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JP4169330B2 - Embedded frame for forming a frame without using a reticulated side frame and method for forming a frame - Google Patents
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JP4169330B2 - Embedded frame for forming a frame without using a reticulated side frame and method for forming a frame - Google Patents

Embedded frame for forming a frame without using a reticulated side frame and method for forming a frame Download PDF

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JP4169330B2
JP4169330B2 JP2002292363A JP2002292363A JP4169330B2 JP 4169330 B2 JP4169330 B2 JP 4169330B2 JP 2002292363 A JP2002292363 A JP 2002292363A JP 2002292363 A JP2002292363 A JP 2002292363A JP 4169330 B2 JP4169330 B2 JP 4169330B2
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Prior art keywords
frame
mold
forming
mortar
embedded
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JP2004124588A (en
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卓雄 大倉
演允 光永
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Nisshoku Corp
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Nisshoku Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、法枠形成用埋め込み型枠の改良および法枠形成方法に関するものである。
【0002】
【従来の技術】
【特許文献1】
特開昭52−61331号公報
山腹の法面や、その他、道路や造成地などの法面の補強工法として、法面上に金網などの網状体を敷設し、この網状体の上に法枠成形用の埋め込み型枠を配置して、この型枠を埋めるようにモルタルまたはコンクリート(以下、モルタルという。)を吹き付けて、法面上に格子状の法枠を施工する工法がある。
【0003】
上記の法枠形成用埋め込み型枠として、図8に示すように、平行に相対向した網状の側型枠間に配置される連結用スペーサーが、2本の横方向の線材と、当該線材間に連結された2本の縦方向の線材とで構成され、横方向の線材の両端を側型枠に縦軸芯周りで回転自在に枢支連結することにより、折り畳み可能に構成されたものがある。
【0004】
上記の法枠形成用埋め込み型枠は、2枚の側型枠を重ね合わせるように折り畳んだ状態で法枠工事現場に搬入され、現地では、使用姿勢に展開して法面の所定位置に設置して自立させ、型枠内に上端主筋と下端主筋を横方向の線材で支持された状態に配筋し、型枠内・外にモルタルを吹き付けて、法枠を成形すべく使用される。
【0005】
【発明が解決しようとする課題】
しかし、従来の法枠形成用埋め込み型枠においては、網状の側型枠と連結用スペーサーとが直結されているため、側型枠が側方からの作業の障害物となって、下端主筋の連結用スペーサーの下段の線材に結束する作業や、上端主筋と下端主筋とにスターラップ(助筋)を巻き付けて施工する場合のスターラップと下端主筋を結束する作業が非常に面倒で、施工性が悪いという問題点があった。
【0006】
また、モルタルの吹き付け作業も上方からと上方の前後からとに制約されることから、スペーサーと上下の主筋との交差部の背面側へのモルタルの吹き付け不良が生じ易く、これが原因で空洞が形成されるようになり、更には、スペーサーや主筋を避けるようにしてのモルタルの吹き付けが困難であって、モルタルをスペーサーや主筋に吹き付けた際に、モルタルの一部がリバウンドして粒状化し、これが互いに結合することで、モルタルがポーラスな状態になり易く、法枠の強度が低下する懸念があった。
【0007】
本発明は、このような従来技術の問題点をふまえてなされたものであって、連結用スペーサーを備えた法枠形成用埋め込み型枠において、側型枠として網状体の使用を完に省略することが出来、しかも、側方からの諸作業、例えば、下端主筋を連結用スペーサーの下段の線材に結束する作業や、上端主筋と下端主筋にスターラップを巻き付けて施工する場合のスターラップと下端主筋を結束する作業、及び型枠内にモルタルを充填する作業等を容易に行なえるようにすることを課題とする。
【0008】
【課題を解決するための手段】
上記の課題を解決するために、本発明では、次のような技術的手段を講じている。即ち、複数本の線材により略矩形状に形成され、且つ、型枠内部に手を入れることが可能な大きさの開放部を設け、且つ、低スランプのモルタルが型枠外に流れ出さない程度の目合いとなるよう骨組を存在させて成る一対の側面フレームに、複数の連結用スペーサーを回動可能に連結して、折りたたみ可能で且つ展開時に自立可能な法枠形成用埋め込み型枠を構成している(請求項1)。
ここで謂う略矩形状とは、矩形は勿論の事、井形を組み合わた形状など、矩形から部分的にはみ出した部分が存在する形状のことを指す。
【0009】
また、前記開放部は、短辺5cm以上で且つ開放面積が50cm以上であることが好ましい。これは、一つの開放部の面積が50cmを下回ると手を入れることが出来ても作業性が悪くなり、短辺が5cmを下回ると手を入れることが困難と成るためである。前記開放部は、一対の側面フレームの両方に設けることが望ましい。
【0010】
上記の構成による法枠形成用埋め込み型枠は、法枠形成用埋め込み型枠の側面フレームを重ね合わせるように折り畳んだ状態で法枠工事現場に搬入でき、現地では、使用姿勢に展開して法面の所定位置に設置して自立させることができる。
【0011】
しかも、低スランプ(スランプ値0が望ましい)のモルタルを使用すると、ある程度の目合いとなるよう骨組が存在していれば、モルタルは型枠外に流れ出すことはなく、モルタル吹付けの際に目安となるだけで良いために、網を使用しなくとも骨組だけで法枠形成用埋め込み型枠を構成させることができる。
【0012】
殊に、側面フレームに型枠内部に手を入れることが可能な大きさの開放部を設けているため、法枠形成用埋め込み型枠は側方からの作業スペースを常に有している。
【0013】
従って、側方からの諸作業、例えば、下端主筋を連結スペーサー下段に結束する作業や、上端主筋と下端主筋とにスターラップ(助筋)を巻き付けて施工する場合のスターラップと下端主筋を結束する作業等を容易に行なえることになる。
【0014】
尚、型枠内外にモルタルを吹付けて充填すると、主筋の裏側等、吹付け方向の裏側に充填不良箇所が生じることがあり、空洞(モルタル・コンクリート等の疎な部分)が形成される可能性が有るが、上記のとおり、網状の側型枠を使用せず骨組のみで型枠が構成されているため、必要に応じて型枠側方からも、型枠内にモルタルを吹き付けることができ、主筋の裏側等、吹付け方向裏側への充填不良を回避することができ、この面からも法枠の品質を向上し得る。
【0015】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。図1〜図3は、本発明に係る法枠形成用埋め込み型枠の一例を示す。この法枠形成用埋め込み型枠1は、線材(例えば、鋼性線材や軟鉄線材)で作成され、折り畳み可能で且つ展開時に自立可能となるよう構成されている。
【0016】
法枠形成用埋め込み型枠1は、平行に配置された複数本(図示の例では4本)の横線材2(2a,2b,2c,2d)と、それらに溶接等の手段により連結された複数本(図示の例では7本)の縦線材3(3a,3b,3c,3d…)とで矩形状に形成された一対の側面フレーム4に、線材よりなる複数(図示の例では4個)の連結用スペーサー5を枢支連結して構成されている。
【0017】
側面フレーム4を構成する縦線材3(3a,3b,3c,3d…)は、それぞれ隣接する縦線材3(3a,3b,3c,3d…)と15cmの間隔を空けて配置されており、また、横線材2は、2a2b間及び2c2d間が7cm、2b2c間が15cmの間隔にて配置されている。
これらの線材の間隔は特に限定されるものではないが、作業効率の面から考えて、開放部においては少なくとも5cm以上、望ましくは10cm以上の間隔とし、開放部の面積を50cm以上となるように構成することが好ましい。
【0018】
連結用スペーサー5は、法枠形成用埋め込み型枠を使用姿勢に展開した状態において、側面フレーム4に対して直角な面内でX形に交差する2本の線材7a,7bと、両線材7a,7bの上下二箇所に溶接等の手段により連結した横方向の線材8a,8bとで構成されており、各線材7a,7b,8a,8bの両端にリング状部分を曲げ形成して、このリング状部分を側面フレーム4の縦線材3a,3b,3c,3dに縦軸線まわりで回転自在に枢着し、一対の側面フレーム4を自立姿勢と折り畳み姿勢とに切り換え可能としているのであって、この連結用スペーサー5を板材やプラスチック成形物にて同様の形状に作成してもよい。
尚、スペーサーの形状は上記に限られるものではなく、井型,門型等適宜選択することができる。
【0019】
上記の構成によれば、図2に示すように、法枠形成用埋め込み型枠1を折り畳んだ状態で法枠工事現場に搬入でき、現地では、法枠形成用埋め込み型枠1を使用姿勢に展開して法面の所定位置に自立させ、法面上に設置することができる。
【0020】
そして、例えば、図3の(A)に示すように、上端主筋10aおよび下端主筋10bを必要本数、連結用スペーサー5の線材8a,8bで支持された状態に配筋し、これらの主筋10a,10bにスターラップ11を巻付け固定し、しかる後、法枠形成用埋め込み型枠の内外に低スランプのモルタル13を型枠内外に吹き付けて、法枠を形成することができる。
【0021】
この場合、上記の法枠形成用埋め込み型枠1では、側面フレーム4内に手が十分に入る程度の開放部を有するため、側方からの諸作業、例えば、下端主筋10bを下段の線材8bに結束する作業や、スターラップ11と下端主筋10bを結束する作業等を容易に行なえるのである。
【0022】
殊に、上記の構成によれば、連結用スペーサー5が、2本の線材7a,7bをX形に交差させた筋交い構造となるため、非常に堅牢であり、幅方向に変形し難い。従って、等高線に沿った法枠部分を形成する際、連結用スペーサー5に支持させた主筋10a,10bの重量、特に作業員が主筋10a,10bを踏んだり、他物を主筋10a,10bに当接させた際の不測な荷重によって、型枠が幅方向に変形する虞がなく、法枠の品質向上を図り得る。
【0023】
また、型枠内外にモルタル13を吹き付けて充填すると、主筋10a,10bの裏側等、吹付け方向の裏側に充填不良箇所が生じることがあり、さらに、連結用スペーサー5が、側面フレーム4に対して直角な面内でX形に交差する2本の線材7a,7bと、両線材7a,7bの上下二箇所に横架した横方向の線材8a,8bとで構成されていると、主筋の長手方向一端側から型枠内にモルタル13を充填する場合、連結用スペーサー5のX形交差部の背面側への充填不良により、空洞(モルタル・コンクリート等の疎な部分)が形成される可能性が有るが、上記の通り、網状の側型枠を使用せず骨組で型枠が構成されており、型枠側面が広く空いているため、必要に応じて型枠側方からも、型枠内にモルタル13を充填することができ、主筋10a,10bの裏側等、吹付け方向の裏側や、連結用スペーサー5のX形交差部の背面側への充填不良を回避することができ、この面からも法枠の品質を向上し得る。
【0024】
法枠の施工手順の一例を説明すると、次のとおりである。先ず、図4の(A)に示すように、法面に金網12を敷設した後、下端主筋10bを、予めスターラップ11に挿入した状態で、金網12上に設置し、その上に法枠形成用埋め込み型枠の型枠1を設置した後、図4の(B)に示すように、下端主筋10bを連結用スペーサー5の線材8bに番線等(図示せず)で結束する。
【0025】
しかる後、図4の(C)に示すように、スターラップ11を持ち上げて、スターラップ11内に上端主筋10aを連結用スペーサー5の線材8aに戴置し且つ番線等(図示せず)で結束した後、スターラップ11を、上端主筋10aおよび下端主筋10bに番線等(図示せず)で結束し、図5の(A)に示すように、配筋作業を完了する。
【0026】
この場合、型枠側面に開放部を設けているため、型枠内に手を側方からも差し込むことができ、連結用スペーサー5の線材8a,8bに対する上端主筋10a,下端主筋10bの結束作業や上端主筋10a,下端主筋10bに対するスターラップ11の結束作業を容易に行うことができる。
【0027】
そして、図5の(B)に示すように、法枠形成用埋め込み型枠の内外に低スランプのモルタル13を吹付けて、型枠内に充填する。
【0028】
この場合、網状の側型枠は使用せず側面は骨組であるため、型枠内に側方からもモルタル13を吹き付けることができ、主筋10a,10bの裏側等、吹付け方向の裏側や、連結用スペーサー5のX形交差部の背面側への充填不良を回避することができる。
【0029】
その後、型枠外に多く付着しすぎたモルタル13部が存在する場合、必要に応じて表面化粧吹き及び/またはコテ仕上げをすることで、所望の法枠を構築するのである。
【0030】
【0031】
図6と図7は、上記の手順により施工された法枠を示す。図中の15は法枠間の金網12上に厚層に吹き付けた植生基盤材、16はアンカーである。尚、図6に示すように、予め、平地で法枠形成用埋め込み型枠1と上端主筋10a,下端主筋10bおよびスターラップ11,必要に応じて側枠網14を先組しておき、これを法面上の設置位置まで吊り込むこともできる。
【0032】
【発明の効果】
以上説明したように、本発明によれば、法枠形成用埋め込み型枠において、モルタル吹付けの際の目安となるだけでよいため、側型枠網の使用を省略することができ、大幅なコスト削減が達成できる。
【0033】
しかも、型枠を構成する側面フレームを骨組のみで構成し、手を入れることが可能な大きさの開放部を設け、且つ、低スランプのモルタルまたはコンクリートが型枠外に流れ出 さない程度の目合いとなるよう骨組を存在させているため、配筋や結束の作業性が向上すると共に、網状の側型枠によって邪魔されることなく、上方からと上方の前後からと側方からの同時的なモルタルの吹き付け作業が可能になることから、モルタルの吹き付け不良やモルタルのポーラスな施工を回避できるようになり、これによって法枠の強度的な品質の向上が確実に達成されるようになる。
【図面の簡単な説明】
【図1】 本発明に係る法枠形成用埋め込み型枠の斜視図である。
【図2】 法枠形成用埋め込み型枠の構成を説明する図である。
【図3】 法枠形成用埋め込み型枠を使用した法枠の施工手順の説明図である。
【図4】 図3に続く施工手順の説明図である。
【図5】 法枠形成用埋め込み型枠を使用した法枠の説明図である。
【図6】 法枠形成用埋め込み型枠を使用した法枠の断面図である。
【図7】 従来の法枠形成用埋め込み型枠の斜視図である。
【符号の説明】
1…法枠形成用埋め込み型枠、4…側面フレーム、5…連結用スペーサー
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an improvement of a method frame forming embedded mold and a method frame forming method .
[0002]
[Prior art]
[Patent Document 1]
JP, 52-61331, A As a reinforcement method of the slope of the mountainside and other slopes such as roads and land, a mesh body such as a wire mesh is laid on the slope, and a frame is placed on the mesh body. There is a construction method in which an embedding formwork for molding is arranged and mortar or concrete (hereinafter referred to as mortar) is sprayed to fill the formwork, and a grid-like formwork is constructed on the slope.
[0003]
As shown in FIG. 8, as the above-mentioned embedded formwork for forming a normal frame, a connecting spacer disposed between parallel and opposite mesh-like side molds is provided between two horizontal wires and the wires. Is composed of two longitudinal wires connected to each other, and both ends of the horizontal wire are pivotally connected to the side mold frame around the longitudinal axis so as to be foldable. is there.
[0004]
The above-mentioned embedded mold for forming a frame is carried into the frame construction site in a folded state so that two side molds are overlapped. It is used to form a normal frame by placing the upper and lower main bars in a formwork, supported by horizontal wires, and blowing mortar into and out of the formwork.
[0005]
[Problems to be solved by the invention]
However, in the conventional embedded mold for forming a frame, since the net-shaped side mold and the connecting spacer are directly connected, the side mold becomes an obstacle to work from the side, and the bottom main reinforcement The work of binding to the lower wire rod of the connecting spacer, and the work of binding the star wrap and lower end main bar when wrapping the stirrup (helper bar) around the upper main bar and the lower main bar are very troublesome and workability There was a problem of being bad.
[0006]
In addition, since the mortar spraying operation is restricted from above and from above and below, it is easy for mortar to spray poorly on the back side of the intersection between the spacer and the upper and lower main bars. Furthermore, it is difficult to spray the mortar so as to avoid the spacers and main bars, and when the mortar is sprayed on the spacers and main bars, a part of the mortar rebounds and granulates. By bonding to each other, there is a concern that the mortar is likely to be in a porous state, and the strength of the frame is reduced.
[0007]
The present invention provides saving be one such has been made in light of the problems of the prior art, in law frame forming embedded frame having a coupling spacers, the use of the mesh body as side formwork completely In addition, various operations from the side, such as tying the bottom main bar to the lower part of the connecting spacer, or wrapping a star wrap around the upper and lower main bars It is an object of the present invention to make it possible to easily perform the work of binding the bottom main bars and the work of filling the mold with mortar.
[0008]
[Means for Solving the Problems]
In order to solve the above problem, the present invention takes the following technical means. That is, it is formed in a substantially rectangular shape by a plurality of wires, and has an open portion that is large enough to allow a hand to be put inside the mold , and the low slump mortar does not flow out of the mold. A plurality of connecting spacers are pivotally connected to a pair of side frames that have a framework so that they can be meshed to form an embedded mold frame for forming a legal frame that can be folded and can be self-supported when deployed. (Claim 1).
Here, the so-called “substantially rectangular shape” refers to a shape in which a portion that partially protrudes from the rectangle, such as a shape combining well shapes, as well as a rectangle.
[0009]
Also, the open part is not preferred and the open area at the short side 5cm above is 50 cm 2 or more. This is because if the area of one open part is less than 50 cm 2 , even if a hand can be put in, the workability deteriorates, and if the short side is less than 5 cm, it is difficult to put in a hand. It is desirable that the opening portion be provided on both of the pair of side frames.
[0010]
The embedded frame for forming a legal frame having the above configuration can be brought into the legal frame construction site with the side frame of the embedded frame for forming the legal frame folded so as to be overlapped. It can be installed at a predetermined position on the surface to be independent.
[0011]
Moreover, when using a mortar with low slump (preferably with a slump value of 0), the mortar will not flow out of the mold as long as there is a framework with a certain degree of alignment. Therefore, the embedded frame for forming a legal frame can be configured with only a framework without using a net .
[0012]
In particular, since the side frame is provided with an open portion that is large enough to allow a hand to be placed inside the mold, the embedded mold for forming a frame always has a working space from the side.
[0013]
Therefore, various work from the side, for example, the work to bind the lower main bar to the lower part of the connecting spacer, or the star wrap and the lower main bar to be used when wrapping a star wrap (helper bar) around the upper main bar and the lower main bar It is possible to easily perform the work to be performed.
[0014]
In addition, when mortar is sprayed inside and outside the mold, filling may occur in the back side in the spraying direction, such as the back side of the main reinforcement, and cavities (sparse parts such as mortar and concrete) may be formed. However, as mentioned above, since the mold is composed of only the framework without using the reticulated side mold, the mortar can be sprayed into the mold from the side of the mold as needed. In addition, it is possible to avoid filling defects on the back side in the blowing direction such as the back side of the main bar, and the quality of the method frame can be improved also from this aspect.
[0015]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 to 3 show an example of an embedded mold for forming a legal frame according to the present invention. The embedded frame 1 for forming a normal frame is made of a wire rod (for example, a steel wire rod or a soft iron wire rod), and is configured to be foldable and to be self-supporting when unfolded.
[0016]
The embedded frame 1 for forming a frame is connected to a plurality of (four in the illustrated example) horizontal wires 2 (2a, 2b, 2c, 2d) arranged in parallel and connected thereto by means such as welding. A plurality of (in the illustrated example, four in the illustrated example) a plurality of (in the illustrated example, four in the illustrated example) a plurality of (in the illustrated example, four in the illustrated example) the pair of side frames 4 formed in a rectangular shape with a plurality of (seven in the illustrated example) vertical wires 3 (3a, 3b, 3c, 3d. The connecting spacer 5 is pivotally connected.
[0017]
The vertical wires 3 (3a, 3b, 3c, 3d...) Constituting the side frame 4 are arranged at 15 cm intervals from the adjacent vertical wires 3 (3a, 3b, 3c, 3d...), Respectively. The horizontal wire 2 is disposed with an interval of 7 cm between 2a2b and 2c2d and 15 cm between 2b2c.
The spacing between these wires is not particularly limited, but considering the work efficiency, the distance between the open portions is at least 5 cm or more, preferably 10 cm or more, and the area of the open portions is 50 cm 2 or more. It is preferable to configure.
[0018]
The connecting spacer 5 includes two wire rods 7a and 7b that intersect in an X shape within a plane perpendicular to the side frame 4 in a state where the embedded frame for forming the frame is expanded to the use posture, and both wire rods 7a. , 7b and the transverse wires 8a and 8b connected to the upper and lower portions by means of welding or the like, and ring-shaped portions are bent and formed at both ends of each wire 7a, 7b, 8a, 8b. The ring-shaped portion is pivotally attached to the vertical wires 3a, 3b, 3c, 3d of the side frame 4 so as to be rotatable around the vertical axis, and the pair of side frames 4 can be switched between a self-supporting posture and a folding posture, The connecting spacer 5 may be formed in a similar shape using a plate material or a plastic molded product.
The shape of the spacer is not limited to the above, and can be selected as appropriate, such as a well shape or a gate shape.
[0019]
According to the above configuration, as shown in FIG. 2, the embedded frame 1 for forming the legal frame can be carried into the legal frame construction site in a folded state. It can be deployed and self-supported at a predetermined position on the slope, and installed on the slope.
[0020]
Then, for example, as shown in FIG. 3A, the upper main bars 10a and the lower main bars 10b are arranged in a state where they are supported by the necessary number of wires 8a and 8b of the connecting spacer 5, and these main bars 10a, The stirrup 11 is wound and fixed on 10b, and then a low slump mortar 13 is sprayed in and out of the embedded mold for forming the frame to form the frame.
[0021]
In this case, the above-mentioned embedded mold 1 for forming a frame has an open portion that allows a hand to be sufficiently placed in the side frame 4, so various operations from the side, for example, the lower end main bar 10 b is used as the lower wire 8 b. Thus, it is possible to easily perform the operation of binding the stirrup 11 and the bottom main muscle 10b.
[0022]
In particular, according to the above-described configuration, the connecting spacer 5 has a bracing structure in which the two wire rods 7a and 7b intersect each other in the X shape, so that it is very robust and hardly deforms in the width direction. Therefore, when forming the normal frame portion along the contour line, the weight of the main muscles 10a and 10b supported by the connecting spacer 5, especially the operator steps on the main muscles 10a and 10b, or hits other objects against the main muscles 10a and 10b. There is no possibility that the mold will be deformed in the width direction due to an unexpected load at the time of contact, and the quality of the method frame can be improved.
[0023]
Moreover, when the mortar 13 is sprayed and filled in and out of the mold, there may be a filling failure portion on the back side in the spraying direction such as the back side of the main bars 10a and 10b. Further, the connecting spacer 5 is attached to the side frame 4. If it is composed of two wire rods 7a and 7b intersecting in an X shape within a plane perpendicular to each other, and horizontal wire rods 8a and 8b laid horizontally at two upper and lower portions of both wire rods 7a and 7b, When filling the mold with mortar 13 from one end in the longitudinal direction, cavities (sparse parts such as mortar and concrete) can be formed due to poor filling of the connecting spacer 5 to the back side of the X-shaped intersection. However, as mentioned above, the formwork is composed of a frame without using a reticulated side formwork, and the side face of the formwork is widely open. The frame can be filled with mortar 13, 10a, the back side of 10b or the like, the back or spraying direction, defective filling of the rear side of the X-shaped cross section of the connecting spacers 5 can be avoided, can improve the quality of legal frame from this plane.
[0024]
An example of the legal frame construction procedure is described as follows. First, as shown in FIG. 4A, after laying the wire mesh 12 on the slope, the bottom main bar 10b is installed on the wire mesh 12 in a state of being inserted into the stirrup 11 in advance, and the frame is placed on it. After the formation of the forming embedded form 1, the lower end main bar 10 b is bound to the wire 8 b of the connecting spacer 5 with a wire or the like (not shown) as shown in FIG.
[0025]
Thereafter, as shown in FIG. 4C, the star wrap 11 is lifted, and the upper end main reinforcement 10a is placed in the stir wrap 11 on the wire 8a of the connecting spacer 5 and is connected with a wire or the like (not shown). After being bound, the stirrup 11 is bound to the upper main bar 10a and the lower main bar 10b with a wire or the like (not shown), and the bar arrangement work is completed as shown in FIG.
[0026]
In this case, since the opening part is provided on the side surface of the mold, a hand can be inserted into the mold from the side, and the upper end main bar 10a and the lower end main bar 10b are bound to the wires 8a and 8b of the connecting spacer 5. The stirrup 11 can be easily bound to the upper main bar 10a and the lower main bar 10b.
[0027]
Then, as shown in FIG. 5B, low slump mortar 13 is sprayed into and out of the embedded mold for forming the frame, and the mold is filled.
[0028]
In this case, since the skeleton 13 is not used and the side surface is a framework, the mortar 13 can be sprayed from the side into the mold, such as the back side of the main bars 10a and 10b, It is possible to avoid a filling failure on the back side of the X-shaped intersection of the connecting spacer 5.
[0029]
After that, when there is 13 parts of mortar that has adhered too much outside the mold, a desired method frame is constructed by performing surface decorative blowing and / or trowel finishing as necessary.
[0030]
[0031]
FIG. 6 and FIG. 7 show a method frame constructed by the above procedure. In the figure, reference numeral 15 denotes a vegetation base material sprayed in a thick layer on the wire mesh 12 between the frame frames, and 16 denotes an anchor. In addition, as shown in FIG. 6, the embedded frame 1 for forming the frame and the upper main bar 10a, the lower main bar 10b, the stirrup 11 and, if necessary, the side frame network 14 are pre-assembled on a flat ground. Can be suspended to the installation position on the slope.
[0032]
【The invention's effect】
As described above, according to the present invention, in the embedded mold for forming a frame, it is only necessary to serve as a guide for mortar spraying, so the use of a side mold network can be omitted, Cost reduction can be achieved.
[0033]
Moreover, the side frames constituting the mold constituted of only the skeleton, the opening of which can be placed a hand size provided, and, fit eyes of the degree of low slump mortar or concrete is not of flows in the mold outside the frame Since the framework is made to exist , the workability of reinforcement and bundling is improved, and from the upper side, the upper front and back, and the side from the side without being disturbed by the net-like side formwork Since the mortar spraying operation is possible, it becomes possible to avoid poor mortar spraying and porous construction of the mortar, thereby ensuring the improvement of the strength quality of the legal frame.
[Brief description of the drawings]
FIG. 1 is a perspective view of an embedded mold for forming a legal frame according to the present invention.
FIG. 2 is a diagram for explaining a configuration of an embedded mold for forming a legal frame.
FIG. 3 is an explanatory view of a procedure for constructing a method frame using an embedded mold for forming a method frame.
FIG. 4 is an explanatory diagram of a construction procedure following FIG . 3;
FIG. 5 is an explanatory diagram of a legal frame using an embedded mold for forming a legal frame.
6 is a cross-sectional view of a legal frame using the embedded frame for process frame forming.
FIG. 7 is a perspective view of a conventional embedded frame for forming a method frame.
[Explanation of symbols]
1 ... Embedded frame for forming a legal frame, 4 ... Side frame, 5 ... Linking spacer

Claims (2)

複数本の線材により略矩形状に形成された一対の側面フレームに、複数の連結用スペーサーを回動可能に連結して、折りたたみ可能で且つ展開時に自立可能となるように構成した網状の側型枠を使用しない法枠形成用埋め込み型枠であり、前記側面フレームに、型枠内部に手を入れることが可能な大きさの開放部を設け、且つ、低スランプのモルタルまたはコンクリートが型枠外に流れ出さない程度の目合いとなるよう骨組を存在させて成る網状の側型枠を使用しない法枠形成用埋め込み型枠。A reticulated side mold configured to be foldable and self-supporting when unfolded by connecting a plurality of connecting spacers to a pair of side frames formed in a substantially rectangular shape by a plurality of wires. It is an embedded mold for forming a legal frame that does not use a frame, the side frame is provided with an open portion of a size that allows a hand to be put inside the mold , and low-slump mortar or concrete is outside the mold flow out not the degree of eye fit and so as not to use the side formwork mesh made in the presence of a framework law frame forming embedded frame. 求項1に記載の法枠形成用埋め込み型枠を用いる法枠成形方法において、モルタルまたはコンクリートを充填する際に、型枠側方からもモルタルまたはコンクリートを充填することにより、モルタルまたはコンクリートの充填不良を回避することを特徴とする法枠形成方法 In law frame molding method using an embedded frame for legal frame formed according to Motomeko 1, when filling mortar or concrete, by filling the mortar or concrete from the mold side, the mortar or concrete law frame forming method characterized by avoiding defective filling.
JP2002292363A 2002-10-04 2002-10-04 Embedded frame for forming a frame without using a reticulated side frame and method for forming a frame Expired - Fee Related JP4169330B2 (en)

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