接金網の相隣る縦条材又は相隣る横条材を結合させる結合手段14,14がそれぞれ設けてある。 Approximately at the longitudinal center of the contact portions 11b, 11b of the first frame members 11, 11 described above, adjacent vertical strips of another welded wire mesh superimposed on the welded wire mesh to which the first fixture F1 is attached are located. Connecting means 14, 14 are provided, respectively, for connecting the members or adjacent horizontal members.

結合手段14は、縦方向に長い長方形板状の本体14aの中心軸上に、当該本体14aの天井位置から底部近傍の位置に亘るU字状の切欠きを設けて構成してある。この切欠きは、その内部に前記他の溶接金網の縦条材又は横条材を挿入させる挿入部14eになっており、本体14aの挿入部14eの両側の部分は、該挿入部14e内に挿入された縦条材又は横条材を保持する一対の保持部14b,14bになしてある。 The coupling means 14 is constructed by providing a U-shaped notch on the central axis of a longitudinally long rectangular plate-shaped main body 14a extending from the ceiling position to a position near the bottom of the main body 14a. This notch serves as an insertion portion 14e into which the vertical strip or horizontal strip of the other welded wire mesh is inserted, and the portions on both sides of the insertion portion 14e of the main body 14a are inserted into the insertion portion 14e. A pair of holding portions 14b, 14b are provided to hold the inserted longitudinal or horizontal strip material.

挿入部14eの本体14aの天井側には、該挿入部14e内へ他の溶接金網の縦条材又は横条材を挿入させるための挿入口14cが設けてあり、前述した保持部14b,14bの挿入口14cに対向する部分にはそれぞれ、嘴状の第1抜止部14d1,14d1が突設してある。すなわち、両第1抜止部14d1,14d1の間である挿入口14cの幅寸法は、挿入部14eの幅寸法より小さくなっており、これによって挿入部14e内に挿入された縦条材又は横条材が挿入部14eから抜け出ないようになっている。また、両第1抜止部14d1,14d1の天井部はそれぞれ、挿入部14eの底部からの高さ位置が挿入口14cへ向かうに従って低くなるテーパになっており、これによって前記他の溶接金網の縦条材又は横条材は挿入口14cへ案内される。 An insertion opening 14c is provided on the ceiling side of the main body 14a of the insertion portion 14e for inserting another vertical or horizontal strip of welded wire mesh into the insertion portion 14e, and the above-mentioned holding portions 14b, 14b Beak-shaped first retaining portions 14d1, 14d1 are provided protruding from the portions facing the insertion opening 14c, respectively. That is, the width of the insertion port 14c between the first retaining parts 14d1, 14d1 is smaller than the width of the insertion part 14e, so that the vertical or horizontal material inserted into the insertion part 14e The material is prevented from slipping out from the insertion portion 14e. Further, the ceiling portions of the first retaining portions 14d1 and 14d1 are respectively tapered so that the height position from the bottom of the insertion portion 14e becomes lower toward the insertion opening 14c, so that the height of the other welded wire mesh is The strip or horizontal strip is guided to the insertion port 14c.

更に、保持部14b,14bの挿入部14eに臨む縁部であって、前記第1抜止部14d1,14d1から適宜距離を隔てた高さ位置には、第1抜止部14d1,14d1と略同じ寸法になした第2抜止部14d2,14d2が突設してある。ここで、挿入部14eの底部から第2抜止部14d2,14d2までの高さ寸法は、第1固定具F1を取り付けた溶接金網と当該溶接金網に重畳させた他の溶接金網とを第1固定具F1にて固定させた場合に、挿入部14e内に挿入された他の溶接金網の縦条材又は横条材の周面が、当該第1固定具F1の第2抜止部14d2,14d2に当接する値になしてある。 Further, at the edge portions of the holding portions 14b, 14b facing the insertion portion 14e, at a height position separated from the first retaining portions 14d1, 14d1 by an appropriate distance, there is provided a groove having approximately the same size as the first retaining portions 14d1, 14d1. Second retaining portions 14d2, 14d2 are provided in a protruding manner. Here, the height dimension from the bottom of the insertion part 14e to the second retaining parts 14d2, 14d2 is such that the welded wire mesh to which the first fixture F1 is attached and the other welded wire mesh overlapped with the welded wire mesh are first fixed. When fixed with the fixture F1, the circumferential surface of the vertical strip or horizontal strip of another welded wire mesh inserted into the insertion portion 14e is attached to the second retaining portions 14d2, 14d2 of the first fixture F1. It is set to the corresponding value.

このように、挿入部14e内に挿入された他の溶接金網の縦条材又は横条材が、第2抜止部14d2,14d2を通過して挿入部14eの底部側へ挿入され、その状態で当該縦条材又は横条材の周面が第2抜止部14d2,14d2に当接するようになっているため、他の溶接金網上で作業員が作業を行った場合であっても、挿入部14e内に挿入された縦条材又は横条材にガタが生じることが防止されるので、作業員による作業に支障を来さず、また、挿入部14e内に挿入された縦条材又は横条材が挿入部14eから抜け出すことが更に防止される。 In this way, the other longitudinal strips or horizontal strips of the welded wire mesh inserted into the insertion portion 14e pass through the second retaining portions 14d2, 14d2 and are inserted into the bottom side of the insertion portion 14e, and in that state. Since the circumferential surface of the vertical strip or horizontal strip comes into contact with the second retaining portions 14d2, 14d2, even if the worker works on another welded wire mesh, the insertion portion Since the vertical or horizontal strips inserted into the insertion portion 14e are prevented from wobbling, the work of the worker is not hindered, and the vertical or horizontal strips inserted into the insertion portion 14e are prevented from wobbling. The strip is further prevented from slipping out of the insertion portion 14e.

前述した保持部14b,14bは、互いに離隔する方向へ撓むことが可能になっており、挿入口14cへ案内された他の溶接金網の縦条材又は横条材に押力が印加されると、保持部14b,14bが互いに離隔する方向へ撓むため、挿入口14cの幅寸法が相対的に大きくなり、当該縦条材又は横条材が挿入口14cを通過して挿入部14e内へ挿入され、その後、保持部14b,14bが元の姿勢に復帰するため、挿入口14cの幅寸法も元に戻り、挿入部14e内に挿入された縦条材又は横条材が挿入部14eから抜け出ることが防止される。これによって当該縦条材又は横条材が結合手段14に結合される。 The aforementioned holding parts 14b, 14b are capable of bending in the direction of separating from each other, and a pressing force is applied to the longitudinal or horizontal strips of the other welded wire mesh guided to the insertion port 14c. As the holding parts 14b and 14b bend in the direction of separating from each other, the width of the insertion port 14c becomes relatively large, and the vertical or horizontal material passes through the insertion port 14c and enters the insertion part 14e. After that, the holding parts 14b and 14b return to their original positions, so the width of the insertion port 14c also returns to its original state, and the vertical or horizontal material inserted into the insertion part 14e This prevents them from escaping. This connects the longitudinal or horizontal strips to the coupling means 14.

一方、第1フレーム部材11の当接部11bから保持部14bの天井位置までの高さ寸法は、前記当接部11bから第1フレーム部材11の固定部11eの天井位置までの高さ寸法より大きくしてあり、第1固定具F1を溶接金網に固定した場合、第1固定具F1の保持部14b,14b、14b,14bは当該溶接金網から突出した様態になる。 On the other hand, the height from the abutting part 11b of the first frame member 11 to the ceiling position of the holding part 14b is greater than the height from the abutting part 11b to the ceiling position of the fixing part 11e of the first frame member 11. When the first fixture F1 is enlarged and fixed to a welded wire mesh, the holding portions 14b, 14b, 14b, 14b of the first fixture F1 protrude from the welded wire mesh.

後述するように第1固定具F1は一の溶接金網に予め固定されているため、当該第1固定具F1の結合手段14,14に他の溶接金網の縦条材又は横条材を前述した如く結合させることによって、当該溶接金網とこれに重畳された他の溶接金網とが相互に固定される。 As will be described later, since the first fixture F1 is fixed in advance to one welded wire mesh, the vertical or horizontal strips of another welded wire mesh may be connected to the coupling means 14, 14 of the first fixture F1. By connecting in this manner, the welded wire mesh and the other welded wire mesh superimposed thereon are fixed to each other.

ところで、対向配置された第1フレーム部材11,11の間の寸法は、施工対象面が複数の畝状の凹凸を有するデッキプレートである場合、当該デッキプレートの山部の幅の1/2未満の値になしてある。第1固定具F1を構成する一対の第1フレーム部材11,11の内の一方がデッキプレートの山部の肩に位置する場合、後述する如く第1固定具F1を取り付けた溶接金網上に重畳させた他の溶接金網に押圧を印加して当該第1固定具F1の結合手段14,14に他の溶接金網の縦条材又は横条材を結合させようとする際に、デッキプレートの山部の肩に位置する第1フレーム部材11がデッキプレートの谷部へ没入して、前記溶接金網及び他の溶接金網に反りが発生してしまう。これに対して、第1固定具F1の第1フレーム部材11,11の間の寸法がデッキプレートの山部の幅の1/2未満の値になしてある場合、両第1フレーム部材11,11のいずれもが、デッキプレートの山部の肩に位置することが回避されるため、前述した如き溶接金網及び他の溶接金網に反りが生じることが回避される。 By the way, when the surface to be constructed is a deck plate having a plurality of ridge-like unevenness, the dimension between the first frame members 11 and 11 arranged oppositely is less than 1/2 of the width of the mountain part of the deck plate. It is set to the value of When one of the pair of first frame members 11, 11 constituting the first fixture F1 is located on the shoulder of the peak of the deck plate, the first fixture F1 is superimposed on the welded wire mesh to which the first fixture F1 is attached, as described later. When trying to apply pressure to the other welded wire mesh and connect the vertical strips or horizontal strips of the other welded wire mesh to the coupling means 14, 14 of the first fixture F1, the peaks of the deck plate The first frame member 11 located at the shoulder of the deck plate sinks into the valley of the deck plate, causing warpage in the welded wire mesh and other welded wire meshes. On the other hand, if the dimension between the first frame members 11, 11 of the first fixture F1 is set to a value less than 1/2 of the width of the peak of the deck plate, both the first frame members 11, 11 is prevented from being located on the shoulder of the mountain portion of the deck plate, it is avoided that the welded wire mesh and other welded wire meshes are warped as described above.

前述した両保持部14b,14bの外側部、即ち両保持部14b,14bの第2フレーム部材12,12側の部分にはそれぞれ、前記他の溶接金網の縦条材又は横条材を案内する三角形状の案内部14f,14fが突設してある。案内部14fの天井辺は、保持部14bから離隔するに従ってその高さ寸法が低くなるテーパになしてあり、また、案内部14fの長さ寸法は、当該案内部14fと対向する第1フレーム部材11との間に、前記他の溶接金網の縦条材又は横条材が進入し得ない値になしてある。 The longitudinal strips or horizontal strips of the other welded wire mesh are guided to the outer parts of the above-mentioned holding parts 14b, 14b, that is, the parts of the holding parts 14b, 14b on the second frame members 12, 12 side, respectively. Triangular guide portions 14f, 14f are provided protrudingly. The ceiling side of the guide part 14f is tapered such that its height decreases as it becomes farther away from the holding part 14b, and the length of the guide part 14f is the same as that of the first frame member facing the guide part 14f. 11, the value is set so that the vertical strips or horizontal strips of the other welded wire mesh cannot enter.

後述するように、第1固定具F1を取り付けた溶接金網上に他の溶接金網を重畳させた際に、当該他の溶接金網の縦条材又は横条材が、第1固定具F1の対をなす保持部14b,14b、14b,14b上に位置しなかった場合は、他の溶接金網を、当該縦条材又は横条材が保持部14b,14b、14b,14b上に位置するように平行に移動させるが、このとき、保持部14b,14b、14b,14bに前述した案内部14f,14f、14f,14fが設けられていないと、他の溶接金網が保持部14b,14b、14b,14bに当接するため、円滑な平行移動が阻害される。しかしながら、本発明に係る第1固定具1Fにあっては、保持部14b,14b、14b,14bに前述した案内部14f,14f、14f,14fが設けてあるため、他の溶接金網の縦条材又は横条材が案内部14f,14f、14f,14fの天井辺上を摺動し、他の溶接金網を円滑に平行移動させることができる。 As will be described later, when another welded wire mesh is superimposed on the welded wire mesh to which the first fixture F1 is attached, the vertical strips or horizontal strips of the other welded wire mesh overlap the first fixture F1. If it is not located on the holding parts 14b, 14b, 14b, 14b forming a However, at this time, if the holding parts 14b, 14b, 14b, 14b are not provided with the guide parts 14f, 14f, 14f, 14f, other welded wire meshes will move in parallel to the holding parts 14b, 14b, 14b, 14b, smooth parallel movement is obstructed. However, in the first fixture 1F according to the present invention, since the above-mentioned guide parts 14f, 14f, 14f, 14f are provided in the holding parts 14b, 14b, 14b, 14b, the longitudinal strips of other welded wire meshes are The material or horizontal strip material slides on the ceiling sides of the guide portions 14f, 14f, 14f, 14f, and other welded wire meshes can be smoothly moved in parallel.

また、両本体14a,14aの底部側には、対応する第1フレーム部材11,11に固着させるための固着用片14g,14g,14g、14gが、例えば側面視がL字を構成するように突設してあり、一又は複数(図1にあっては2個)の固着用片14g,14g、14g,14gを対応する第1フレーム部材11,11に溶接又は接着等によって固着させることによって、両本体14a,14aが対応する第1フレーム部材11,11の内側に固定されている。 Further, on the bottom side of both main bodies 14a, 14a, fixing pieces 14g, 14g, 14g, 14g for fixing to the corresponding first frame members 11, 11 are provided, for example, so as to form an L-shape when viewed from the side. By fixing one or more (two in FIG. 1) fixing pieces 14g, 14g, 14g, 14g to the corresponding first frame members 11, 11 by welding, gluing, etc. , both main bodies 14a, 14a are fixed inside the corresponding first frame members 11, 11.

なお、固着用片14gは板形、アーチ形等種々の形状であってよく、本体14aに1又は複数個の固着用片14gを設けてよい。また、本実施の形態では、本体14aと第1フレーム部材11とを別体に構成した場合について示したが、本発明はこれに限らず、鋳造等によって、本体と第1フレーム部材とを一体的に構成してもよい。更に、本実施の形態では、両本体14a,14aを対応する第1フレーム部材11,11の内側に固定した場合について示したが、本発明はこれに限らず、両本体14a,14aを対応する第1フレーム部材11,11上又は対応する第1フレーム部材11,11の外側に固定してもよい。 The fixing piece 14g may have various shapes such as a plate shape or an arch shape, and one or more fixing pieces 14g may be provided on the main body 14a. Further, in this embodiment, a case is shown in which the main body 14a and the first frame member 11 are configured separately, but the present invention is not limited to this, and the main body and the first frame member are integrated by casting or the like. It may be configured as follows. Further, in this embodiment, a case has been described in which both main bodies 14a, 14a are fixed inside the corresponding first frame members 11, 11, but the present invention is not limited to this, and both main bodies 14a, 14a are fixed inside the corresponding first frame members 11, 11. It may be fixed on the first frame members 11,11 or on the outside of the corresponding first frame members 11,11.

ところで、対をなす保持部14b,14b、14b,14bに突設した案内部14f,14f、14f,14fは、対応する本体14a,14aと面一の姿勢になしてもよいが、両第1フレーム部材11,11より外側(図1及び図3参照)又は内側へ屈曲させた場合、前述した固着用片14g,14g、14g,14gを対応する第1フレーム部材11,11にスポット溶接によって固着させる際に、溶接機の電極が案内部14f,14f、14f,14fに接触する事故を回避することができるため好適である。 By the way, the guide parts 14f, 14f, 14f, 14f protruding from the pair of holding parts 14b, 14b, 14b, 14b may be flush with the corresponding main bodies 14a, 14a, When the frame members 11, 11 are bent outward (see FIGS. 1 and 3) or inward, the above-mentioned fixing pieces 14g, 14g, 14g, 14g are fixed to the corresponding first frame members 11, 11 by spot welding. This is preferable because it is possible to avoid an accident in which the electrodes of the welding machine come into contact with the guide parts 14f, 14f, 14f, 14f when doing so.

なお、本実施の形態では、結合手段14,14の本体14a,14aを対応する第1フレーム部材11,11に固定すべく、当該本体14a,14aに固着用片14g,14g、14g,14gを突設した場合について説明したが、本発明はこれに限らず、固着用片14g,14g、14g,14gを設けることなく、結合手段14,14の本体14a,14aと対応する第1フレーム部材11,11とをアーク溶接等によって固着させてもよい。この場合、対をなす保持部14b,14b、14b,14bに突設した案内部14f,14f、14f,14fは、対応する本体14a,14aと面一の姿勢になすことができる。 In this embodiment, in order to fix the bodies 14a, 14a of the coupling means 14, 14 to the corresponding first frame members 11, 11, fixing pieces 14g, 14g, 14g, 14g are attached to the bodies 14a, 14a. Although the case where the protrusions are provided has been described, the present invention is not limited to this, and the first frame member 11 corresponding to the main bodies 14a, 14a of the coupling means 14, 14 is provided without providing the fixing pieces 14g, 14g, 14g, 14g. , 11 may be fixed by arc welding or the like. In this case, the guide portions 14f, 14f, 14f, 14f protruding from the paired holding portions 14b, 14b, 14b, 14b can be flush with the corresponding main bodies 14a, 14a.

一方、本実施の形態では、第1フレーム部材11,11及び第2フレーム部材12,12を棒材にて構成してあるが、本発明はこれに限らず、第1フレーム部材及び第2フレーム部材を板材で構成してもよい。 On the other hand, in this embodiment, the first frame members 11, 11 and the second frame members 12, 12 are made of bar materials, but the present invention is not limited to this, and the first frame members and the second frame members The member may be made of a plate material.

一方、図9は前述した第2固定具F2の一例を示す斜視図である。なお、図9中、図8に示した分部に対応する部分には同じ番号を付してその説明を省略する。 On the other hand, FIG. 9 is a perspective view showing an example of the second fixture F2 mentioned above. Note that in FIG. 9, parts corresponding to those shown in FIG. 8 are given the same numbers and their explanations will be omitted.

図9に示した如く、結合手段14,14を構成する本体14a,14aはそれぞれ、第1フレーム部材11,11の前記保持部14b,14b、14b,14bとは反対側へ適宜長さだけ延設して脚部が形成されており、これら脚部は第2当接部15,15として機能している。 As shown in FIG. 9, the main bodies 14a, 14a constituting the coupling means 14, 14 extend by an appropriate length toward the side opposite to the holding parts 14b, 14b, 14b, 14b of the first frame members 11, 11, respectively. Leg portions are formed at the base plate, and these leg portions function as second abutting portions 15, 15.

すなわち、第2当接部15にあっては、本体14aの第1フレーム部材11から延設した脚部において両側縁をそれぞれ内側又は外側(図9にあっては内側)へ起立させて平面視が略U字状に成形してなり、これによって所要の強度が付与されている。また、第2当接部15には第1フレーム部材11に固着させる第2固着用片15g,15gが、第1フレーム部材11を挟んで前記固着用片14g,14gに対峙するように突設してあり、該第2固着用片15g,15gを第1フレーム部材11に溶接又は接着等によって固着させることによって、第2当接部15が第1フレーム11に固定されている。 That is, in the second contact portion 15, both side edges of the legs extending from the first frame member 11 of the main body 14a are raised inwardly or outwardly (inwardly in FIG. 9), as viewed in plan. is formed into a substantially U-shape, which provides the required strength. Further, second fixing pieces 15g, 15g fixed to the first frame member 11 are protruded from the second contact portion 15 so as to face the fixing pieces 14g, 14g with the first frame member 11 in between. The second abutting portion 15 is fixed to the first frame 11 by fixing the second fixing pieces 15g to the first frame member 11 by welding, adhesive, or the like.

このような第2当接部15にあっては、前述した第1フレーム部材11の当接部11bに替えて、当該第2当接部15が施工対象面に当接するため、固定部11e,11e、11e,11eにて固定した溶接金網及び結合手段14,14に結合された他の溶接金網を、デッキプレートの谷部から離隔した所定の高さ位置に担持することができる。なお、第2固着用片15g,15gの長さ寸法は、図3に示したデッキプレートDPの谷部DBの深さ寸法に応じて定めてあり、前述した第1固定具F1にて担持された溶接金網の高さ位置と、第2固定具F2にて担持された溶接金網の高さ位置とが略同じになるようにしてある。 In such a second contact part 15, instead of the contact part 11b of the first frame member 11 described above, since the second contact part 15 contacts the construction target surface, the fixed part 11e, The welded wire mesh fixed at 11e, 11e, 11e and the other welded wire mesh connected to the coupling means 14, 14 can be supported at a predetermined height position spaced from the valley of the deck plate. The length of the second fixing pieces 15g, 15g is determined according to the depth of the valley DB of the deck plate DP shown in FIG. The height position of the welded wire mesh held by the second fixture F2 is made to be approximately the same as the height position of the welded wire mesh supported by the second fixture F2.

なお、前述した第1固定具F1の本体11aの立上り部11c,11cの高さ寸法を第2固定具F2に設けた第2当接部15の長さ寸法と略同じになし、かかる第1固定具をデッキプレートの谷部に位置させるようにしてもよいが、前述した第2固定具F2にあっては、第2固定具F2の第1固定具F1に相当する部分を第1固定具F1と共有することができるため、製造コストを廉価することができ、好適である。 Note that the height of the rising portions 11c, 11c of the main body 11a of the first fixture F1 described above is approximately the same as the length of the second contact portion 15 provided on the second fixture F2, and the first The fixture may be located in the valley of the deck plate, but in the second fixture F2 described above, the portion of the second fixture F2 that corresponds to the first fixture F1 is located in the first fixture F2. Since it can be shared with F1, manufacturing costs can be reduced, which is preferable.

一方、図10及び図11は前述した第1スペーサSP1及び第2スペーサSP2の一例を示す斜視図である。第1スペーサSP1は図8に示した結合手段14,14を具備しない以外は、第1固定具F1と略同じ構成をなしており、また、第2スペーサSP2は図9に示した結合手段14,14を具備しない以外は、第2固定具F2と略同じ構成をなしている。 On the other hand, FIGS. 10 and 11 are perspective views showing examples of the first spacer SP1 and second spacer SP2 described above. The first spacer SP1 has substantially the same configuration as the first fixture F1 except that it does not include the coupling means 14, 14 shown in FIG. , 14 is not provided, it has substantially the same configuration as the second fixture F2.

すなわち、第1スペーサSP1は、図10に示した如く、棒状材を倒立凸形状に成形してなる一対の第1フレーム部材11,11と、短寸棒状の一対の第2フレーム部材12,12とを平面視が井桁状に固定してあり、第1フレーム部材11,11の両端部にはそれぞれ、溶接金網に固定するための固定部11e,11e、11e,11eが設けてある。 That is, as shown in FIG. 10, the first spacer SP1 includes a pair of first frame members 11, 11 formed by molding rod-shaped members into an inverted convex shape, and a pair of short rod-shaped second frame members 12, 12. The first frame members 11, 11 are fixed in a parallel grid shape when viewed from above, and fixing portions 11e, 11e, 11e, 11e for fixing to the welded wire mesh are provided at both ends of the first frame members 11, 11, respectively.

第1フレーム部材11は、施工対象面に当接可能な直線分状の当接部11bの両端部をそれぞれ立ち上がらせて立上り部11c,11cとし、全体としてU字状に成形された本体(担持部)11aを有している。この本体11aの両端にはそれぞれ、短寸のアーム部11d,11dが前記当接部11bと略平行な姿勢で互いに離隔する方向へ延設してあり、両アーム部11d,11dの先端部分は、前記立上り部11c,11cと平行な姿勢で立ち上がらせるとともに、互いに外側へ湾曲させて前述したフック状の固定部11e,11eが形成されている。 The first frame member 11 has a main body (carrying part) 11a. At both ends of the main body 11a, short arm portions 11d, 11d extend in a direction substantially parallel to the contact portion 11b and away from each other, and the tip portions of both arm portions 11d, 11d The above-mentioned hook-shaped fixing parts 11e, 11e are formed by standing up in a posture parallel to the rising parts 11c, 11c and curving outward from each other.

第1フレーム部材11に設けられた両固定部11e,11eの内底部間の寸法は、第1固定具F1を取り付ける溶接金網を構成する相隣る縦条材間の外寸又は相隣る横条材間の外寸と略同じ値にしてあり、また、両固定部11e,11eの曲率は前記縦条材又は横条材の周面の曲率と略同じ値にしてある。前記両固定部11e,11eは、前記溶接金網の縦条材の周面又は横条材の周面に、当該周面の周方向へ1/4を少し超える範囲で外嵌し得る長さ寸法にしてある。また、前記両固定部11e,11eの先端面ST,STは、平行配置された本体11a,11aの両当接部11b,11bにて形成される平面と平行な平面Hとのなす角αが略45°になる斜面になしてあり、これによって先端面ST,STの先端部が前記溶接金網の縦条材の周面又は横条材の周面に係合するようになっている。 The dimension between the inner bottoms of both fixing parts 11e and 11e provided on the first frame member 11 is the outer dimension between adjacent vertical strips that constitute the welded wire mesh to which the first fixture F1 is attached, or the dimension between adjacent horizontal strips. The outer dimensions between the strips are approximately the same, and the curvatures of the fixed portions 11e and 11e are approximately the same as the curvature of the circumferential surface of the vertical or horizontal strips. Both fixing portions 11e, 11e have a length that allows them to be fitted onto the circumferential surface of the vertical strip or the circumferential surface of the horizontal strip of the welded wire mesh within a range of slightly more than 1/4 in the circumferential direction of the circumferential surface. It is set as. Further, the tip surfaces ST, ST of both the fixing parts 11e, 11e have an angle α between the plane formed by the contact parts 11b, 11b of the main bodies 11a, 11a arranged in parallel and the parallel plane H. The slope is approximately 45°, so that the tip ends of the tip surfaces ST and ST engage with the circumferential surface of the vertical strip or the circumferential surface of the horizontal strip of the welded wire mesh.

平行配置された両第1フレーム部材11,11間の寸法は、第1固定具F1を取り付ける溶接金網を構成する相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くしてあり、前述した両第2フレーム部材12,12が、両第1フレーム部材11,11の本体11a,11aの両端部分にそれぞれ架設してある。この第2フレーム部材12,12の長さ寸法も第1固定具F1を取り付ける溶接金網を構成する相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くしてあり、対向配置された両第2フレーム部材12,12間の寸法も同様に、相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くなしてある。 The dimension between the first frame members 11, 11 arranged in parallel is shorter than the dimension between adjacent vertical strips or the dimension between adjacent horizontal strips that constitute the welded wire mesh to which the first fixture F1 is attached. The second frame members 12, 12 described above are respectively installed at both end portions of the main bodies 11a, 11a of the first frame members 11, 11. The length dimension of the second frame members 12, 12 is also shorter than the dimension between adjacent vertical strips or the dimension between adjacent horizontal strips constituting the welded wire mesh to which the first fixture F1 is attached, The dimension between the second frame members 12, 12, which are arranged opposite to each other, is similarly shorter than the dimension between adjacent vertical strip members or the dimension between adjacent horizontal strip members.

このような第1スペーサSP1にあっては、前述した第1固定具F1と同様、固定部11e,11e、11e,11eを溶接金網の縦条材又は横条材に外嵌させることによって、スペーサを溶接金網に固定しておき、当該溶接金網をデッキプレート上の所定位置に、スペーサがデッキプレートの山部に位置するように配置する。溶接金網はスペーサによって、デッキプレートの山部から所定の高さだけ離隔する位置に保持される。 In such a first spacer SP1, similarly to the first fixture F1 described above, the spacer is fixed to a welded wire mesh, and the welded wire mesh is placed at a predetermined position on the deck plate so that the spacer is located at the peak of the deck plate. The welded wire mesh is held by a spacer at a position separated from the crest of the deck plate by a predetermined height.

一方、図11に示した如く、第2スペーサSP2は、図9の第2固定具F2と略同様、前述した第1フレーム部材11,11の当接部11b,11bの長手方向の中途位置に、平面視が略コ字状の板材を適宜長さだけ垂下してなる脚状の第2当接部35,35を設けて構成してあり、第2当接部35の長さ寸法は、前述したデッキプレートDPの谷部DB(図3参照)の深さ寸法に応じて定めてある。 On the other hand, as shown in FIG. 11, the second spacer SP2 is located midway in the longitudinal direction of the abutment portions 11b, 11b of the first frame members 11, 11, substantially similar to the second fixture F2 of FIG. , leg-shaped second abutting parts 35, 35 are formed by hanging a plate material having a substantially U-shape in plan view by an appropriate length, and the length dimension of the second abutting part 35 is as follows. It is determined according to the depth dimension of the valley portion DB (see FIG. 3) of the deck plate DP mentioned above.

そして、図2に示した如く、このような第1固定具F1、第2固定具F2、第1スペーサSP1及び第2スペーサSP2を溶接金網WM,WM,…に取付ける方向を次のように定める(ステップS15)。 Then, as shown in FIG. 2, the direction in which the first fixture F1, second fixture F2, first spacer SP1, and second spacer SP2 are attached to the welded wire meshes WM, WM, ... is determined as follows. (Step S15).

すなわち、図5及び図6に示した如く、第1固定具F1又は第2固定具F2にあっては、横方向に相隣らせて配置される溶接金網WM,WM,…の重畳領域には、対をなす第1フレーム部材11,11が溶接金網WMの横条材W2,W2,…と平行な姿勢に定める。これによって、横方向に相隣らせて配置された溶接金網WM,WM,…に横方向へのずれが生じることを防止することができる。一方、縦方向に相隣らせて配置される溶接金網WM,WM,…の重畳領域には、対をなす第1フレーム部材11,11が溶接金網WMの縦条材W1,W1,…と平行な姿勢に定める。これによって、縦方向に相隣らせて配置された溶接金網WM,WM,…に縦方向へのずれが生じることを防止することができる。 That is, as shown in FIGS. 5 and 6, in the first fixture F1 or the second fixture F2, in the overlapping region of the welded wire meshes WM, WM, ... arranged side by side in the horizontal direction, The pair of first frame members 11, 11 are set in a posture parallel to the horizontal strips W2, W2, . . . of the welded wire mesh WM. As a result, it is possible to prevent the welded metal meshes WM, WM, . On the other hand, in the overlapping region of the welded wire meshes WM, WM, ... arranged adjacent to each other in the longitudinal direction, the paired first frame members 11, 11 are connected to the vertical strip members W1, W1, ... of the welded wire mesh WM. Set in a parallel position. This can prevent the welded wire meshes WM, WM, . . . , which are arranged adjacent to each other in the vertical direction, from shifting in the vertical direction.

前述した如く、横方向及び縦方向に互いに相隣る4枚の溶接金網WM,WM,WM,WMが重畳する部分は、第1固定具F1及び/又は第2固定具F2によって取り囲まれるようになっている。そして、横方向に相隣らせて配置された溶接金網WM,WMは、第1固定具F1又は第2固定具F2によって横方向へのずれが防止され、また、縦方向に相隣らせて配置された溶接金網WM,WMは、第1固定具F1又は第2固定具F2によって縦方向へのずれが防止されるため、4枚の溶接金網WM,WM,WM,WMが重畳する部分にあっては、縦方向及び横方向へのずれが共に防止される。 As described above, the overlapping portion of the four welded wire meshes WM, WM, WM, WM adjacent to each other in the horizontal and vertical directions is surrounded by the first fixture F1 and/or the second fixture F2. It has become. The welded wire meshes WM, WM placed next to each other in the horizontal direction are prevented from shifting in the horizontal direction by the first fixture F1 or the second fixture F2, and are also placed next to each other in the vertical direction. The welded wire meshes WM, WM arranged in the same manner are prevented from shifting in the vertical direction by the first fixture F1 or the second fixture F2. In this case, displacement in both the vertical and horizontal directions is prevented.

一方、第1スペーサSP2及び第2スペーサSP2にあっては、対をなす第1フレーム部材31a,31aが、図3に示したデッキプレートDPの長手方向と平行な姿勢に定める。 On the other hand, in the first spacer SP2 and the second spacer SP2, the paired first frame members 31a, 31a are set in a posture parallel to the longitudinal direction of the deck plate DP shown in FIG.

このようにして、第1固定具F1、第2固定具F2、第1スペーサSP1及び/又は第2スペーサSP2を溶接金網WM,WM,…に取付ける位置及び方向が定まると、施工者は図5に示した施工設計図に基いて、当該配置がデッキプレートの山部である場合には第1固定具F1,F1,…又は第1スペーサSP1,SP1,…を選定し、当該配置がデッキプレートの谷部である場合には第2固定具F2,F2,…又は第2スペーサSP2,SP2,…を選定して(ステップS16)、実行すべき施工設計図を得る(ステップS17)。 In this way, when the positions and directions for attaching the first fixture F1, second fixture F2, first spacer SP1 and/or second spacer SP2 to the welded wire mesh WM, WM, ... are determined, the installer Based on the construction drawings shown in , if the arrangement is at the peak of the deck plate, select the first fixtures F1, F1,... or the first spacers SP1, SP1,..., and if the arrangement is at the peak of the deck plate. , the second fixtures F2, F2, . . . or the second spacers SP2, SP2, . . . are selected (step S16), and a construction design drawing to be executed is obtained (step S17).

このようにして、施工設計工程が終了すると、図1に示した如く施工者は、必要数の溶接金網について、施工設計工程で設計した形状に成形する加工を実施し(ステップS3)、加工した各溶接金網それぞれについて、施工設計工程において決定した溶接金網の表裏、溶接金網の各位置に第1固定具、第2固定具、第1スペーサ及び/又は第2スペーサを、施工設計工程で設計した方向で取り付ける(ステップS5)。なお、各溶接金網の成形加工、成形加工した各溶接金網への第1固定具、第2固定具、第1スペーサ及び/又は第2スペーサの取付は、溶接金網を製造する工場で行うと作業効率が高く好適であるが、施工場所で行ってもよい。 When the construction design process is completed in this way, as shown in Figure 1, the builder performs processing to form the required number of welded wire meshes into the shape designed in the construction design process (step S3). For each welded wire mesh, a first fixture, a second fixture, a first spacer, and/or a second spacer were designed in the construction design process on the front and back of the welded wire mesh, and at each position of the welded wire mesh determined in the construction design process. direction (step S5). In addition, the forming of each welded wire mesh and the attachment of the first fixture, second fixture, first spacer, and/or second spacer to each formed welded wire mesh are performed at the factory that manufactures the welded wire mesh. Although this method is highly efficient and suitable, it may also be performed at the construction site.

このように、成形加工され、第1固定具、第2固定具、第1スペーサ及び/又は第2スペーサが取り付けられた各溶接金網が得られると、施工者は、施工対象面において全ての溶接金網の配置が完了したか否かを判断し(ステップS6)、全ての溶接金網の配置が完了していない場合、前述した施工設計図(図5参照)に定められた配置及び順番で、該当する溶接金網を配置し(ステップS7)、相隣る溶接金網との重畳領域において、第1固定具及び/又は第2固定具の上に位置する溶接金網の縦条材及び/又は横条材に押圧を印加して、第1固定具及び/又は第2固定具の結合手段に当該溶接金網の縦条材及び/又は横条材を結合させ、重畳された両溶接金網を互いに固定させる(ステップS8)。そして、施工者は、ステップS6で施工対象面において全ての溶接金網の配置が完了したと判断するまで、ステップS6からステップS8までの操作を繰り返す。これによって、施工者及び作業員に重労働を強いることなく、未熟な施工者及び作業員であっても複数の溶接金網を短時間で確実に施工することができる。 In this way, when each welded wire mesh is formed and the first fixture, the second fixture, the first spacer, and/or the second spacer are attached, the constructor can perform all welding on the surface to be constructed. It is determined whether the placement of the wire mesh has been completed (step S6), and if the placement of all the welded wire mesh has not been completed, the corresponding (step S7), and in the overlapping region with adjacent welded wire meshes, the vertical strips and/or horizontal strips of the welded wire meshes are positioned above the first fixture and/or the second fixture. Applying pressure to the connecting means of the first fixture and/or the second fixture to connect the vertical strips and/or the horizontal strips of the welded wire mesh, thereby fixing both the overlapping welded wire meshes to each other ( Step S8). Then, the builder repeats the operations from step S6 to step S8 until it is determined in step S6 that all the welded wire meshes have been placed on the construction target surface. As a result, even inexperienced installers and workers can reliably install a plurality of welded wire meshes in a short time without forcing the installers and workers to perform heavy labor.

なお、前述した溶接金網の縦条材及び/又は横条材への押圧の印加は、施工者の足で縦条材又は横条材を踏むことによって実施すると好適である。すなわち、例えば、二人の施工者が一枚の溶接金網を挟持して、当該溶接金網を施工設計図に定められた位置に、先に配置された一又は複数の溶接金網にその縁部が重畳するように配置した後、第1固定具及び/又は第2固定具の上に位置する溶接金網の縦条材及び/又は横条材を踏み付けて、第1固定具の結合手段及び/又は第2固定具の結合手段に当該溶接金網の縦条材及び/又は横条材を結合させるのである。これによって、新たな溶接金網の配置、及び、先に配置された溶接金網と当該新たな溶接金網との固定を、一回の作業で実施することができ、作業効率が可及的に高くすることができる。 Note that it is preferable that the above-described pressure is applied to the vertical strips and/or the horizontal strips of the welded wire mesh by stepping on the vertical strips or the horizontal strips with the feet of the builder. That is, for example, two constructors hold a piece of welded wire mesh between them and place the welded wire mesh in the position specified in the construction drawings so that the edge of the welded wire mesh touches one or more previously placed welded wire meshes. After arranging the first fixture and/or the second fixture, the longitudinal and/or horizontal strips of the welded wire mesh located on the first fixture and/or the second fixture are stepped on, and the coupling means and/or The longitudinal and/or horizontal strips of the welded wire mesh are coupled to the coupling means of the second fixture. This allows the placement of a new welded wire mesh and the fixing of the previously placed welded wire mesh to the new welded wire mesh in one operation, making work efficiency as high as possible. be able to.

図12は、一の溶接金網に取り付けた第1固定具上に他の溶接金網を重畳させた状態を示す部分拡大斜視図であり、図13は、図12に示した第1固定具によって両溶接金網を互いに固定した状態を示す部分拡大斜視図である。なお、両図中、図8に示した分部対応する部分には同じ番号が付してある。 FIG. 12 is a partially enlarged perspective view showing a state in which another welded wire mesh is superimposed on a first fixture attached to one welded wire mesh, and FIG. FIG. 3 is a partially enlarged perspective view showing a state in which welded wire meshes are fixed to each other. In both figures, parts corresponding to those shown in FIG. 8 are given the same numbers.

図12に示したように、一の溶接金網WMは表の状態であり、当該一の溶接金網WMの相隣る縦条材W1,W1に、第1固定具F1のアーム部11d,11d、11d,11d先端に設けた固定部11e,11e、11e,11eを外嵌させて、第1固定具F1が一の溶接金網WMに取り付けられている。かかる溶接金網WMが、前述した如く施工対象面の所定位置に施設されている。 As shown in FIG. 12, one welded wire mesh WM is in the front state, and the arm portions 11d, 11d of the first fixture F1 are attached to the adjacent longitudinal members W1, W1 of the one welded wire mesh WM. The first fixture F1 is attached to one welded wire mesh WM by fitting the fixing parts 11e, 11e, 11e, 11e provided at the tips of 11d, 11d onto the outside. Such welded wire mesh WM is installed at a predetermined position on the construction target surface as described above.

この溶接金網WMの縁部上に、裏の状態になした他の溶接金網WMの縁部の所定領域が重畳してあり、他の溶接金網WMの縦条材W1が、図12に示したように、前記第1固定具F1に設けられた両結合手段14,14の挿入口14c,14c上に配置されている。 On the edge of this welded wire mesh WM, a predetermined area of the edge of another welded wire mesh WM which is in the reverse state is superimposed, and the longitudinal strip member W1 of the other welded wire mesh WM is shown in FIG. As shown in FIG.

そして、施工者が、重畳させた他の溶接金網WMの当該縦条材W1を踏み付けることによって、当該縦条材W1に押圧を印加し、これによって、図13に示した如く、当該縦条材W1を両結合手段14,14内へ嵌入させ、縦条材W1を結合手段14,14に結合させる。これによって、未熟な作業員であっても、一の溶接金網WMと他の溶接金網WMとをワンタッチで確実に固定することができる。 Then, the constructor applies pressure to the vertical strip W1 by stepping on the vertical strip W1 of another superimposed welded wire mesh WM, and thereby, as shown in FIG. The material W1 is inserted into both coupling means 14, 14, and the longitudinal strip W1 is coupled to the coupling means 14, 14. Thereby, even an unskilled worker can reliably fix one welded wire mesh WM and another welded wire mesh WM with one touch.

図14は、図8に示した第1固定具F1と当該第1固定具F1によって固定された溶接金網WM,WMとの部分側面図である。かかる配置構成にあっては、第1固定具F1が前述した図5中の位置g1に配置された場合に相当している。なお、図中、図8に対応する部分には同じ番号が付してある。 FIG. 14 is a partial side view of the first fixture F1 shown in FIG. 8 and the welded wire meshes WM, WM fixed by the first fixture F1. This arrangement corresponds to the case where the first fixture F1 is arranged at the position g1 in FIG. 5 described above. Note that in the figure, parts corresponding to those in FIG. 8 are given the same numbers.

図14に示した如く、施工対象面側に表の溶接金網WMを敷設し、その上に裏の溶接金網WMを重畳させてあり、下側の溶接金網WMの縦条材W1は対応する横条材W2の上側に、また上側の溶接金網WMの縦条材W1は対応する横条材W2の下側に位置している。下側の溶接金網WMの縦条材W1,W1に第1固定具F1の固定部11e,11e、11e,11eを外嵌させて、第1固定具F1が表の溶接金網WMに取り付けられており、これによって下側の溶接金網WMが施工対象面から離隔した位置に担持されている。そして、上側の溶接金網WMの縦条材W1が第1固定具F1の結合手段14に設けられた挿入部14e内に挿入されて、下側の溶接金網WMと上側の溶接金網WMとが結合固定されている。 As shown in Fig. 14, the front welded wire mesh WM is laid on the surface to be constructed, and the back welded wire mesh WM is superimposed on it. The vertical strips W1 of the upper welded wire mesh WM are located above the strips W2, and below the corresponding horizontal strips W2. The fixing parts 11e, 11e, 11e, 11e of the first fixture F1 are fitted onto the vertical strips W1, W1 of the lower welded wire mesh WM, and the first fixture F1 is attached to the front welded wire mesh WM. As a result, the lower welded wire mesh WM is supported at a position separated from the construction target surface. Then, the vertical strip W1 of the upper welded wire mesh WM is inserted into the insertion portion 14e provided in the coupling means 14 of the first fixture F1, and the lower welded wire mesh WM and the upper welded wire mesh WM are combined. Fixed.

一方、図15は溶接金網の他の位置に配置された第1固定具F1と当該第1固定具F1によって固定された溶接金網WM,WMとの部分側面図であり、第1固定具F1が前述した図5中の位置g2に配置された場合に相当している。 On the other hand, FIG. 15 is a partial side view of the first fixture F1 disposed at another position of the welded wire mesh and the welded wire meshes WM, WM fixed by the first fixture F1, in which the first fixture F1 is This corresponds to the case where it is placed at position g2 in FIG. 5 described above.

図15に示した如く、施工対象面側に裏の溶接金網WMを敷設し、その上に裏の溶接金網WMを重畳させてあり、下側の溶接金網WMの縦条材W1と上側の溶接金網WMの縦条材W1とは互いに対応する横条材W2,W2の下側に位置している。下側の溶接金網WMの横条材W2,W2に第1固定具F1の固定部11e,11e、11e,11eを外嵌させて、第1固定具F1が裏の溶接金網WMに取り付けられており、これによって下側の溶接金網WMが施工対象面から離隔した位置に担持されている。そして、上側の溶接金網WMの横条材W2が第1固定具F1の結合手段14に設けられた挿入部14e内に挿入されて、下側の溶接金網WMと上側の溶接金網WMとが結合固定されている。 As shown in FIG. 15, the back welded wire mesh WM is laid on the surface to be constructed, and the back welded wire mesh WM is superimposed on it, and the vertical strips W1 of the lower welded wire mesh WM and the upper welded The vertical strips W1 of the wire mesh WM are located below the corresponding horizontal strips W2, W2. The fixing parts 11e, 11e, 11e, 11e of the first fixture F1 are fitted onto the horizontal strips W2, W2 of the lower welded wire mesh WM, and the first fixture F1 is attached to the back welded wire mesh WM. As a result, the lower welded wire mesh WM is supported at a position separated from the construction target surface. Then, the horizontal strip member W2 of the upper welded wire mesh WM is inserted into the insertion portion 14e provided in the coupling means 14 of the first fixture F1, and the lower welded wire mesh WM and the upper welded wire mesh WM are combined. Fixed.

また、図16は溶接金網の更に他の位置に配置された第1固定具F1と当該第1固定具F1によって固定された溶接金網WM,WMとの部分側面図であり、第1固定具F1が前述した図5中の位置g3に配置された場合に相当している。 Further, FIG. 16 is a partial side view of the first fixture F1 disposed at another position of the welded wire mesh and the welded wire meshes WM, WM fixed by the first fixture F1, and shows the first fixture F1. This corresponds to the case where is placed at position g3 in FIG. 5 described above.

図16に示した如く、施工対象面側に裏の溶接金網WMを敷設し、その上に表の溶接金網WMを重畳させてある。下側の溶接金網WMの横条材W2と上側の溶接金網WMの横条材W2とは略同じ高さ位置になっており、また下側の溶接金網WMの縦条材W1は対応する横条材W2の下側に、一方、上側の溶接金網WMの縦条材W1は対応する横条材W2の上側にそれぞれ位置している。下側の溶接金網WMの縦条材W1,W1に第1固定具F1の固定部11e,11e、11e,11eを外嵌させて、第1固定具F1が裏の溶接金網WMに取り付けられており、これによって下側の溶接金網WMが施工対象面から離隔した位置に担持されている。そして、上側の溶接金網WMの横条材W2が第1固定具F1の結合手段14に設けられた挿入部14e内に挿入されて、下側の溶接金網WMと上側の溶接金網WMとが結合固定されている。 As shown in FIG. 16, the back welded wire mesh WM is laid on the surface to be constructed, and the front welded wire mesh WM is superimposed thereon. The horizontal strips W2 of the lower welded wire mesh WM and the horizontal strips W2 of the upper welded wire mesh WM are at approximately the same height, and the vertical strips W1 of the lower welded wire mesh WM are at the corresponding horizontal height. The vertical strips W1 of the upper welded wire mesh WM are located below the strips W2, while the vertical strips W1 of the upper welded wire mesh WM are located above the corresponding horizontal strips W2. The fixing parts 11e, 11e, 11e, 11e of the first fixture F1 are fitted onto the vertical strips W1, W1 of the lower welded wire mesh WM, and the first fixture F1 is attached to the back welded wire mesh WM. As a result, the lower welded wire mesh WM is supported at a position separated from the construction target surface. Then, the horizontal strip member W2 of the upper welded wire mesh WM is inserted into the insertion portion 14e provided in the coupling means 14 of the first fixture F1, and the lower welded wire mesh WM and the upper welded wire mesh WM are combined. Fixed.

更に、図17は溶接金網の他の位置に配置された第1固定具F1と当該第1固定具F1によって固定された溶接金網WM,WMとの部分側面図であり、第1固定具F1が前述した図5中の位置g4に配置された場合に相当している。 Furthermore, FIG. 17 is a partial side view of the first fixture F1 disposed at another position of the welded wire mesh and the welded wire meshes WM, WM fixed by the first fixture F1, where the first fixture F1 is This corresponds to the case where it is placed at position g4 in FIG. 5 described above.

図17に示した如く、施工対象面側に表の溶接金網WMを敷設し、その上に表の溶接金網WMを重畳させてあり、下側の溶接金網WMの縦条材W1と上側の溶接金網WMの縦条材W1とは互いに対応する横条材W2,W2の上側に位置している。下側の溶接金網WMの横条材W2,W2に第1固定具F1の固定部11e,11e、11e,11eを外嵌させて、第1固定具F1が表の溶接金網WMに取り付けられており、これによって下側の溶接金網WMが施工対象面から離隔した位置に担持されている。そして、上側の溶接金網WMの横条材W2が第1固定具F1の結合手段14に設けられた挿入部14e内に挿入されて、下側の溶接金網WMと上側の溶接金網WMとが結合固定されている。 As shown in FIG. 17, the front welded wire mesh WM is laid on the surface to be constructed, and the front welded wire mesh WM is superimposed on it, and the vertical strips W1 of the lower welded wire mesh WM and the upper welded The vertical strips W1 of the wire mesh WM are located above the corresponding horizontal strips W2, W2. The fixing parts 11e, 11e, 11e, 11e of the first fixture F1 are fitted onto the horizontal strips W2, W2 of the lower welded wire mesh WM, and the first fixture F1 is attached to the front welded wire mesh WM. As a result, the lower welded wire mesh WM is supported at a position separated from the construction target surface. Then, the horizontal strip member W2 of the upper welded wire mesh WM is inserted into the insertion portion 14e provided in the coupling means 14 of the first fixture F1, and the lower welded wire mesh WM and the upper welded wire mesh WM are combined. Fixed.

一方、図18は溶接金網に取り付けられた第1スペーサSP1と当該溶接金網WMとの部分側面図である。 On the other hand, FIG. 18 is a partial side view of the first spacer SP1 attached to the welded wire mesh and the welded wire mesh WM.

図18に示した如く、施工対象面側に表又は裏(図18にあっては表)の溶接金網WMが敷設してある。当該溶接金網WMの横条材W2,W2又は縦条材W1,W1(図18にあっては横条材W2,W2)に第1スペーサSP1の固定部11e,11e、11e,11eを外嵌させて、第1スペーサSP1が当該溶接金網WMに取り付けられており、これによって溶接金網WMが施工対象面から離隔した位置に担持されている。 As shown in FIG. 18, a front or back (front in FIG. 18) welded wire mesh WM is laid on the surface to be constructed. The fixed parts 11e, 11e, 11e, 11e of the first spacer SP1 are externally fitted onto the horizontal strips W2, W2 or the vertical strips W1, W1 (horizontal strips W2, W2 in FIG. 18) of the welded wire mesh WM. The first spacer SP1 is attached to the welded wire mesh WM, thereby supporting the welded wire mesh WM at a position separated from the surface to be constructed.

なお、図14~図17にあっては第1固定具F1を用いた場合について、また図18にあっては第1スペーサSP1を用いた場合についてそれぞれ示したが、これらにおいて第1固定具F1に替えて第2固定具F2を、また、第1スペーサSP1に替えて第2スペーサSP2を用いることができることは言うまでもない。 14 to 17 show the case where the first fixture F1 is used, and FIG. 18 shows the case where the first spacer SP1 is used, but in these, the first fixture F1 It goes without saying that the second fixture F2 can be used instead of the first spacer SP1, and the second spacer SP2 can be used instead of the first spacer SP1.

一方、第1固定具F1及び第2固定具F2、第1スペーサSP1及び第2スペーサSP2は、前述した形態以外の形態であっても適用し得る。 On the other hand, the first fixture F1, the second fixture F2, the first spacer SP1, and the second spacer SP2 can be applied even if they have a format other than those described above.

なお、本形態では相隣る溶接金網WM,WMを、その縁部の1.5個分の枡目Mが重畳するように配置した場合について説明したが、本発明はこれに限らず、一の溶接金網WMと他の溶接金網WMとは、施工対象面に対向する両者の枡目M,Mの位置が相互にずれるように、即ち両者の枡目M,Mの位置が異なるように重畳させる場合に適用し得る。この場合、第1固定具F1及び第2固定具F2にあっては、第1フレーム部材11,11の長手方向の適宜位置、即ち両者の枡目M,Mの位置のずれに応じた位置に結合手段14,14を設けておく。これによって、相隣る溶接金網WM,WMは第1固定具F1又は第2固定具F2によって、両者の枡目M,Mが互いに丁度重なり合うこと無く、相互に位置を異ならせた状態で結合固定される。 In addition, in this embodiment, a case has been described in which adjacent welded wire meshes WM, WM are arranged so that 1.5 square meshes M of their edges overlap, but the present invention is not limited to this. The welded wire mesh WM and the other welded wire mesh WM are superimposed so that the positions of the meshes M, M of both facing the work surface are shifted from each other, that is, the positions of the meshes M, M of both are different. It can be applied when In this case, the first fixture F1 and the second fixture F2 are placed at appropriate positions in the longitudinal direction of the first frame members 11, 11, that is, at positions corresponding to the deviation in the positions of the squares M, M of both. Coupling means 14, 14 are provided. As a result, the adjacent welded wire meshes WM and WM are connected and fixed by the first fixture F1 or the second fixture F2 in a state where the meshes M and M of both do not exactly overlap each other and are at different positions. be done.

(発明を実施するための第2の形態)
図19は発明を実施するための第2の形態に係る施工方法を説明するための施工設計図であり、相隣る溶接金網にあってその縁部を、それぞれの枡目が互いに重なり合うように重畳させるようにしてある。なお、図19中、図5に示した部分に対応する部分には同じ番号を付してその説明を省略する。また、本形態に係る施工手順は図1及び図2に示したものと実質的に同じである。
(Second form for carrying out the invention)
FIG. 19 is a construction design drawing for explaining the construction method according to the second embodiment of the invention, in which the edges of adjacent welded wire meshes are arranged so that the respective squares overlap each other. They are made to overlap. Note that in FIG. 19, parts corresponding to those shown in FIG. 5 are given the same numbers and their explanations will be omitted. Further, the construction procedure according to this embodiment is substantially the same as that shown in FIGS. 1 and 2.

図19に示した如く、複数の溶接金網WM,WM,…が縦方向及び横方向へ配置してあり、相隣る溶接金網WM,WM、WM,WM、…,…はその縁部の2個分の枡目M,Mが互いに重なり合うように重畳させてある。 As shown in FIG. 19, a plurality of welded wire meshes WM, WM, ... are arranged in the vertical and horizontal directions, and adjacent welded wire meshes WM, WM, WM, WM, ..., The individual squares M and M are overlapped so that they overlap each other.

本例に示した施工設計図にあっては、図5に示した施工設計図と同様、図19中左上の隅に配置する溶接金網WMを一番目として、表の状態で配置してあり、その右隣に二番目の溶接金網WMを裏の状態で、その短辺縁部の2つの枡目M,Mの領域が互いに重畳するように配置してある。同様に、二番目の溶接金網WMの右隣に、図示しない三番目の溶接金網WMを表の状態で配置してある。 In the construction design drawing shown in this example, similar to the construction design drawing shown in FIG. 5, the welded wire mesh WM placed in the upper left corner in FIG. A second welded wire mesh WM is placed on the right side of the second welded wire mesh WM with its back side in such a manner that the areas of the two square meshes M and M on the short edges thereof overlap with each other. Similarly, a third welded wire mesh WM (not shown) is placed face-up to the right of the second welded wire mesh WM.

当該行の端末位置まで溶接金網WM,WM,…を順次配置すると、次の行の前記開始位置に対応する先頭位置へ移って、前述した一番目の溶接金網WMの手前下側に四番目の溶接金網WMを表の状態で、その長辺縁部の2個分の枡目M,Mの領域が互いに重畳するように配置し、当該先頭位置から横方向へ溶接金網WM,WM,…を前同様に配置する。そして、かかる操作を繰り返して、全ての溶接金網WM,WM,…の施工順を定める。 When the welded wire meshes WM, WM, ... are placed in sequence up to the terminal position of the row, they move to the top position corresponding to the start position of the next row, and the fourth welded wire mesh WM is placed on the lower side in front of the first welded wire mesh WM. Place the welded wire mesh WM face up so that the areas of the two square meshes M and M on its long edges overlap each other, and move the welded wire meshes WM, WM, ... in the lateral direction from the top position. Place it as before. Then, by repeating this operation, the order of construction of all the welded wire meshes WM, WM, . . . is determined.

ここで、本形態にあっては、表の溶接金網WM上に裏の溶接金網WMを重畳させる場合、前者の縦条材W1,W1,…と後者の縦条材W1,W1,…とを同じ高さ位置になして、両者が重ならないように施工する。また、裏の溶接金網WM上に表の溶接金網WMを重畳させる場合、前者の横条材W2,W2,…と後者の横条材W2,W2,…とを同じ高さ位置になして、両者が重ならないように施工する。一方、表の溶接金網WM上に表の溶接金網WMを重畳させる場合、及び裏の溶接金網WM上に裏の溶接金網WMを重畳させる場合、両者の枡目M,Mが一致するように施工することができる。 Here, in this embodiment, when superimposing the back welded wire mesh WM on the front welded wire mesh WM, the former vertical strips W1, W1,... and the latter longitudinal strips W1, W1,... Install them at the same height so that they do not overlap. In addition, when superimposing the front welded wire mesh WM on the back welded wire mesh WM, the former horizontal strip members W2, W2, ... and the latter horizontal strip members W2, W2, ... are placed at the same height position, Construct so that the two do not overlap. On the other hand, when superimposing the front welded wire mesh WM on the front welded wire mesh WM, and when superimposing the back welded wire mesh WM on the back welded wire mesh WM, construction should be carried out so that the squares M and M of both sides match. can do.

図20及び図21は、表の溶接金網WM上に表の溶接金網WMを重畳させた場合の両者の重畳部分を示す部分拡大平面図及び部分拡大正面図であり、また、図22及び図23は、裏の溶接金網WM上に裏の溶接金網WMを重畳させた場合の両者の重畳部分を示す部分拡大平面図及び部分拡大正面図である。なお、これらの図中、図19に示した部分に対応する部分には同じ番号が付してある。 20 and 21 are a partially enlarged plan view and a partially enlarged front view showing the overlapping portion of the front welded wire mesh WM when the front welded wire mesh WM is superimposed on the front welded wire mesh WM, and FIGS. 22 and 23 These are a partially enlarged plan view and a partially enlarged front view showing the overlapping portion of the back welded wire mesh WM when the back welded wire mesh WM is superimposed on the back welded wire mesh WM. In addition, in these figures, the same numbers are given to the parts corresponding to the parts shown in FIG. 19.

図20及び図21に示したように、表の溶接金網WM上に表の溶接金網WMを重畳させた場合にあっては、下側の溶接金網WMの縦条材W1,W1及び横条材W2,W2と、上側の溶接金網WMの縦条材W1,W1及び横条材W2,W2とが一致しているため、図20に示したように平面視では、上側の溶接金網WMの縦条材W1,W1及び横条材W2,W2のみが現れている。同様に、裏の溶接金網WM上に裏の溶接金網WMを重畳させた場合にあっても、下側の溶接金網WMの縦条材W1,W1及び横条材W2,W2と、上側の溶接金網WMの縦条材W1,W1及び横条材W2,W2とが一致しているため、図22に示したように平面視では、上側の溶接金網WMの縦条材W1,W1及び横条材W2,W2のみが現れている。 As shown in FIGS. 20 and 21, when the front welded wire mesh WM is superimposed on the front welded wire mesh WM, the vertical strips W1, W1 and the horizontal strips of the lower welded wire mesh WM are Since W2, W2 and the vertical strips W1, W1 and the horizontal strips W2, W2 of the upper welded wire mesh WM match, in plan view as shown in FIG. Only the strips W1, W1 and the horizontal strips W2, W2 are visible. Similarly, even if the back welded wire mesh WM is superimposed on the back welded wire mesh WM, the vertical strips W1, W1 and the horizontal strips W2, W2 of the lower welded wire mesh WM and the upper welded wire mesh WM Since the vertical strips W1, W1 and the horizontal strips W2, W2 of the wire mesh WM match, in plan view, as shown in FIG. 22, the vertical strips W1, W1 and the horizontal strips of the upper welded wire mesh WM Only materials W2 and W2 appear.

次に、第1の形態と同様、相隣る溶接金網WM,WM、WM,WM、…,…の重畳領域の適宜位置に、両溶接金網WM,WMを互いに固定する固定具を配置する。このとき、配置された位置が、図3に示したデッキプレートDP,DP,…の山部DM,DM,…に対向する位置である場合は、後述する第3固定具を配置する一方、配置された位置が、図3に示したデッキプレートDP,DP,…の谷部DB,DB,…に対向する位置である場合は、後述する第4固定具を配置する。なお、第3固定具又は第4固定具はいずれも、相隣る溶接金網WM,WMの内の下側に配置される溶接金網WMに取り付ける。 Next, as in the first embodiment, a fixture for fixing both the welded metal meshes WM, WM to each other is placed at an appropriate position in the overlapping region of the adjacent welded metal meshes WM, WM, WM, WM, . . . . At this time, if the placed position is a position facing the mountain parts DM, DM, ... of the deck plates DP, DP, ... shown in FIG. If the position is a position facing the troughs DB, DB, . . . of the deck plates DP, DP, . . . shown in FIG. Note that either the third fixture or the fourth fixture is attached to the welded wire mesh WM disposed on the lower side of the adjacent welded wire meshes WM, WM.

また、各溶接金網WM,WM,…の前記重畳領域以外の領域には、前述した第1スペーサSP1,SP1,…又は第2スペーサSP2,SP2,…(図10及び図11参照)を適宜の間隔を隔てて配置する。 In addition, the above-mentioned first spacers SP1, SP1, ... or second spacers SP2, SP2, ... (see FIGS. 10 and 11) are appropriately placed in areas other than the overlapping area of each welded wire mesh WM, WM, ... Place them at intervals.

なお、第3固定具及び第4固定具、第1スペーサSP1,SP1,…又は第2スペーサSP2,SP2,…を取付ける間隔は、前同様、900mm以下に設定する。これによって、溶接金網WMに撓みが発生することを防止することができる。 Note that the intervals at which the third fixture, the fourth fixture, the first spacers SP1, SP1, . . . or the second spacers SP2, SP2, . . . are attached are set to 900 mm or less, as before. Thereby, it is possible to prevent the welded metal mesh WM from being bent.

図24は第3固定具の一例を示す斜視図である。なお、図中、相互に対応する部分には同じ番号が付してある。 FIG. 24 is a perspective view showing an example of the third fixture. In addition, in the figure, the same numbers are assigned to mutually corresponding parts.

図24に示した如く、第3固定具F3は、前述した第1固定具F1と同様に、棒状材を倒立凸形状に成形してなる一対の第1フレーム部材11,11と、短寸棒状の一対の第2フレーム部材12,12とを平面視が井桁状に固定して構成してある。第1フレーム部材11は、直線分状の当接部11bの両端部をそれぞれ立ち上がらせて立上り部11c,11cとし、全体としてU字状に成形された本体(担持部)11aを備えている。本体11aの両端には、当接部11b,11bと略平行な姿勢になしたアーム部11d,11dを介して、略フック状に立ち上がらせた固定部11e,11eがそれぞれ延設してあり、固定部11e,11eは,前記第1固定具F1と同様、本体11aをバネ部材として、溶接金網の相隣る縦条材又は横条材に係合固定し得るようになっている。 As shown in FIG. 24, the third fixture F3, like the first fixture F1 described above, includes a pair of first frame members 11, 11 made of bar-shaped members formed into an inverted convex shape, and a short bar-shaped frame member 11, 11. A pair of second frame members 12, 12 are fixed in a parallel cross shape when viewed from above. The first frame member 11 has a main body (carrying part) 11a formed into a U-shape as a whole, with both ends of a linear contact part 11b raised up to form rising parts 11c, 11c. At both ends of the main body 11a, fixing portions 11e, 11e, which stand up in a substantially hook shape, extend through arm portions 11d, 11d, which are in a posture substantially parallel to the contact portions 11b, 11b, respectively. Like the first fixture F1, the fixing parts 11e, 11e can be engaged and fixed to adjacent longitudinal or horizontal strips of the welded wire mesh using the main body 11a as a spring member.

ここで、平行配置された両第1フレーム部材11,11間の寸法は、第3固定具F3を取り付ける溶接金網を構成する相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くしてあり、前述した両第2フレーム部材12,12が、両第1フレーム部材11,11のアーム部11d,11d、11d,11dの周面であって前記固定部11eとは反対向きの位置にそれぞれ架設してある。この第2フレーム部材12,12の長さ寸法も第3固定具F3を取り付ける溶接金網を構成する相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くしてあり、対向配置された両第2フレーム部材12,12間の寸法も同様に、相隣る縦条材間の寸法又は相隣る横条材間の寸法より短くなしてある。 Here, the dimension between both first frame members 11, 11 arranged in parallel is the dimension between adjacent longitudinal members configuring the welded wire mesh to which the third fixture F3 is attached, or the dimension between adjacent horizontal members The two second frame members 12, 12 described above are the peripheral surfaces of the arm portions 11d, 11d, 11d, 11d of the two first frame members 11, 11, and are opposite to the fixed portion 11e. They are erected in their respective positions. The length dimension of the second frame members 12, 12 is also shorter than the dimension between adjacent longitudinal members or the dimension between adjacent horizontal members constituting the welded wire mesh to which the third fixture F3 is attached, The dimension between the second frame members 12, 12, which are arranged opposite to each other, is similarly shorter than the dimension between adjacent vertical strip members or the dimension between adjacent horizontal strip members.

両第1フレーム部材11,11の内側にはそれぞれ、当該第3固定具F3を取り付けた溶接金網に重畳される他の溶接金網の相隣る縦条材又は相隣る横条材を結合させる一対の第2結合手段20,20が配設してある。第2結合手段20は、棒材を倒立台形状に形成してなりバネ力を有する第2本体21a,21aを具備している。第2本体20aの底部21bは、前記第1フレーム部材11の当接部11bと略平行に配置して当該当接部11bに溶接又は接着等によって固着してある。一方、この底部21bの両端部からそれぞれ立ち上がった第2本体20aの両脚辺部21c,21cは前述した第2フレーム部材12,12の間を通って第1フレーム部材11の固定部11e,11eより高い位置まで延設してあり、両脚辺部21c,21cの端部にはそれぞれ、他の溶接金網の相隣る縦条材又は相隣る横条材を係合固定させる第2固定部21e,21eが設けてある。 Inside each of the first frame members 11, 11, adjacent vertical strip members or adjacent horizontal strip members of another welded wire mesh superimposed on the welded wire mesh to which the third fixture F3 is attached are connected. A pair of second coupling means 20, 20 are provided. The second coupling means 20 includes second main bodies 21a, 21a made of a bar formed into an inverted trapezoid shape and having a spring force. The bottom portion 21b of the second body 20a is arranged substantially parallel to the contact portion 11b of the first frame member 11, and is fixed to the contact portion 11b by welding, adhesive, or the like. On the other hand, both leg portions 21c, 21c of the second main body 20a rising from both ends of the bottom portion 21b pass between the aforementioned second frame members 12, 12, and are connected to the fixed portions 11e, 11e of the first frame member 11. A second fixing part 21e extends to a high position and engages and fixes adjacent vertical strips or adjacent horizontal strips of another welded wire mesh at the ends of both leg sides 21c, 21c, respectively. , 21e are provided.

第1フレーム部材11の固定部11e,11eは、互いに対向する姿勢で第1フレーム部材11のコ字状の本体11aの内側へ向かって曲成してある一方、第2結合手段20の第2固定部21e,21eは、互いに離隔する姿勢で第2本体21aの外側へ向かって曲成してある。第1フレーム部材11の固定部11e,11eの曲率及び第2結合手段20の第2固定部21e,21eの曲率は、前述した溶接金網WMの縦条材W1又は横条材W2(図17等参照)の周面の曲率と略同じ値にしてあり、固定部11e,11e及び第2固定部21e,21eは、溶接金網WMの縦条材W1の周面又は横条材W2の周面に、当該周面の周方向へ1/4を少し超える範囲で外嵌し得る長さ寸法にしてある。 The fixing portions 11e, 11e of the first frame member 11 are curved toward the inside of the U-shaped main body 11a of the first frame member 11 while facing each other. The fixing portions 21e, 21e are curved toward the outside of the second main body 21a so as to be spaced apart from each other. The curvature of the fixing parts 11e, 11e of the first frame member 11 and the curvature of the second fixing parts 21e, 21e of the second coupling means 20 are determined by the vertical strips W1 or the horizontal strips W2 (FIG. 17, etc.) of the welded wire mesh WM described above. The fixed portions 11e, 11e and the second fixed portions 21e, 21e have approximately the same value as the curvature of the circumferential surface of the welded wire mesh WM. , the length is such that it can be fitted over a little more than 1/4 of the circumferential surface.

また、固定部11e,11eの先端面ST,ST及び第2固定部21e,21eの先端面ST2,ST2は、平行配置された本体11a,11aの両当接部11b,11bにて形成される平面と平行な平面Hとのなす角αが、前者は略45°に、及び後者は略135°になる斜面になしてあり、これによって先端面ST,STはその先端部が第3固定具F3を取り付けた溶接金網WMの縦条材W1の周面又は横条材W2の周面に係合する一方、先端面ST2,ST2はその先端部が、第3固定具F3を取り付けた溶接金網WMに重畳された他の溶接金網WMの縦条材W1の周面又は横条材W2の周面に係合するようになっている。 Further, the tip surfaces ST, ST of the fixing parts 11e, 11e and the tip surfaces ST2, ST2 of the second fixing parts 21e, 21e are formed by both contact parts 11b, 11b of the main bodies 11a, 11a arranged in parallel. The angle α between the plane and the parallel plane H is approximately 45° for the former, and approximately 135° for the latter, so that the tip surfaces ST, ST have their tips aligned with the third fixture. The welded wire mesh WM to which F3 is attached engages with the circumferential surface of the vertical strip member W1 or the circumferential surface of the horizontal strip member W2, while the tip ends of the tip surfaces ST2 and ST2 are the welded wire mesh to which the third fixture F3 is attached. It is adapted to engage with the circumferential surface of the vertical strip material W1 or the circumferential surface of the horizontal strip material W2 of another welded wire mesh WM superimposed on WM.

図25は、図24に示した第3固定具を取り付けた溶接金網と、該溶接金網上に重畳させた他の溶接金網とを第3固定具にて結合固定した状態の一例を説明するための一部省略部分斜視図である。なお、図25中、図24に示した部分に対応する部分には同じ番号が付してある。なお、本例にあっては、下側の溶接金網WM及び上側の溶接金網WMは共に表の状態であり、下側の溶接金網WM上に上側の溶接金網WMが、両者の枡目M,Mが重なり合う、即ち両者の枡目M,Mの位置が上下で一致するように重畳させてある。なお、下側の溶接金網WM及び上側の溶接金網WMはいずれも、前記枡目M,Mを構成する相隣る横条材W2の内の一方の横条材を省略してある。 FIG. 25 is for explaining an example of a state in which the welded wire mesh to which the third fixture shown in FIG. 24 is attached and another welded wire mesh superimposed on the welded wire mesh are connected and fixed by the third fixture. FIG. 2 is a partially omitted perspective view of FIG. Note that in FIG. 25, parts corresponding to those shown in FIG. 24 are given the same numbers. In addition, in this example, the lower welded wire mesh WM and the upper welded wire mesh WM are both in the front state, and the upper welded wire mesh WM is placed on the lower welded wire mesh WM, and the squares M, M are overlapped, that is, the positions of the squares M and M of both are overlapped so that they match vertically. Note that in both the lower welded wire mesh WM and the upper welded wire mesh WM, one of the adjacent horizontal stripes W2 constituting the square mesh M, M is omitted.

図25に示したように、第3固定具F3は下側の溶接金網WMに取り付けてある。即ち、下側の溶接金網WMの枡目M内に第3固定具F3の本体11a,11a及び第2本体21a,21aが配してあり、当該枡目Mを構成する相隣る縦条材W1,W1に、第3固定具F3の固定部11e,11e、11e,11eを枡目Mの外側から内側へ向かって外嵌させて、第3固定具F3が下側の溶接金網WMに固定してある。 As shown in FIG. 25, the third fixture F3 is attached to the lower welded wire mesh WM. That is, the main bodies 11a, 11a and the second main bodies 21a, 21a of the third fixture F3 are disposed within the square mesh M of the lower welded wire mesh WM, and the adjacent longitudinal members forming the square mesh M Fit the fixing parts 11e, 11e, 11e, 11e of the third fixture F3 onto W1, W1 from the outside to the inside of the square mesh M, and fix the third fixture F3 to the lower welded wire mesh WM. It has been done.

この状態で、上側の溶接金網WMを下側の溶接金網WM上に、両者の枡目M,Mが重なり合うように重畳させると、上側の溶接金網WMの当該枡目Mを構成する相隣る縦条材W1,W1の周面が第3固定具F3の第2結合手段20,20を構成する第2固定部21e,21e、21e,21eの先端面ST2,ST2、ST2,ST2上に載置されるので、上側の溶接金網WMに押圧を印加することによって、当該縦条材W1,W1及び/又は横条材W2(W2)に第2固定部21e,21e、21e,21eを、枡目Mの内側から外側へ向かって外嵌させてある。このようにして上側の溶接金網WMが第2結合手段20,20に結合され、下側の溶接金網WMと上側の溶接金網WMとが第3固定具F3にてワンタッチで固定される。これによって、施工者及び作業員に重労働を強いることなく、未熟な施工者及び作業員であっても複数の溶接金網を短時間で確実に施工することができる。 In this state, when the upper welded wire mesh WM is superimposed on the lower welded wire mesh WM so that the squares M and M of both overlap, the adjacent welded wire meshes constituting the corresponding squares M of the upper welded wire mesh WM are The peripheral surfaces of the vertical strips W1, W1 are placed on the tip surfaces ST2, ST2, ST2, ST2 of the second fixing parts 21e, 21e, 21e, 21e constituting the second coupling means 20, 20 of the third fixture F3. Therefore, by applying pressure to the upper welded wire mesh WM, the second fixing parts 21e, 21e, 21e, 21e are attached to the vertical strips W1, W1 and/or the horizontal strips W2 (W2). It is fitted outward from the inside of the eye M towards the outside. In this way, the upper welded wire mesh WM is coupled to the second coupling means 20, 20, and the lower welded wire mesh WM and the upper welded wire mesh WM are fixed with one touch by the third fixture F3. As a result, even inexperienced installers and workers can reliably install a plurality of welded wire meshes in a short time without forcing the installers and workers to perform heavy labor.

なお、前述した上側の溶接金網WMの縦条材W1,W1及び/又は横条材W2(W2)への押圧の印加は、施工者の足で縦条材又は横条材を踏むことによって実施すると好適である。前述した第1固定具F1及び第2固定具F2と同様、例えば、二人の施工者が一枚の溶接金網WMを挟持して、当該溶接金網WMを施工設計図に定められた位置に、先に配置された一又は複数の溶接金網WMにその縁部が、各溶接金網WM,WMの枡目M,Mが重なり合うように重畳させた後、第3固定具F3の上に位置する溶接金網WMの縦条材W1,W1及び/又は横条材W2(W2)を踏み付けて、第3固定具F3の第2結合手段20,20に当該溶接金網WMの縦条材W1,W1及び/又は横条材W2(W2)を結合させるのである。これによって、新たな溶接金網の配置、及び、先に配置された溶接金網と当該新たな溶接金網との固定を、一回の作業で実施することができ、作業効率が可及的に高くすることができる。 In addition, the application of pressure to the vertical strips W1, W1 and/or the horizontal strips W2 (W2) of the upper welded wire mesh WM is carried out by stepping on the vertical strips or the horizontal strips with the feet of the builder. Then, it is suitable. Similar to the first fixture F1 and the second fixture F2 described above, for example, two constructors hold a piece of welded wire mesh WM and place the welded wire mesh WM in the position specified in the construction blueprint. After overlapping the edges of the previously placed one or more welded wire meshes WM so that the meshes M and M of each welded wire mesh WM and WM overlap, welding is performed on the third fixture F3. The vertical strips W1, W1 and/or the horizontal strips W2 (W2) of the wire mesh WM are stepped on, and the longitudinal strips W1, W1 and/or the welded wire mesh WM are attached to the second coupling means 20, 20 of the third fixture F3. Alternatively, the horizontal strip members W2 (W2) are combined. This allows the placement of a new welded wire mesh and the fixing of the previously placed welded wire mesh to the new welded wire mesh in one operation, making work efficiency as high as possible. be able to.

ここで、第2結合手段20を構成する両先端面ST2,ST2間の外寸は、溶接金網WMの枡目Mを構成する縦条材W1,W1又は横条材W2,W2の間の内寸より若干大きくしてある。一方、第2結合手段20を構成する両脚辺部21c,21cは、互いに接近する方向へ撓むことが可能になっており、第2結合手段20の先端面ST2,ST2上に載置された上側の溶接金網WMの縦条材W1,W1に押力が印加されると、第2結合手段20の脚辺部21c,21cが互いに接近する方向へ撓むため、上側の溶接金網WMの縦条材W1,W1が第2結合手段20の第2固定部21e,21eを通過し、その後、両脚辺部21c,21cが元の姿勢に復帰するため、上側の溶接金網WMの縦条材W1,W1に第2固定部21e,21eが枡目Mの内側から外側へ向かって外嵌される。 Here, the outer dimension between both end surfaces ST2, ST2 constituting the second coupling means 20 is the inner dimension between the vertical strips W1, W1 or the horizontal strips W2, W2 constituting the square mesh M of the welded wire mesh WM. It is slightly larger than the actual size. On the other hand, the leg sides 21c, 21c constituting the second coupling means 20 are able to bend in the direction toward each other, and are placed on the tip surfaces ST2, ST2 of the second coupling means 20. When a pressing force is applied to the vertical strips W1, W1 of the upper welded wire mesh WM, the leg portions 21c, 21c of the second coupling means 20 are bent in the direction toward each other, so that the vertical strips W1, W1 of the upper welded wire mesh WM are bent. Since the strips W1, W1 pass through the second fixing parts 21e, 21e of the second coupling means 20, and then both leg sides 21c, 21c return to their original positions, the vertical strips W1 of the upper welded wire mesh WM , W1, the second fixing portions 21e, 21e are fitted outwardly from the inside of the square mesh M toward the outside.

また、両第2結合手段20,20の間の寸法は溶接金網WMを構成する縦条材W1又は横条材W2の外径の2倍より若干大きい寸法になしてあり、後述するように、両第2結合手段20,20の間に2本の縦条材W1,W1又は2本の横条材W2,W2を嵌入させ得るようになしてある。 Further, the dimension between the two second coupling means 20, 20 is set to be slightly larger than twice the outer diameter of the vertical strip material W1 or the horizontal strip material W2 constituting the welded wire mesh WM, and as will be described later, Two vertical strips W1, W1 or two horizontal strips W2, W2 can be inserted between the two second coupling means 20, 20.

なお、図25にあっては、下側の溶接金網WM及び上側の溶接金網WMが共に表の状態である領域について説明したが、下側の溶接金網WM及び上側の溶接金網WMが共に裏の状態である領域であっても、これと同様に、下側の溶接金網WM上に上側の溶接金網WMを、両者の枡目M,Mが重なり合うように重畳させて、前同様の結合固定操作を実施する。 In addition, in FIG. 25, the region where the lower welded wire mesh WM and the upper welded wire mesh WM are both in the front state has been described, but the lower welded wire mesh WM and the upper welded wire mesh WM are both in the back state. Similarly, even in the area where the metal mesh is in the state of Implement.

一方、下側の溶接金網WMが表であり、上側の溶接金網WMが裏の状態である領域、また、下側の溶接金網WMが表であり、上側の溶接金網WMが裏の状態である領域については、次のように施工する。 On the other hand, there is a region where the lower welded wire mesh WM is the front side and the upper welded wire mesh WM is the back side, and the lower welded wire mesh WM is the front side and the upper welded wire mesh WM is the back side. The area will be constructed as follows.

図26は下側の溶接金網WMが表であり、上側の溶接金網WMが裏の状態である2つの溶接金網を重畳させた領域の部分拡大平面図であり、図27は図26に示した2枚の溶接金網の正面図である。また、図28は、下側の溶接金網WMが裏であり、上側の溶接金網WMが表の状態である2つの溶接金網を重畳させた領域の部分拡大平面図であり、図29は図28に示した2枚の溶接金網の正面図である。 FIG. 26 is a partially enlarged plan view of a region where two welded wire meshes are overlapped, in which the lower welded wire mesh WM is the front side and the upper welded wire mesh WM is the back side, and FIG. 27 is a partially enlarged plan view of the area shown in FIG. 26. It is a front view of two welded wire meshes. Further, FIG. 28 is a partially enlarged plan view of a region where two welded wire meshes are overlapped, in which the lower welded wire mesh WM is on the back side and the upper welded wire mesh WM is on the front side, and FIG. FIG. 2 is a front view of two welded wire meshes shown in FIG.

前者にあっては、図26及び図27に示した如く、下側の溶接金網WMの横条材W2,W2と上側の溶接金網WMの横条材W2,W2との間に、下側の溶接金網WMの縦条材W1,W1及び上側の溶接金網WMの縦条材W1,W1が挟持された状態になっており、下側の溶接金網WMの縦条材W1,W1と上側の溶接金網WMの縦条材W1,W1とが互いに重なり合わないように、相隣らせてある。これによって、下側の溶接金網WM及び上側の溶接金網WMによって構成される厚さ寸法を可及的に小さくすることができる。 In the former case, as shown in FIGS. 26 and 27, between the horizontal strips W2, W2 of the lower welded wire mesh WM and the horizontal strips W2, W2 of the upper welded wire mesh WM, the lower The vertical strips W1, W1 of the welded wire mesh WM and the vertical strips W1, W1 of the upper welded wire mesh WM are in a sandwiched state, and the vertical strips W1, W1 of the lower welded wire mesh WM and the upper welded wire The vertical strips W1, W1 of the wire mesh WM are placed next to each other so as not to overlap each other. Thereby, the thickness dimension constituted by the lower welded wire mesh WM and the upper welded wire mesh WM can be made as small as possible.

同様に、後者にあっては、図28及び図29に示した如く、下側の溶接金網WMの横条材W2(W2)及び上側の溶接金網WMの横縦条材W2(W2)の下上に、下側の溶接金網WMの縦条材W1(W1)及び上側の溶接金網WMの縦条材W1(W1)が位置する状態になっており、下側の溶接金網WMの横条材W2(W2)と上側の溶接金網WMの横条材W2(W2)とが互いに重なり合わないように、相隣らせてある。 Similarly, in the latter case, as shown in FIG. 28 and FIG. The vertical strips W1 (W1) of the lower welded wire mesh WM and the vertical strips W1 (W1) of the upper welded wire mesh WM are located above, and the horizontal strips of the lower welded wire mesh WM W2 (W2) and the horizontal strips W2 (W2) of the upper welded wire mesh WM are placed adjacent to each other so as not to overlap each other.

そして、かかる領域では第3固定具F3によって両溶接金網WM,WMを次のように接合固定する。 Then, in this area, both welded wire meshes WM, WM are joined and fixed by the third fixture F3 as follows.

図30は、第3固定具を取り付けた溶接金網と、該溶接金網上に重畳させた他の溶接金網とを第3固定具にて結合固定した状態の他例を説明するための一部省略部分斜視図である。なお、図中、図25に示した部分に対応する部分には同じ番号が付してある。 FIG. 30 is partially omitted to explain another example of a state in which a welded wire mesh to which a third fixture is attached and another welded wire mesh superimposed on the welded wire mesh are coupled and fixed by a third fixture. FIG. In addition, in the figure, parts corresponding to the parts shown in FIG. 25 are given the same numbers.

図30に示したように、下側の溶接金網WMが表であり、上側の溶接金網WMが裏の状態であり、前述した如く、下側の溶接金網WMの横条材W2,W2と上側の溶接金網WMの横条材W2,W2との間に、下側の溶接金網WMの縦条材W1,W1及び上側の溶接金網WMの縦条材W1,W1が挟持され、下側の溶接金網WMの縦条材W1,W1と上側の溶接金網WMの縦条材W1,W1とが互いに重なり合わないように、相隣らせてある。 As shown in FIG. 30, the lower welded wire mesh WM is on the front side, the upper welded wire mesh WM is on the back side, and as described above, the horizontal strips W2, W2 of the lower welded wire mesh WM and the upper side The vertical strips W1, W1 of the lower welded wire mesh WM and the vertical strips W1, W1 of the upper welded wire mesh WM are sandwiched between the horizontal strips W2, W2 of the welded wire mesh WM of The vertical strips W1, W1 of the wire mesh WM and the vertical strips W1, W1 of the upper welded wire mesh WM are placed adjacent to each other so as not to overlap each other.

第3固定具F3は、下側の溶接金網WMの上側の溶接金網WMが重畳される領域の相隣る横条材W2,W2間に架設してあり、第3固定具F3の対をなす第2固定部21e,21e、21e,21eの間に、当該溶接金網WMの縦条材W1と横条材W2,W2とがそれぞれ交叉する交叉部X,X及び当該交差部X,Xを構成する縦条材W1がそれぞれ嵌入されるように取り付けてある。 The third fixture F3 is installed between adjacent horizontal strips W2, W2 in the area where the lower welded wire mesh WM and the upper welded wire mesh WM overlap, and forms a pair of the third fixture F3. Between the second fixing portions 21e, 21e, 21e, 21e, the vertical strips W1 and the horizontal strips W2, W2 of the welded wire mesh WM intersect, respectively, forming intersections X, X and the intersections X, X. The longitudinal strips W1 are fitted so that they can be inserted into the respective longitudinal strips W1.

この状態で、上側の溶接金網WMを下側の溶接金網WM上に、下側の溶接金網WMの縦条材W1,W1と上側の溶接金網WMの縦条材W1,W1とが相隣るように重畳させると、上側の溶接金網WMの相隣る横条材W2,W2の周面が第3固定具F3の第2結合手段20,20を構成する第2固定部21e,21e、21e,21eの先端面ST2,ST2、ST2,ST2上に載置されるので、上側の溶接金網WMに押圧を印加することによって、当該横条材W2,W2に第2固定部21e,21e、21e,21eを、枡目Mの内側から外側へ向かって外嵌させてある。このようにして上側の溶接金網WMが第2結合手段20,20に結合され、下側の溶接金網WMと上側の溶接金網WMとが第3固定具F3にてワンタッチで固定される。 In this state, the upper welded wire mesh WM is placed on the lower welded wire mesh WM, and the vertical strips W1, W1 of the lower welded wire mesh WM are adjacent to the vertical strips W1, W1 of the upper welded wire mesh WM. When superimposed in this way, the circumferential surfaces of the adjacent horizontal strips W2, W2 of the upper welded wire mesh WM form the second fixing parts 21e, 21e, 21e constituting the second coupling means 20, 20 of the third fixture F3. , 21e, by applying pressure to the upper welded wire mesh WM, the second fixed portions 21e, 21e, 21e are attached to the horizontal strips W2, W2. , 21e are fitted outwardly from the inside of the square mesh M toward the outside. In this way, the upper welded wire mesh WM is coupled to the second coupling means 20, 20, and the lower welded wire mesh WM and the upper welded wire mesh WM are fixed with one touch by the third fixture F3.

このとき、図30に示したように、第3固定具F3の対をなす第2固定部21e,21e、21e,21eの間に、上側の溶接金網WMの交差部X,X及び当該交差部Xを構成する縦条材W1が、既に嵌入されている下側の溶接金網WMの交差部X,X及び当該交差部Xを構成する縦条材W1と相隣る様態で嵌入されている。これによって、上側の溶接金網WMは縦方向及び横方向へのずれが防止される。 At this time, as shown in FIG. 30, between the pair of second fixing parts 21e, 21e, 21e, 21e of the third fixture F3, there are The vertical strips W1 constituting X are fitted in such a manner that they are adjacent to the intersections X, X of the lower welded wire mesh WM that have already been fitted, and the longitudinal strips W1 constituting the intersections X. This prevents the upper welded metal mesh WM from shifting in the vertical and lateral directions.

一方、前述したように、下側の溶接金網WMが裏であり、上側の溶接金網WMが表の状態である場合、前述した如く、下側の溶接金網WMの横条材W2(W2)及び上側の溶接金網WMの横縦条材W2(W2)の下上に、下側の溶接金網WMの縦条材W1(W1)及び上側の溶接金網WMの縦条材W1(W1)が位置する状態になっており、下側の溶接金網WMの横条材W2(W2)と上側の溶接金網WMの横条材W2(W2)とが互いに重なり合わないように、相隣らせる(図28及び図29参照)。 On the other hand, as described above, when the lower welded wire mesh WM is on the back side and the upper welded wire mesh WM is on the front side, as described above, the horizontal strips W2 (W2) of the lower welded wire mesh WM and The vertical strips W1 (W1) of the lower welded wire mesh WM and the vertical strips W1 (W1) of the upper welded wire mesh WM are located above and below the horizontal strips W2 (W2) of the upper welded wire mesh WM. The horizontal strips W2 (W2) of the lower welded wire mesh WM and the horizontal strips W2 (W2) of the upper welded wire mesh WM are placed next to each other so as not to overlap each other (Fig. 28 and FIG. 29).

かかる場合、第3固定具F3は、下側の溶接金網WMの上側の溶接金網WMが重畳される領域の相隣る縦条材W1,W1間に架設し、第3固定具F3の対をなす第2固定部21e,21e、21e,21eの間に、当該溶接金網WMの縦条材W1と横条材W2,W2とが交叉する交叉部X,X及び当該交差部X,Xを構成する横条材W2がそれぞれ嵌入されるように取り付ける。 In such a case, the third fixture F3 is installed between the adjacent vertical strips W1, W1 in the area where the lower welded wire mesh WM and the upper welded wire mesh WM overlap, and the third fixture F3 is installed between the pair of third fixtures F3. Between the second fixing portions 21e, 21e, 21e, 21e, an intersection X, Attach so that the horizontal strips W2 are inserted into the respective horizontal strips W2.

この状態で、上側の溶接金網WMを下側の溶接金網WM上に、下側の溶接金網WMの横条材W2,W2と上側の溶接金網WMの横条材W2,W2とが相隣るように重畳させると、上側の溶接金網WMの相隣る縦条材W1,W1の周面が第3固定具F3の第2結合手段20,20を構成する第2固定部21e,21e、21e,21eの先端面ST2,ST2、ST2,ST2上に載置されるので、上側の溶接金網WMに押圧を印加することによって、当該縦条材W1,W1に第2固定部21e,21e、21e,21eを、枡目Mの内側から外側へ向かって外嵌させて、下側の溶接金網WMと上側の溶接金網WMとを第3固定具F3にてワンタッチで固定させる。これによって、施工者及び作業員に重労働を強いることなく、未熟な施工者及び作業員であっても複数の溶接金網を短時間で確実に施工することができる。 In this state, the upper welded wire mesh WM is placed on the lower welded wire mesh WM, and the horizontal strips W2, W2 of the lower welded wire mesh WM are adjacent to the horizontal strips W2, W2 of the upper welded wire mesh WM. When superimposed in this manner, the circumferential surfaces of the adjacent vertical strips W1, W1 of the upper welded wire mesh WM form the second fixing parts 21e, 21e, 21e constituting the second coupling means 20, 20 of the third fixture F3. , 21e, by applying pressure to the upper welded wire mesh WM, the second fixed portions 21e, 21e, 21e are attached to the vertical strips W1, W1. , 21e are fitted outwardly from the inside of the square mesh M toward the outside, and the lower welded wire mesh WM and the upper welded wire mesh WM are fixed with a single touch using the third fixture F3. As a result, even inexperienced installers and workers can reliably install a plurality of welded wire meshes in a short time without forcing the installers and workers to perform heavy labor.

かかる場合も前同様、第3固定具F3の対をなす第2固定部21e,21e、21e,21eの間に、上側の溶接金網WMの交差部X,X及び当該交差部Xを構成する横条材W2が、既に嵌入されている下側の溶接金網WMの交差部X,X及び当該交差部Xを構成する横条材W2と相隣る様態で嵌入されるため、上側の溶接金網WMは縦方向及び横方向へのずれが防止される。 In this case, as before, the intersecting portions X, Since the strip W2 is inserted adjacent to the intersection X, X of the lower welded wire mesh WM that has already been inserted and the horizontal strip W2 that constitutes the intersection is prevented from shifting in the vertical and horizontal directions.

前述したように、施工対象面には複数の溶接金網WM,WM,…が行方向及び列方向へ配置される。そして、例えば、行方向に配置される溶接金網WM,WM,…はその表裏が順次入れ替わるように配置され、列方向には表裏が互いに同じになるように配置される。このような配置状態において、行方向に相隣る溶接金網WM,WM、WM,WM、…,…が、第3固定具F3,F3,…によって前述した如く結合固定されるため、結果として、配置された全ての溶接金網WM,WMは、縦方向及び横方向へのずれが防止される。 As described above, a plurality of welded wire meshes WM, WM, . . . are arranged in the row and column directions on the construction target surface. For example, the welded wire meshes WM, WM, . In such an arrangement state, the welded wire meshes WM, WM, WM, WM, ..., ..., which are adjacent to each other in the row direction, are combined and fixed by the third fixtures F3, F3, ... as described above, and as a result, All the placed welded wire meshes WM, WM are prevented from shifting in the vertical and horizontal directions.

図31は第4固定具の斜視図である。なお、図中、図24に示した部分に対応する部分には同じ番号を付してその説明を省略する。 FIG. 31 is a perspective view of the fourth fixture. Note that in the figure, parts corresponding to those shown in FIG. 24 are given the same numbers, and their explanations will be omitted.

図31に示したように、第4固定具F4は、第2結合手段20の両脚辺部21c,21cの寸法を、第3固定具F3の両脚辺部21c,21cより長くした以外は、前述した第3固定具F3と略同じ構成になしてある。すなわち、第4固定具F4の第2結合手段20を構成する両脚辺部21c,21cは、前同様、第2フレーム部材12,12の間を通って第1フレーム部材11の固定部11e,11eより高い位置まで延設してあり、両脚辺部21c,21cの端部にはそれぞれ第2固定部21e,21e、21e,21eが設けてある。両脚辺部21c,21cの底部21b側は、第1フレーム部材11,11の当接部11b,11bを通過して当接部11bから所定寸法だけ離隔した位置まで延設してあり、両脚辺部21c,21cのこれら延設された部分及び第2結合手段20の底部21bによって、前述したデッキプレートDPの谷部DB(図3参照)に進入させる脚部25が形成されている。 As shown in FIG. 31, the fourth fixture F4 is the same as described above, except that the dimensions of both leg sides 21c, 21c of the second coupling means 20 are longer than both leg sides 21c, 21c of the third fixture F3. It has substantially the same configuration as the third fixture F3. That is, the leg sides 21c, 21c constituting the second coupling means 20 of the fourth fixture F4 pass between the second frame members 12, 12 and connect to the fixing parts 11e, 11e of the first frame member 11, as before. It extends to a higher position, and second fixing parts 21e, 21e, 21e, 21e are provided at the ends of both leg sides 21c, 21c, respectively. The bottom 21b side of both leg sides 21c, 21c passes through the contact parts 11b, 11b of the first frame members 11, 11 and extends to a position spaced apart by a predetermined dimension from the contact part 11b. The extended portions 21c, 21c and the bottom 21b of the second coupling means 20 form a leg 25 that enters the valley DB (see FIG. 3) of the deck plate DP described above.

ここで、両脚辺部21c,21cと第1フレーム部材11とは、両者が対向する適宜の位置で溶接又は接着等によって相互に固定してある。一方、脚部25を構成する底部21bの長さ寸法は両脚辺部21c,21cの傾斜角及び脚部25の長さ寸法に応じて定められ、底部21bの長さ寸法が非常に短い場合、脚部25は正面視が略V字状になる。なお、両脚辺部21c,21cの傾斜角は一定でもよいが、その長手方向の適宜位置で変更させてもよい。図31に示した第4固定具F4の両脚辺部21c,21cにあっては、第1フレーム部材11,11のアーム部11dと立上り部11cとがなす角部に対向する位置付近で、傾斜角を変更しており、当該位置より第2固定部21e,21e側にあっては相対的に鈍角に、当該位置より脚部25側にあっては相対的に鋭角になしてある。 Here, the leg sides 21c, 21c and the first frame member 11 are fixed to each other by welding, adhesive, etc. at appropriate positions where they face each other. On the other hand, the length of the bottom part 21b constituting the leg part 25 is determined according to the inclination angle of both leg sides 21c, 21c and the length of the leg part 25, and if the length of the bottom part 21b is very short, The leg portion 25 has a substantially V-shape when viewed from the front. Note that the inclination angles of both leg sides 21c, 21c may be constant, but may be changed at appropriate positions in the longitudinal direction. The leg sides 21c, 21c of the fourth fixture F4 shown in FIG. The angles are changed, and the angles are relatively obtuse on the second fixing parts 21e, 21e side from the relevant position, and are relatively acute angles on the leg part 25 side from the relevant position.

このような第4固定具F4を用いた場合にあっても、前述した第3固定具F3と同様、当該第4固定具F4を取り付けた下側の溶接金網WMと、その上に重畳させた上側の溶接金網WMとをワンタッチで固定させることができる。一方、第4固定具F4の脚部25が、デッキプレートDPの谷部DB(図3参照)に進入されるため、第4固定具F4が取り付けられた溶接金網の高さ位置と他の溶接金網の高さ位置とを略同じにすることができる。 Even when such a fourth fixture F4 is used, similar to the third fixture F3 described above, the lower welded wire mesh WM to which the fourth fixture F4 is attached and the welded wire mesh WM superimposed on it. The upper welded wire mesh WM can be fixed with one touch. On the other hand, since the leg portion 25 of the fourth fixture F4 enters the valley DB of the deck plate DP (see Fig. 3), the height position of the welded wire mesh to which the fourth fixture F4 is attached and the other welding The height position of the wire mesh can be made substantially the same.

なお、第1固定具F1~第4固定具F4は溶接金網以外にも、金属製又は樹脂製の網状のフェンスといった他の格子状体にも適用できることは言うまでもない。 It goes without saying that the first fixture F1 to the fourth fixture F4 can be applied not only to welded wire meshes but also to other grid-like bodies such as mesh-like fences made of metal or resin.

11 第1フレーム部材
11a 本体
11b 当接部
11c 立上り部
11d アーム部
11e 固定部
12 第2フレーム部材
14 結合手段
14a 本体
14b 保持部
14c 挿入口
20 第2結合手段
21e 第2固定部
25 脚部
F1 第1固定具
F2 第2固定具
F3 第3固定具
F4 第4固定具
ST 先端面
ST2 先端面
SP1 第1スペーサ
SP2 第2スペーサ
WM 溶接金網
W1 縦条材
W2 横条材
M 枡目
H 平面
11 First frame member 11a Main body 11b Contact part 11c Standing part 11d Arm part 11e Fixing part 12 Second frame member 14 Coupling means 14a Main body 14b Holding part 14c Insertion port 20 Second coupling means 21e Second fixing part 25 Leg part F1 1st fixture F2 2nd fixture F3 3rd fixture F4 4th fixture ST Tip surface ST2 Tip surface SP1 1st spacer SP2 2nd spacer WM Welded wire mesh W1 Vertical strip material W2 Horizontal strip material M Square mesh H Plane

Claims (8)

格子状に配した複数の縦条材及び複数の横条材が交差する部分を接合してなり、各縦条材及び各横条材にて形成された複数の枡目を有する一の格子状体の縁部上に他の格子状体の縁部を重畳させ、両者の重畳部分を互いに固定する操作を繰り返して、施工対象面に複数の格子状体を施工する格子状体の施工方法であって、
各格子状体を配置する位置である配置位置、及び各格子状体を配置する順番である配置順を予め定めておき、
前記一の格子状体に固定させるための固定部と、前記他の格子状体の縦条材又は横条材を結合させるための結合手段とを有する1又は複数の固定具を、各格子状体の縁部の所定位置に固定し、
前記配置順に応じて、該当する配置位置に配置した一の格子状体の縁部上に、前記配置順に応じて、該当する配置位置に配置した他の格子状体の縁部を重畳させ、次に、重畳させた他の格子状体の縁部に押圧を印加することによって、一の格子状体の縁部に固定された1又は複数の固定具の結合手段に、当該他の格子状体の縦条材又は横条材を結合させて、両格子状体を固定するに際し、
前記一の格子状体と他の格子状体とは、前記施工対象面に対向する両者の枡目の位置が、相互に異なるように重畳させ、
前記固定具として、一の格子状体の相隣る縦条材又は相隣る横条材にそれぞれ固定させるための対をなす固定部を具備し、前記結合手段は対をなす両固定部の間の領域に配設してある固定具を用いる
ことを特徴とする格子状体の施工方法。
A lattice-like structure formed by joining the intersections of a plurality of vertical strips and a plurality of horizontal strips arranged in a lattice pattern, and having a plurality of squares formed by each vertical strip and each horizontal strip. A grid-like body construction method in which multiple grid-like bodies are constructed on the target surface by repeating the operation of overlapping the edge of another grid-like body on the edge of the body and fixing the overlapped parts to each other. There it is,
The arrangement position, which is the position where each grid-like body is arranged, and the arrangement order, which is the order in which each grid-like body is arranged, are determined in advance,
One or more fixing devices having a fixing part for fixing to the one grid-like body and a coupling means for coupling the vertical strips or horizontal strips of the other grid-like body are attached to each grid-like body. fixed in place on the edge of the body,
According to the arrangement order, the edge of one grid-like body arranged at the corresponding arrangement position is superimposed on the edge of another grid-like member arranged at the corresponding arrangement position according to the arrangement order, and the next Then, by applying pressure to the edge of the other grid-like body superimposed on the other grid-like body, the coupling means of the one or more fixtures fixed to the edge of one grid-like body is attached to the other grid-like body. When joining the vertical strips or horizontal strips and fixing both lattice bodies,
The one lattice-like body and the other lattice-like body are superimposed so that the positions of their grids facing the construction target surface are different from each other,
The fixing device includes a pair of fixing parts for fixing to adjacent vertical strips or adjacent horizontal strips of one lattice-like body, and the coupling means connects both of the pair of fixing parts. Using fixings placed in the area between
A construction method for a lattice-like body characterized by the following .
行方向に相隣る一の格子状体の縁部に配置する固定具は、その対をなす固定部を当該格子状体の相隣る縦条材にそれぞれ固定させ、当該固定具の結合手段に、行方向に相隣る他の格子状体の縦条材を結合させ、
列方向に相隣る一の格子状体の縁部に配置する固定具は、その対をなす固定部を当該格子状体の相隣る横条材にそれぞれ固定させ、当該固定具の結合手段に、列方向に相隣る他の格子状体の横条材を結合させる
請求項記載の格子状体の施工方法。
The fixing devices disposed at the edges of one grid-like body adjacent to each other in the row direction have their paired fixing parts fixed to the adjacent longitudinal members of the grid-like body, and the coupling means of the fixing devices is Then, the vertical strips of other lattice bodies that are adjacent to each other in the row direction are combined,
The fixing devices disposed at the edges of one grid-like body adjacent to each other in the column direction have their paired fixing parts fixed to the adjacent horizontal strips of the grid-like body, and the coupling means of the fixing devices are 2. The method for constructing a lattice-like body according to claim 1 , wherein horizontal strip members of other lattice-like bodies adjacent to each other in the row direction are joined to each other.
前記固定具として、前記結合手段を相対的に施工対象面の近くの位置に保持するように構成してなる第1固定具と、前記結合手段を相対的に施工対象面から離隔した位置に保持するための脚部を設けてなる第2固定具とを用い、
畝状の山部及び谷部を設けてなるデッキプレートが施工対象面に施設される場合、デッキプレート上に配置される格子状体にあって、当該デッキプレートの山部に対向する位置には前記第1固定具を配置し、当該デッキプレートの谷部に対向する位置には前記第2固定具を配置する請求項記載の格子状体の施工方法。
The fixing device includes a first fixing device configured to hold the coupling means at a position relatively close to the surface to be constructed, and a first fixing device configured to hold the coupling means at a position relatively distant from the surface to be constructed. using a second fixture provided with legs for
When a deck plate with ridge-like peaks and valleys is installed on the construction target surface, a grid-like body placed on the deck plate, at a position opposite to the peaks of the deck plate, is 3. The method for constructing a lattice-like body according to claim 2 , wherein the first fixture is arranged and the second fixture is arranged at a position facing the valley of the deck plate.
前記配置順を定めるに際して、前記格子状体の表裏を定める請求項1から3のいずれかに記載の格子状体の施工方法。 4. The method for constructing a lattice-like body according to claim 1, wherein when determining the arrangement order, front and back sides of the lattice-like body are determined . 施工対象面の行方向へ、表の格子状体と裏の格子状体とを交互に配置し、また施工対象面の列方向へ、表裏が同じ格子状体を配置する、又は、施工対象面の列方向へ、表の格子状体と裏の格子状体とを交互に配置し、また施工対象面の行方向へ、表裏が同じ格子状体を配置する請求項記載の格子状体の施工方法。 In the row direction of the construction target surface, front grid bodies and back grid bodies are arranged alternately, and in the column direction of the construction target surface, grid bodies with the same front and back sides are arranged, or The lattice-like body according to claim 4 , wherein the front lattice-like body and the back lattice-like body are arranged alternately in the column direction, and the lattice-like bodies with the same front and back sides are arranged in the row direction of the construction target surface. Construction method. 前記配置位置を定めるに際して、当該施工対象面に係る建築物の設計図に基いて、各格子状体の形状を定め、定めた形状に各格子状体を加工しておく請求項1からのいずれかに記載の格子状体の施工方法。 When determining the placement position, the shape of each lattice-like body is determined based on a blueprint of the building related to the construction target surface, and each lattice-like body is processed into the determined shape . A method for constructing a lattice-like body according to any one of the above. 前記格子状体に固定させるための固定部と、当該格子状体を施工対象面から離隔した位置に担持する担持部とを具備するスペーサを用い、
各格子状体の相隣る格子状体が重畳される以外の領域に複数のスペーサを互いに適宜の距離を隔てて取り付けておく
請求項1からのいずれかに記載の格子状体の施工方法。
Using a spacer comprising a fixing part for fixing to the lattice-like body and a supporting part for supporting the lattice-like body at a position separated from the construction target surface,
7. The method for constructing a lattice-like body according to claim 1, wherein a plurality of spacers are attached at an appropriate distance from each other in a region of each lattice-like body other than where adjacent lattice-like bodies overlap. .
格子状に配した複数の縦条材及び複数の横条材が交差する部分を接合してなり、各縦条材及び各横条材にて形成された複数の枡目を有する一の格子状体の縁部上に他の格子状体の縁部を重畳させ、両者の重畳部分を互いに固定する操作を繰り返して、施工対象面に複数の格子状体を施工する格子状体の施工方法であって、
各格子状体を配置する位置である配置位置、各配置位置に配置する格子状体の形状を、当該施工対象面に係る建築物の設計図に基いてそれぞれ決定し、
また、各格子状体を配置する順番である配置順、及び、各配置位置に配置する格子状体の表裏をそれぞれ決定し、
更に、前記一の格子状体に固定させるための固定部と、前記他の格子状体の縦条材又は横条材を結合させるための結合手段とを有する複数種類の固定具、及び、前記格子状体に固定させるための固定部と、当該格子状体を施工対象面から離隔した位置に担持する担持部とを具備する複数種類のスペーサについて、各格子状体の縁部の所定位置に固定する位置、格子状体に取り付ける取付方向、及び、当該位置に取り付けるべき種類をそれぞれ決定して施工設計図を予め取得しておき、
取得した施工設計図に従って、複数の格子状体を加工し、加工した格子状体それぞれに対応する固定具及びスペーサを取り付け、それらを取り付けた各格子状体を前記配置順に応じて、該当する配置位置に配置した一の格子状体の縁部上に、前記配置順に応じて、該当する配置位置に配置した他の格子状体の縁部を重畳させ、次に、重畳させた他の格子状体の縁部に押圧を印加することによって、一の格子状体の縁部に固定された1又は複数の固定具の結合手段に、当該他の格子状体の縦条材又は横条材を結合させて、両格子状体を固定するに際し、
前記一の格子状体と他の格子状体とは、前記施工対象面に対向する両者の枡目の位置が、相互に異なるように重畳させ、
前記固定具として、一の格子状体の相隣る縦条材又は相隣る横条材にそれぞれ固定させるための対をなす固定部を具備し、前記結合手段は対をなす両固定部の間の領域に配設してある固定具を用いる
ことを特徴とする格子状体の施工方法。
A lattice-like structure formed by joining the intersections of a plurality of vertical strips and a plurality of horizontal strips arranged in a lattice pattern, and having a plurality of squares formed by each vertical strip and each horizontal strip. A grid-like body construction method in which multiple grid-like bodies are constructed on the target surface by repeating the operation of overlapping the edge of another grid-like body on the edge of the body and fixing the overlapped parts to each other. There it is,
Determine the placement position where each grid-like body is to be placed and the shape of the grid-like body to be placed at each placement position based on the blueprint of the building related to the construction target surface, respectively,
In addition, the arrangement order, which is the order in which each grid-like body is arranged, and the front and back sides of the grid-like body to be placed at each placement position are determined, respectively.
Furthermore, a plurality of types of fixing devices each having a fixing part for fixing to the one grid-like body and a coupling means for coupling the vertical strips or horizontal strips of the other grid-like body; Regarding multiple types of spacers, each of which has a fixing part for fixing it to a grid-like body and a supporting part that supports the grid-like body at a position separated from the surface to be constructed, the spacer can be placed at a predetermined position on the edge of each grid-like body. Determine the position to be fixed, the mounting direction to be attached to the lattice-like body, and the type to be attached to the position, and obtain construction drawings in advance.
According to the obtained construction design drawings, a plurality of lattice-shaped bodies are processed, fixtures and spacers corresponding to each of the processed lattice-shaped bodies are attached, and each lattice-shaped body with these attached is placed in the corresponding arrangement according to the above arrangement order. On the edge of one grid-like body placed at the position, the edge of another grid-like body placed at the corresponding placement position is superimposed on the edge of the other grid-like body placed at the corresponding placement position according to the arrangement order, and then By applying pressure to the edge of one grid-like body, the longitudinal or horizontal members of the other grid-like body are attached to the coupling means of one or more fasteners fixed to the edge of the other grid-like body. When joining and fixing both grid bodies,
The one lattice-like body and the other lattice-like body are superimposed so that the positions of their grids facing the construction target surface are different from each other,
The fixing device includes a pair of fixing parts for fixing to adjacent vertical strips or adjacent horizontal strips of one lattice-like body, and the coupling means connects both of the pair of fixing parts. Using fixings placed in the area between
A construction method for a lattice-like body characterized by the following .
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013185359A (en) 2012-03-08 2013-09-19 Toami Corp Deck composite slab
US20140115995A1 (en) 2012-10-26 2014-05-01 Edwin Joseph Baldoni Reinforcement Support Member and Kit
WO2018168390A1 (en) 2017-03-17 2018-09-20 ライズバレー株式会社 Fixture
JP2019039287A (en) 2017-08-28 2019-03-14 ライズバレー株式会社 Fastener

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0561316U (en) * 1992-01-27 1993-08-13 大成建設株式会社 Spacer for holding mesh muscle wrap
JPH07292864A (en) * 1994-04-27 1995-11-07 Tooami:Kk Spacer for reinforcing bar
JPH09209500A (en) * 1996-02-07 1997-08-12 Shigeru Yaguchi Prefabricated reinforcement member for rc structure
JP2993920B2 (en) * 1997-11-06 1999-12-27 有限会社西山鉄網製作所 Bar arrangement spacer and bar arrangement method using the spacer

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013185359A (en) 2012-03-08 2013-09-19 Toami Corp Deck composite slab
US20140115995A1 (en) 2012-10-26 2014-05-01 Edwin Joseph Baldoni Reinforcement Support Member and Kit
WO2018168390A1 (en) 2017-03-17 2018-09-20 ライズバレー株式会社 Fixture
JP2019039287A (en) 2017-08-28 2019-03-14 ライズバレー株式会社 Fastener

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