JP3999804B2 - Wall material connection method - Google Patents
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- JP3999804B2 JP3999804B2 JP2006221788A JP2006221788A JP3999804B2 JP 3999804 B2 JP3999804 B2 JP 3999804B2 JP 2006221788 A JP2006221788 A JP 2006221788A JP 2006221788 A JP2006221788 A JP 2006221788A JP 3999804 B2 JP3999804 B2 JP 3999804B2
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
Description
本発明は、壁面材の連結方法に関する。さらに詳しくは、盛土によってできる外壁または法面などの擁壁を補強する壁面材を、横方向に連結して広くする際に好適に採用される、特殊な構造の壁面連結具を用いた壁面材の連結方法に関する。 The present invention relates to a method for connecting wall materials. More particularly, the wall material to reinforce the retaining wall, such as outer wall or slope which can be the embankment, coupled laterally is suitably employed when large, wall material using the wall connector of a special structure It relates to the connection method.
従来、谷間や窪地に盛土工法によって道路を付設したり、河の堤防や急峻な砂防壁などを盛土工法によって構築したり、灌木林を開墾して牧場や農作物類、花卉類、果樹類などの栽培が可能な耕作地に転換する際に、盛土された平面を裸地状態に放置すると、浸食、含水量の増加などによって地滑り、雨水により土壌が流亡するなどの問題があるほか、軟弱地盤にあっては地盤沈下、不同(等)沈下が発生するという問題があった。 Conventionally, roads have been added to valleys and depressions by embankment methods, river embankments and steep sabo walls are constructed by embankment methods, shrub forests are opened and farms, crops, flowers, fruit trees, etc. When changing to a cultivated land that can be cultivated, leaving the embanked flat surface in bare land causes problems such as erosion, landslides due to increased water content, and soil drainage due to rainwater. In that case, there was a problem that ground subsidence and dissimilar (equal) subsidence occurred.
このような問題を解消するために、水平面に対する角度が45度以上の急傾斜面には、地滑りや雨水による土壌の流亡を防ぎ盛土された土壌を補強するために、壁面材を配置し、盛土した平面土壌には、盛土の剪断を防ぎ、盛土の強度安定化を図るために、複数の盛土補強材を盛土地盤(体内)に層状に付設することが広く行われている。急傾斜面の擁壁は、壁面材としての側面構造がL字型とされたエキスパンドメタル(Expanded metal)製の壁面材(以下、これをL字型EPM壁面材と略称することがある)によって補強される(例えば、特公昭63−11488号公報、特開平8−284173号公報参照)。また、金属棒を縦横に溶接して側面構造がL字型とされた格子状の壁面材(以下、これをL字型格子状壁面材と略称することがある)によって補強される(例えば、特開平5−287750公報参照、特開2001−49668号公報などを参照)。 In order to solve such problems, wall materials are arranged on steeply inclined surfaces with an angle of 45 degrees or more with respect to the horizontal plane to prevent soil runoff due to landslides and rainwater, and to reinforce the embanked soil. In order to prevent shearing of the embankment and stabilize the strength of the embankment, a plurality of embankment reinforcing materials are widely attached to the embankment ground (inside) in the flat soil. The steeply inclined retaining wall is made of an expanded metal wall surface material (hereinafter, this may be abbreviated as an L-shaped EPM wall surface material) whose side surface structure as the wall surface material is L-shaped. It is reinforced (see, for example, Japanese Patent Publication No. 63-11488 and Japanese Patent Laid-Open No. 8-284173). Further, it is reinforced by a lattice-shaped wall surface material (hereinafter, this may be abbreviated as an L-shaped lattice-shaped wall surface material) in which a metal bar is welded vertically and horizontally to make the side structure L-shaped (for example, (See JP-A-5-287750, JP-A-2001-49668, etc.).
盛土してできる外壁または法面などの擁壁が、正面から見て上下、左右に広い場合は、L字型EPM壁面材またはL字型格子状壁面材などを複数層に積み重ね、連結して構築される。例えば、上下に広くする場合には、壁面材の平面部分(盛土した土壌で埋設される側)には、ジオグリッドや樹脂ネット製の盛土補強材を接続し、この盛土補強材の上に盛土して一層目とし、この上に次の壁面材を積み重ねて擁壁を形成し、同様に盛土して二層目とし、この手順を繰り返して複数層として所定の高さとする手法が採用される(例えば、特開平5−287750公報参照)。 When retaining walls such as outer walls or slopes created by embankment are wide in the vertical and horizontal directions when viewed from the front, L-shaped EPM wall materials or L-shaped lattice wall materials are stacked and connected in multiple layers. Built. For example, in the case of widening up and down, a geogrid or resin net embankment reinforcement is connected to the flat part of the wall material (the side buried with the embankment soil), and embankment is placed on this embankment reinforcement. Then, the next wall material is stacked on top of this to form a retaining wall, and the same is embanked to form the second layer, and this procedure is repeated to obtain a predetermined height as a plurality of layers. (For example, refer to Japanese Patent Laid-Open No. 5-287750).
一方、左右に広くする場合には、壁面材の横方向端部同士を接触させ、連結して広幅とするとする手法が採用される。壁面材の横方向端部同士を連結する方法としては、特開2001−49668号公報に、針金、ワイヤークリップ、ボルト・ナットなどによって連結する手法が記載されている。しかしながら、針金を用いる方法は連結作業が繁雑で、熟練を要するという欠点があった。また、ワイヤークリップ、ボルト・ナットなどによって連結する方法は、作業が繁雑で、熟練を要するほか、低温の季節や寒冷地では、作業員の手がかじかんで作業し難く、時間がかかるという欠点があった。
本発明者らは、かかる状況にあって、上記従来の欠点を解消した連結技術を提供すべく鋭意検討した結果、本発明に到達したものである。すなわち、本発明の目的は、次のとおりである。
1.壁面材の横方向端部を連結する際の連結作業が容易な、特殊な構造の連結具を使用した壁面材の連結方法を提供すること。
2.連結作業に熟練を要さず、季節的な影響を受け難い壁面材の連結方法を提供すること。
Under these circumstances, the present inventors have reached the present invention as a result of intensive studies to provide a connection technique that eliminates the above-mentioned conventional drawbacks. That is, the object of the present invention is as follows.
1. To provide a method for connecting wall materials using a connector having a special structure that facilitates connection work when connecting the end portions in the horizontal direction of the wall materials.
2. To provide a method for connecting wall materials that do not require skill in connection work and are not easily affected by the season.
上記課題を解決するため、本発明では、金属製壁面材(A)の横方向端部を接触させて連結するにあたり、まず平面形状が四角形の金属板を長さ方向のほぼ中央部で、側面形状がU字型を呈するように折り曲げてU字型空隙部が設けられ、U字型の開口部に沿い、対向面の中央部より開口部側の位置に、頂部が相互に対向接近して狭幅となるようにく字型を呈するく字型折り曲げ部が設けられ、U字型空隙部の開口部間隔が他の対向面よりも大きくされてなる壁面材連結具(I)を使用し、連結すべき一方の金属製壁面材の上端部を壁面材連結具(I)の空隙部に嵌合した後、壁面材連結具(A)を連結すべき他方の金属製壁面材側にスライドさせ、2個の金属製壁面材上端部にまたがらせて位置させることによって、金属製壁面材の上端部を連結し、ついで長尺の金属棒を長さ方向のほぼ中央部で折り曲げることによって、コ字型折り曲げ部が設けられ、2本の長い平行な金属棒部分の長さ方向中央部から若干先端側に寄った部分に、側面形状がU字型を呈するU字型折り曲げ部が対向して設けられてかぎホック状とされ、2本の金属棒部分平行を維持したまま、U字型折り曲げ部の先端側が若干外側に折り曲げられて拡大された開口部とされてなる壁面材連結具(II)を使用し、壁面材連結具(II)のU字型折り曲げ部の先端側の開口部を、2個の金属製壁面材(A)の縦ストランドまたは側端部の金属棒を間に挟んで、横ストランド等の下裏側から前面側に突き出した後、U字状折り曲げ部に横ストランド等を嵌合させ、2本の金属棒部分の先端部を金属製壁面材(A)の横ストランド等の下裏側に位置させるによって、金属製壁面材の立面部分を連結することを特徴とする、壁面材の連結方法を提供する。 In order to solve the above-described problems, in the present invention, when the lateral end portions of the metal wall surface material (A) are brought into contact with each other and connected, first, a metal plate having a square planar shape is formed at a substantially central portion in the length direction, and the side surface. A U-shaped gap is formed by bending so that the shape exhibits a U-shape, and the tops face each other at a position closer to the opening than the center of the opposing surface along the U-shaped opening. Using a wall material connector (I) in which a U-shaped bent portion having a U-shape is provided so as to have a narrow width, and the opening interval of the U-shaped gap is made larger than that of the other facing surface. After fitting the upper end of one metal wall material to be connected to the gap of the wall material connector (I), slide the wall material connector (A) to the other metal wall material side to be connected The upper end of the metal wall material is connected to the upper end of the two metal wall materials. Then, by folding the long metal rod at the substantially central portion in the length direction, a U-shaped bent portion is provided, and slightly longer from the central portion in the length direction of the two long parallel metal rod portions. A U-shaped bent portion having a U-shaped side surface is provided opposite to the offset portion to form a hook and hook shape, and the tip of the U-shaped bent portion is maintained while maintaining the parallelism of the two metal rod portions. Use the wall material connector (II), which has an enlarged opening with the side bent slightly outward, and have two openings on the tip side of the U-shaped bent portion of the wall material connector (II) After protruding from the lower back side of the horizontal strand etc. to the front side with the vertical strand of the metal wall material (A) or the metal rod at the side end in between, the horizontal strand etc. is fitted to the U-shaped bent part And let the front ends of the two metal rods be a horizontal strand of metal wall material (A). By is positioned under the back of the equal, characterized by connecting the elevation portion of the metal wall material, to provide a method of connecting the wall material.
本発明は、以下に詳細に説明するとおりであり、次のような効果を奏し、産業上の利用価値は極めて大である。
1.本発明方法では、特殊な構造の壁面材連結具(I)(鞍型連結具)を使用し、2個の壁面材(A)の両端部を突き合わせた状態で、壁面材(A)上端部の補強棒、金属棒などを嵌合して両者を連結するので、L字型壁面材の立面部分の背面からの負荷、上側に積み重ねられた層からの負荷などがあっても、一個の壁面材(A)のみが擁壁の表面側に突出して変位することがなく、擁壁の表面に凹凸が生じることがない。
2.本発明方法では、特殊な構造の壁面材連結具(I)(鞍型連結具)および壁面材連結具(II)(ホック型連結具)を使用して壁面材を連結する方法を採用するので、ボルト・ナットを使用する従来法に比較して使用する部品数が少なく、作業に熟練を要さず、季節にも関係なく、極めて能率的に連結することができる。
The present invention is as described in detail below, has the following effects, and has an extremely great industrial utility value.
1. In the method of the present invention , a wall surface material connector (I) (a saddle type connection device) having a special structure is used. Since both the reinforcing bar and the metal bar are fitted and connected to each other, even if there is a load from the back surface of the upright portion of the L-shaped wall material, a load from the layer stacked on the upper side, etc. Only the wall surface material (A) does not protrude and displace to the surface side of the retaining wall, and the surface of the retaining wall is not uneven.
2. The method of the present invention employs a method of connecting wall materials using a wall material connector (I) (saddle type connector) and wall material connector (II) (hook type connector) having a special structure . , the number of parts used as compared with the conventional method using bolts and nuts is less, without requiring skilled work, seasonal regardless can also be very efficiently connected.
以下、本発明を詳細に説明する。
本発明方法で使用される壁面材連結具(I)は、平面形状が四角形の金属板から調製される。平面形状が四角形の金属板を長さ方向のほぼ中央部で、側面形状がU字型を呈するように折り曲げてU字状空隙部が設けられる。このU字状空隙部は、2個の壁面材(A)を連結する際に、2個の壁面材(A)の両端部を突き合わせた状態で、壁面材(A)上端部の補強棒、金属棒などを嵌合して両者を連結し、L字型壁面材の立面部分の背面からの負荷、上側に積み重ねられた層からの負荷などがあっても、一個の壁面材(A)のみが全面に突出したり、下方に沈下したりしないように機能する。
Hereinafter, the present invention will be described in detail.
The wall surface material connector (I) used in the method of the present invention is prepared from a metal plate having a square planar shape. A U-shaped gap is formed by bending a metal plate having a square planar shape at a substantially central portion in the length direction so that the side surface has a U-shape. The U-shaped gap portion is a reinforcing rod at the upper end of the wall surface material (A) in a state where both ends of the two wall surface materials (A) are abutted when connecting the two wall surface materials (A). Even if there is a load from the back of the elevation part of the L-shaped wall material and a load from the layer stacked on the upper side, a single wall material (A) Only functions so that it does not protrude to the whole surface or sink downward.
壁面材連結具(I)には、さらにU字型空隙部の開口部に沿い、対向面の中央部より開口部側の位置に、頂部が相互に対向接近して狭幅となるように「く字型」に折り曲げた「く字型折り曲げ部」を設け、U字型空隙部の開口部間隔が他の対向面の間隔よりも大きくする(後記、図1図を参照)。く字型折り曲げ部は、壁面材(A)の上端部の金属丸棒に嵌合した壁面材連結具を外れ難くし、かつ、壁面材連結具(I)の壁面を補強するリブとして機能する。壁面材連結具(I)は、乗馬用の鞍に類似した外観を呈するので、「鞍型連結具」と呼ぶことができる。 In the wall material connector (I), further along the opening of the U-shaped gap, the top is opposed to and close to the position closer to the opening than the center of the facing surface. A “character-shaped bent portion” that is bent into a “character-shaped” is provided, and the distance between the openings of the U-shaped gap is made larger than the distance between the other opposing surfaces (see FIG. 1 below). The square-shaped bent portion makes it difficult to remove the wall surface material connector fitted to the metal round bar at the upper end of the wall surface material (A) and functions as a rib that reinforces the wall surface of the wall surface material connector (I). . Since the wall surface material connector (I) has an appearance similar to a riding saddle, it can be referred to as a “saddle-shaped connector”.
壁面材連結具(I)を構成する金属板は、鉄板、ステンレススチール板、その他の合金製鋼板から選ばれる。金属板の厚さは、薄すぎると壁面材連結具(I)としての強度が十分でなく、厚すぎると重くなり取り扱う際い難くなるので、1〜5mmの範囲で選ぶのが好ましく、中でも1〜2mmが好ましい。壁面材連結具(I)の長さ(壁面材を連結した状態での最上部から下方の開口部までの寸法)や幅(長さ方向に対して直角方向で、一端から他端までの寸法)は、連結する壁面材一個の大きさにもよるが、長さは2〜8cm、幅は5〜20cmの範囲で選ぶことができる。 The metal plate constituting the wall surface material connector (I) is selected from an iron plate, a stainless steel plate, and other alloy steel plates. If the thickness of the metal plate is too thin, the strength as the wall material connector (I) will not be sufficient, and if it is too thick, it will be heavy and difficult to handle. ~ 2 mm is preferred. Wall material connector (I) length (dimension from top to bottom opening when wall material is connected) and width (dimension from one end to the other in the direction perpendicular to the length direction) ) Depends on the size of one wall material to be connected, but the length can be selected within the range of 2 to 8 cm and the width of 5 to 20 cm.
壁面材連結具(II)は、長尺の金属棒によって調製される。長尺の金属棒を長さ方向のほぼ中央部で折り曲げることによって、「コ字型折り曲げ部」を設ける。コ字型折り曲げ部は、曲げ部から延在する2本の長い平行な金属棒の間に、隣接した2個の壁面材の側端ストランドまたは側端金属棒を把持し、隣接した2個の壁面材の間が広がらないように機能する。コ字型折り曲げ部の間は、隣接した2個の金属製壁面材の立面部分に配置されて側端ストランド、または側端に縦に配置された縦金属棒を把持し得る寸法とするのが好ましい。 The wall surface material connector (II) is prepared by a long metal rod. A “U-shaped bent portion” is provided by bending a long metal rod at substantially the center in the length direction. The U-shaped bent portion grips the side end strands or side end metal rods of two adjacent wall surfaces between two long parallel metal rods extending from the bent portion. It functions so as not to spread between wall materials. Between the U-shaped bent portions, the dimensions are such that the side end strands or the vertical metal bars vertically arranged at the side ends can be gripped by being arranged on the rising surface portions of two adjacent metal wall materials. Is preferred.
壁面材連結具(II)は、コ字型折り曲げ部を形成した後の2本の長い平行な金属棒部分を、その長さ方向中央部から若干先端側に寄った部分に、2本の金属棒部分を平行を維持したまま、側面形状がU字型を呈するU字型折り曲げ部を設ける。このようにコ字型折り曲げ部とU字型折り曲げ部が設けられた壁面材連結具(II)は、裁縫で使用されるかぎホックに類似した外観を呈するので、「ホック型連結具」と呼ぶことができる。U字型折り曲げ部は、隣接した2個の金属製壁面材のストランド、ストランド交差部、または、壁面材の立面部分に横に配置された横金属棒(以下、これらを横ストランド等と略称する)を把持し、この部分に隙間が生じたり、隙間が拡大したりしないように機能する。 The wall material connector (II) has two long metal rod parts after the U-shaped bent part is formed, and two metal parts on the part slightly away from the center in the longitudinal direction. A U-shaped bent portion having a U-shaped side surface is provided with the rod portion maintained parallel. The wall surface material connector (II) provided with the U-shaped bent portion and the U-shaped bent portion in this way has an appearance similar to a hook and hook used in sewing, and is therefore referred to as a “hook-type connected device”. be able to. The U-shaped bent part is a pair of adjacent metal wall material strands, strand crossing parts, or horizontal metal bars arranged horizontally on the wall surface material (hereinafter these are abbreviated as horizontal strands or the like). It functions so that a gap is not formed in this part or the gap is not enlarged.
壁面材連結具(II)は、さらに、U字型折り曲げ部の先端側を若干外側に向けて折り曲げ、拡大された開口部を形成する(後記、図2参照)。開口部を大きくしておくと、壁面材連結具(II)を隣接した2個の金属製壁面材の横ストランド等を、U字型折り曲げ部に嵌め込んで把持させて連結する際の作業性が向上するので好ましい。 The wall surface material connector (II) is further bent with the front end side of the U-shaped bent portion slightly outward to form an enlarged opening (see FIG. 2 described later). If the opening is made large, workability when connecting the wall material coupler (II) by inserting and holding two adjacent metal wall material horizontal strands in the U-shaped bent part Is preferable.
壁面材連結具(II)を構成する金属棒は、鉄、ステンレススチール、その他の合金などで調製することができ、中空のパイプであってもよい。金属棒の太さまたは直径は、金属の種類にもよるが、細すぎると強度が不十分となり、多きすぎると折り曲げ加工が繁雑となり、コスト高となるので、2〜15mmの範囲で選ぶのが好ましく、中でも、3〜8mmが特に好ましい。壁面材連結具(II)の長さ(コ字型折り曲げ部の外端からU字型折り曲げ部の外側までの寸法)や幅(平行な2本の金属棒部分外端間の寸法)は、連結する壁面材一個の大きさにもよるが、長さは3〜10cm、幅は2〜10cmの範囲で選ぶことができる。 The metal rod constituting the wall surface material coupler (II) can be prepared from iron, stainless steel, other alloys, etc., and may be a hollow pipe. The thickness or diameter of the metal bar depends on the type of metal, but if it is too thin, the strength will be insufficient, and if it is too large, the bending process will be complicated and the cost will be high. Among them, 3 to 8 mm is particularly preferable. The length of the wall material connector (II) (the dimension from the outer end of the U-shaped folded part to the outside of the U-shaped folded part) and the width (the dimension between the two parallel metal rod part outer ends) are: Although depending on the size of one wall material to be connected, the length can be selected within the range of 3 to 10 cm and the width within the range of 2 to 10 cm.
上記の壁面材連結具(I)(鞍型連結具)によって連結される壁面材は、壁面材の立面部分上端部に壁面材連結具(I)のU字型折り曲げ部に嵌合できる補強棒、金属棒などを備えておれば、特に制限はなく、壁面材連結具(II)(ホック型連結具)によって連結される壁面材は、壁面材の立面部分に壁面材連結具(II)にU字型折り曲げ部に嵌め込むことができる横ストランド等を有するものであれば、特に制限はない。 The wall material connected by the above-mentioned wall material connector (I) (saddle type connector) is a reinforcement that can be fitted to the U-shaped bent portion of the wall material connector (I) at the upper end portion of the wall surface material. There is no particular limitation as long as a bar, metal bar, etc. are provided, and the wall surface material connected by the wall surface material connector (II) (hook type connector) is connected to the wall surface material connector (II ) Is not particularly limited as long as it has a transverse strand or the like that can be fitted into the U-shaped bent portion.
壁面材(A)の具体例としては、L字型EPM壁面材(A1)またはL字型格子状壁面材(A2)などが挙げられるが、これらに限定されるものではない。L字型EPM壁面材(A1)を構成するエキスパンドメタル(EPM)とは、薄い鋼板の所定の切目を刻設し、一方向に延伸して製造される。具体的には、後記図3または図4に平面略図として示した、菱形または亀甲形の網目を有するものが挙げられる。EPM製造用の鋼板の種類は、一般構造用圧延鋼板、熱間圧延鋼板、冷間圧延鋼板などが挙げられる。延伸前の鋼板の厚さは3〜15mmで、縦横への延伸倍率は3〜10倍の範囲で選ばれ、平面構造が菱形または亀甲形の網目とされる。 Specific examples of the wall surface material (A) include, but are not limited to, an L-shaped EPM wall surface material (A1) or an L-shaped lattice wall surface material (A2). The expanded metal (EPM) constituting the L-shaped EPM wall material (A1) is manufactured by engraving a predetermined cut in a thin steel plate and extending it in one direction. Specifically, those having a diamond-shaped or turtle-shaped mesh shown as a schematic plan view in FIG. Examples of the types of steel sheets for EPM production include general structural rolled steel sheets, hot rolled steel sheets, cold rolled steel sheets, and the like. The thickness of the steel sheet before stretching is 3 to 15 mm, the stretching ratio in the vertical and horizontal directions is selected in the range of 3 to 10 times, and the planar structure is a rhombus or turtle shell-shaped mesh.
菱形または亀甲形の網目を形成する金属ストランドの太さは、直径3〜10mm、亀甲形の網目(隙間)の大きさは、長径(亀甲形の場合は、網目の頭部から尾部までの長さ)が50〜200mm、短径(亀甲形の場合は、網目を形成する平行なストランド相互間の間隔)が20〜300mmの範囲のものが好ましい。亀甲形の大きさは、鋼板の厚さ、鋼板に刻設する切目の長さ、刻設する密度、延伸倍率などにより調節することができる。 The thickness of the metal strands forming the diamond-shaped or turtle-shaped mesh is 3 to 10 mm in diameter, and the size of the mesh (gap) of the turtle-shaped mesh is the long diameter (in the case of turtle-shaped, the length from the head to the tail of the mesh) )) Is preferably 50 to 200 mm, and the short diameter (in the case of the turtle shell shape) is preferably in the range of 20 to 300 mm between the parallel strands forming the mesh. The size of the turtle shell shape can be adjusted by the thickness of the steel plate, the length of the cuts to be cut in the steel plate, the density to be cut, the draw ratio, and the like.
L字型格子状壁面材(A2)を構成する格子状の構造物は、複数本の金属棒(a1)と複数本の金属棒(a2)とを、相互に直角かつ格子状に配置し、両者が直交する部分で溶接して製造される構造のものであって、後記図5に平面略図として示した構造のものをいう。格子状壁面材を構成する金属棒(a1)および金属棒(a2)は、鉄、ステンレススチール、その他の合金などで調製することができ、中空パイプであってもよい。金属棒は長さ方向に直角に切断した断面が円形、四角形などの多角形のいずれであってもよいが、入手し易さ、コストなどの観点から円形のものが好適である。金属棒は格子状に溶接したあと、錆を防ぐ目的で、その表面への防錆メッキ、防錆塗料の塗布、樹脂による被覆などを施すのが好ましい。 The lattice-shaped structure constituting the L-shaped lattice-shaped wall surface material (A2) includes a plurality of metal bars (a1) and a plurality of metal bars (a2) arranged at right angles to each other in a lattice shape. It is a structure manufactured by welding at a portion where both are orthogonal to each other, and has a structure shown as a schematic plan view in FIG. The metal rod (a1) and the metal rod (a2) constituting the lattice wall material can be prepared from iron, stainless steel, other alloys, etc., and may be hollow pipes. The cross section of the metal bar cut at right angles to the length direction may be either a circle or a polygon such as a rectangle, but a circle is preferred from the standpoint of availability and cost. For the purpose of preventing rust after the metal rod is welded in a lattice shape, it is preferable to apply rust prevention plating, application of a rust prevention paint, coating with a resin or the like to the surface.
金属棒(a1)および金属棒(a2)の直径は、金属の種類にもよるが、細すぎると強度が不十分となり、大きすぎると重くなり、コストも高くなるので、金属棒が丸棒の場合は、3〜10mmの範囲で選ぶのが好ましく、中でも、5〜8mmが特に好ましい。金属棒(a1)および金属棒(a2)の大きさは、同じでも異なっていてもよく、格子状の構造物に配置される位置によって直径を変えることもできる。 The diameter of the metal bar (a1) and metal bar (a2) depends on the type of metal, but if it is too thin, the strength will be insufficient, and if it is too large, it will become heavy and the cost will be high. In this case, it is preferable to select in the range of 3 to 10 mm, and 5 to 8 mm is particularly preferable. The sizes of the metal bar (a1) and the metal bar (a2) may be the same or different, and the diameter can be changed depending on the position where the metal bar (a1) and the metal bar (a2) are arranged in the lattice structure.
壁面材(A)一個は、幅が広すぎたり、長さが長すぎたりすると、壁面材(A)の製作、折り曲げ加工などが繁雑になるほか、重すぎて保管、運搬、施工作業などが困難となるので、通常0.3〜2.5mの範囲で選ぶのが好ましい。壁面材(A)は、L字型EPM壁面材(A1)またはL字型格子状壁面材(A2)の双方とも、平面形状が四角形の構造物とし、長さ方向のほぼ中央で長さ方向に対して直角に折り曲げて、L字型EPM壁面材(A1)またはL字型格子状壁面材(A2)とされる。L字型壁面材の立面部分は、盛土によって形成された壁面の外壁または法面を形成し、L字型壁面材の平面部分は、ジオグリッドや樹脂製ネットなどの盛土補強材と接続される。壁面材の折り曲げ角度は、45〜90度の範囲で選ばれる。 If one wall material (A) is too wide or too long, the production and bending of the wall material (A) will become complicated, and it will be too heavy for storage, transportation, construction work, etc. Since it becomes difficult, it is usually preferable to select in the range of 0.3 to 2.5 m. The wall surface material (A) is a L-shaped EPM wall surface material (A1) or L-shaped lattice wall surface material (A2) having a square planar structure, and the length direction is substantially at the center of the length direction. The L-shaped EPM wall surface material (A1) or the L-shaped lattice-shaped wall surface material (A2) is bent at a right angle to the surface. The upright part of the L-shaped wall material forms the outer wall or slope of the wall formed by embankment, and the flat part of the L-shaped wall material is connected to embankment reinforcement such as geogrid or resin net The The bending angle of the wall material is selected in the range of 45 to 90 degrees.
つぎに、特殊な構造の壁面材連結具(I)(鞍型連結具)を使用して、壁面材(A)を連結する方法を説明する。まず、連結すべき一方の金属製壁面材(A)の上端部を、壁面材連結具(I)の空隙部に嵌合する。つぎに、一方の金属製壁面材(A)に隣接させ、壁面材連結具(I)を、幅方向端部を接触させて配置した連結すべき他方の金属製壁面材(A)の上端部側にスライドさせ、隣接する2個の金属製壁面材上端部にまたがらせて位置させる(後記、図6参照)。 Next, a method of connecting the wall surface material (A) using the wall surface material connector (I) (a saddle type connector) having a special structure will be described. First, the upper end part of one metal wall surface material (A) which should be connected is fitted to the space | gap part of wall surface material connector (I). Next, the upper end portion of the other metal wall surface material (A) to be connected, which is disposed adjacent to one metal wall surface material (A) and the wall surface material connector (I) is disposed in contact with the width direction end portion. It is slid to the side, and is positioned so as to straddle two adjacent metal wall member upper ends (see FIG. 6 described later).
つぎに、壁面材連結具(II)(ホック型連結具)を使用して、壁面材(A)を連結する方法を説明する。まず、壁面材連結具(II)の開口部側端部を、2個の金属製壁面材(A)の側端ストランドまたは側端に縦に配置された縦金属丸棒を間に挟み、壁面材の立面部分に横に配置された横ストランド等の下裏側から前面側に突出す。ついで、U字状折り曲げ部に、横ストランド等を嵌合させ、2本の金属棒部分の先端部を金属製壁面材(A)の横ストランド等の下裏側に位置させる(後記、図7参照)。 Next, a method of connecting the wall surface material (A) using the wall surface material connector (II) (hook type connector) will be described. First, the opening side end of the wall material connector (II) is sandwiched between the side end strands of the two metal wall surface materials (A) or the vertical metal round bars arranged vertically on the side ends. It protrudes from the lower back side to the front side, such as horizontal strands that are arranged horizontally on the vertical surface of the material. Next, a horizontal strand or the like is fitted into the U-shaped bent portion, and the tip end portions of the two metal rod portions are positioned on the lower back side of the horizontal strand of the metal wall material (A) (see FIG. 7 described later). ).
壁面材連結具(I)(鞍型連結具)は、隣接する2個の金属製壁面材上端部にまたがらせて連結する際にのみ使用される。壁面材連結具(II)(ホック型連結具)は、隣接する2個の金属製壁面材の横ストランド等を連結する際に使用されるほか、金属製壁面材上端部にまたがらせて連結する際にも使用できる。中でも、金属製壁面材上端部を壁面材連結具(I)(鞍型連結具)によって連結し、金属製壁面材の立面部分の高さ方向中央部分を、壁面材連結具(II)(ホック型連結具)によって連結する方法を組み合わせると、一層強固に、確実に連結することができ、壁面材の立面部分に変位が生じ難くなり、特に好ましい。 The wall surface material connector (I) (saddle-shaped connector) is used only when linking across the upper ends of two adjacent metal wall materials. Wall material connector (II) (hook type connector) is used when connecting two horizontal strands of two adjacent metal wall materials, and straddling the upper end of the metal wall material. Can also be used when In particular, the upper end of the metal wall material is connected by the wall material connector (I) (a saddle type connector), and the central portion in the height direction of the vertical portion of the metal wall material is connected to the wall material connector (II) ( Combining the methods of connecting with a hook-type connector) is particularly preferable because the connection can be made more firmly and surely, and the vertical surface portion of the wall surface material is less likely to be displaced.
以下、本発明を図面に基づいてさらに詳細に説明するが、本発明はその趣旨を超えない限り、以下の記載例に限定されるものではない。 Hereinafter, the present invention will be described in more detail with reference to the drawings. However, the present invention is not limited to the following description examples as long as the gist thereof is not exceeded.
図1は本発明方法で使用される壁面材連結具(I)(鞍型連結具)の一例の斜視図、図2は壁面材連結具(II)(ホック型連結具)の一例の斜視図、図3は菱形網目のエキスパンドメタルの一例の平面略図、図4は亀甲形網目のエキスパンドメタルの一例の平面略図、図5は格子状壁面材の一例の平面略図である。図6は壁面材連結具(I)によって2個の金属製壁面材を連結した状態を示す斜視図、図7は壁面材連結具(II)によって2個の金属製壁面材を連結した状態を示す斜視図である。 FIG. 1 is a perspective view of an example of a wall surface material connector (I) (a saddle type connector) used in the method of the present invention , and FIG. 2 is a perspective view of an example of a wall surface material connector (II) (a hook type connector). 3 is a schematic plan view of an example of an expanded metal having a rhombus mesh, FIG. 4 is a schematic plan view of an example of an expanded metal having a turtle shell shape, and FIG. 5 is a schematic plan view of an example of a lattice wall material. FIG. 6 is a perspective view showing a state in which two metal wall materials are connected by the wall material connector (I), and FIG. 7 is a state in which two metal wall materials are connected by the wall material connector (II). It is a perspective view shown.
壁面材連結具(I)は、平面形状が四角形の金属板を折り曲げ加工することによって、容易に製造することができる。平面形状が四角形の金属板の長さ方向ほぼ中央部で、側面形状がU字型を呈するように折り曲げてU字型空隙部11を設け、U字型空隙部の開口部12に沿い、対向面の中央部より開口部側の位置に、頂部が相互に対向接近して狭幅となるように「く字型」を呈するく字型折り曲げ部13を設け、開口部12間隔が他の対向面の間隔よりも大きくする。
The wall surface material connector (I) can be easily manufactured by bending a metal plate having a square planar shape. The plane shape is substantially the center in the length direction of the rectangular metal plate, and the side shape is bent so as to be U-shaped to provide a
壁面材連結具(II)は、長尺の金属棒を折り曲げ加工することによって容易に製造することができる。長尺の金属棒を長さ方向のほぼ中央部で折り曲げることによって、コ字型折り曲げ部21を設け、2本の長い平行な金属棒部分の長さ方向中央部から若干先端側に寄った部分に、側面形状がU字型を呈するU字型折り曲げ部22を設けて「かぎホック状」とし、2本の金属棒部分平行を維持したまま、U字型折り曲げ部の先端部23が若干外側に折り曲げられて拡大された開口部24とする。
The wall surface material connector (II) can be easily manufactured by bending a long metal bar. A U-shaped
図3、図4において、31、41はストランドで、32、42は空隙部、33、43は結合部であり、図3は空隙部が菱形網目を形成し、図4は空隙部が亀甲形網目を形成している。図5において、51a、51bは金属棒、52は溶接部、53は空隙部である。 3 and 4, 31 and 41 are strands, 32 and 42 are gaps, 33 and 43 are joints, FIG. 3 is a rhombus mesh, and FIG. 4 is a tortoiseshell shape. A mesh is formed. In FIG. 5, 51a and 51b are metal bars, 52 is a welding part, 53 is a space | gap part.
図6は、2個のL字型格子状壁面材60a、60bの側端部の縦丸棒61a、61bを接触させて配置し、壁面材連結具(I)(鞍型連結具)によって連結した状態を示している。図6のようにするには、まず、連結すべき一方の金属製壁面材60aの上端部61aを、壁面材連結具(I)のU字型空隙部に嵌合する。つぎに、連結すべき他方の金属製壁面材60bを、側端部61a、61b同士を接触させて配置し、壁面材連結具(I)を金属製壁面材60aの上端部61aをスライドさせ、図6に示したように隣接する2個の金属製壁面材60a、60bの上端部61a、61bにまたがらせて、壁面材連結具(I)を位置させればよい。図6では、壁面材連結具Iが、L字型格子状壁面材60a、60bの各2本の縦丸棒にまたがった幅とされている例を示した。壁面材連結具(I)は、各3本の縦丸棒にまたがる幅とすることもできる。
In FIG. 6, the vertical round bars 61a and 61b at the side ends of the two L-shaped
図7は、2個のL字型格子状壁面材60a、60bの側端部の縦丸棒61a、61bを接触させて配置し、壁面材連結具(II)(ホック型連結具)によって連結した状態を示している。図7のようにするには、まず、壁面材連結具(II)のU字型折り曲げ部の先端側の開口部を、2個の金属製壁面材60a、60bの側端部の縦丸棒61a、61bの裏側であって、横丸棒62a、62bの下側から、前面側に突出す。ついで、横丸棒62a、62bに壁面材連結具(II)の開口部24を当て、開口部24から横丸棒62a、62bをU字型折り曲げ部に嵌め込み、先端部23を横丸棒62a、62bの下裏側に位置させる。なお、63a、63bは縦丸棒である。
In FIG. 7, the vertical round bars 61a and 61b at the side ends of the two L-shaped
本発明方法によると、盛土によってできる外壁または法面などの擁壁を、特殊な構造の壁面材連結具(I)によって横方向に連結して広くでき、同時に壁面材連結具(II)によって金属製壁面材の立面部分を連結して補強できる。本発明方法によると、ボルト・ナットを使用せず、また従来法に比較して使用する部品数が少ないので、低温期や寒冷地で作業する場合や熟練な作業者がいない場合などに好適である。 According to the method of the present invention, a retaining wall such as an outer wall or a slope made by embankment can be widened by connecting it laterally by means of a specially constructed wall material connector (I), and at the same time a metal by a wall material connector (II). It can be reinforced by connecting the elevations of the wall material . According to the method of the present invention, bolts and nuts are not used, and the number of parts used is small compared to the conventional method, so it is suitable when working in a low temperature period or a cold region, or when there is no skilled worker. is there.
I:壁面材連結具(I)(鞍型連結具)
II:壁面材連結具(II)(ホック型連結具)
11:U字型空隙部
12:開口部
13:く字型折り曲げ部
21:コ字型折り曲げ部
22:U字型折り曲げ部
23:先端部
24:開口部
31、41:ストランド
32、42:空隙部
33、43:結合部
51a、51b:金属棒
52:溶接部
53:空隙部
60a、60b:金属製壁面材
61a、61b:側端部の縦丸棒
62a、62b:横丸棒
I: Wall material connector (I)
II: Wall material connector (II) (hook type connector)
11: U-shaped gap portion 12: Opening portion 13: Square-shaped bent portion 21: U-shaped bent portion 22: U-shaped bent portion 23: Tip portion 24: Opening portion 31, 41: Strand 32, 42:
60a, 60b:
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2006221788A JP3999804B2 (en) | 2006-08-16 | 2006-08-16 | Wall material connection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2006221788A JP3999804B2 (en) | 2006-08-16 | 2006-08-16 | Wall material connection method |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001176663A Division JP3907970B2 (en) | 2001-06-12 | 2001-06-12 | Wall material connector and method of connecting wall materials using the same |
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| Publication Number | Publication Date |
|---|---|
| JP2006307641A JP2006307641A (en) | 2006-11-09 |
| JP3999804B2 true JP3999804B2 (en) | 2007-10-31 |
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|---|---|---|---|
| JP2006221788A Expired - Lifetime JP3999804B2 (en) | 2006-08-16 | 2006-08-16 | Wall material connection method |
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| JP2006307641A (en) | 2006-11-09 |
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