JP5824104B2 - Lightweight embankment structure, installation method and joint cover material - Google Patents

Lightweight embankment structure, installation method and joint cover material Download PDF

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JP5824104B2
JP5824104B2 JP2014090953A JP2014090953A JP5824104B2 JP 5824104 B2 JP5824104 B2 JP 5824104B2 JP 2014090953 A JP2014090953 A JP 2014090953A JP 2014090953 A JP2014090953 A JP 2014090953A JP 5824104 B2 JP5824104 B2 JP 5824104B2
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joint
foamed resin
main body
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wall
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雅明 乕田
雅明 乕田
倉本 信二
信二 倉本
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三菱樹脂インフラテック株式会社
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本発明は、地盤上に発泡樹脂ブロックを多段に積み重ねて構築される軽量盛土構造体に関する。   The present invention relates to a lightweight embankment structure constructed by stacking foamed resin blocks in multiple stages on the ground.

従来の軽量盛土構造体として、本体ブロックの四側面のうちの一面のみに軽量モルタルからなる壁面材を一体に取り付けた発泡樹脂ブロックを用い、これを壁面材の向きを外向きに揃えて複数個を列状に設置しつつ多段に積み上げて壁面構造体を構築する構造のものが知られている。   As a conventional lightweight embankment structure, a foamed resin block with a wall material made of lightweight mortar integrally attached to only one of the four side surfaces of the main body block is used. The thing of the structure which piles up in multiple steps and constructs a wall surface structure is known while installing in line.

かかる軽量盛土構造体の施工は、地盤への発泡樹脂ブロックの敷設工事が完了した後、発泡樹脂製の本体ブロックの表面が露出していることによるブロックの変質を防ぐため、図8に示されるように、発泡樹脂ブロック100の本体ブロック101に取り付けられた壁面材102と、上下左右に隣接した発泡樹脂ブロック100の壁面材102の間の目地処理として、壁面材102,102の端部間の目地103にバックアップ材と称する棒状の発泡材104を押し込んだうえで、発泡材104の表面側に液体シーリング材105を充填して、目地103に発泡材105を定着させるようにしていた(例えば特許文献1,2参照)。   The construction of such a lightweight embankment structure is shown in FIG. 8 in order to prevent deterioration of the block due to the exposed surface of the foam resin main body block after the construction of the foam resin block on the ground is completed. As described above, as a joint treatment between the wall surface material 102 attached to the main body block 101 of the foamed resin block 100 and the wall surface material 102 of the foamed resin block 100 adjacent to the top, bottom, left, and right, between the end portions of the wall surface materials 102 and 102. After a rod-shaped foam material 104 called a backup material is pushed into the joint 103, the surface of the foam material 104 is filled with a liquid sealing material 105 to fix the foam material 105 to the joint 103 (for example, patents). References 1 and 2).

実開平5−57007号公報Japanese Utility Model Publication No. 5-57007 特開2007−2504号公報JP 2007-2504 A

前記従来の施工方法においては、目地処理を行なうため、発泡樹脂ブロックの敷設工事が完了した後に、多段に積み上げた発泡樹脂ブロックに沿って作業用の足場を新たに設置しなければならず、施工に手間と時間を要するものであった。
また、発泡樹脂ブロックの敷設工事完了後、作業用の足場を設置して目地処理を開始するまでに時間がかかった場合、露出したままの目地部分が汚れて或いは日光の直射によって表面が劣化することが懸念され、降雨や朝露などによる水滴が目地部分に含浸して接着不良を引き起こすなど、施工品質のバラツキを生じさせる可能性があった。
さらに、壁面構造体は発泡樹脂ブロックを略垂直に複数段積み上げた構造のものであり、また、前記目地処理は壁面材の周りの目地に発泡材を定着させただけのものに過ぎず、壁面材を固定する機能は有していないため、何らかの原因で壁面材を剥がす方向の力が作用した場合に、壁面材の落下を抑制することができないという問題があった。
In the conventional construction method, since the joint treatment is performed, after the construction work of the foamed resin block is completed, a working scaffold must be newly installed along the foamed resin blocks stacked in multiple stages. It took time and effort.
Also, if it takes time to install the work scaffolding and start the joint treatment after the completion of the foam resin block laying work, the exposed joints will become dirty or the surface will deteriorate due to direct sunlight. There was a possibility that water drops due to rain, morning dew, etc. impregnate the joints and cause poor adhesion, resulting in variations in construction quality.
Furthermore, the wall structure has a structure in which a plurality of foam resin blocks are stacked substantially vertically, and the joint treatment is only a foam material fixed on the joint around the wall material. Since the material does not have a function of fixing the material, there is a problem that the fall of the wall material cannot be suppressed when a force in the direction of peeling the wall material is applied for some reason.

本発明は従来の技術の有するこのような問題点に鑑み、壁面材が一体に取り付けられた発泡樹脂ブロックを用いて壁面構造体を形成するにあたり、発泡樹脂ブロックの敷設作業と並行して目地処理が行えるようにすること、目地処理により目地部分を確実に塞いで発泡樹脂ブロックが変質を来たさないようにすること、及び壁面材の剥がれを抑制する機能を装備して壁面構造体を堅牢な構成とすることを課題とする。   In view of such problems of the prior art, the present invention forms joints in parallel with the laying operation of the foamed resin block in forming the wall structure using the foamed resin block to which the wall material is integrally attached. The wall structure is robust with the ability to prevent the foamed resin block from deteriorating by reliably closing the joint by joint treatment, and to prevent the wall material from peeling off. It is an object to have a simple configuration.

前記課題を解決するため本発明は、本体ブロックの一側の側面に壁面材を一体化させてなる発泡樹脂ブロックを、前記壁面材が取り付けられた側の面の向きを同方向に揃えて列設し、且つその上に複数段に積み重ねて構成される軽量盛土構造体において、
上下に重ねて又は/及び左右横に並べて接合した発泡樹脂ブロック同士の壁面材の継ぎ目部に、継ぎ目部の両側の壁面材に架け渡して両壁面材の縁部に重なる幅を有する帯状のカバー面部と、継ぎ目部の両側の発泡樹脂ブロックの本体ブロックの重なり部に挿入されて本体ブロックの表面に定着される差込面部を有し、カバー面部の裏面に差込面部を一体に設けて構成された目地カバー材が装着され、
この目地カバー材が、前記継ぎ目部の両側の本体ブロックの重なり部に挿入された差込面部が当該差込面部に設けた定着手段により前記本体ブロック表面に定着されて継ぎ目部に固定されることにより、継ぎ目部両側の壁面材に跨って両壁面材の縁部の外面に重なるカバー面部で継ぎ目部が塞がれるように設けられた構成を有することを特徴とする。
In order to solve the above problems, the present invention provides a foamed resin block in which a wall surface material is integrated with a side surface on one side of a main body block, and the direction of the surface on which the wall surface material is attached is aligned in the same direction. In a lightweight embankment structure constructed and stacked in multiple stages on it,
A belt-like cover having a width that overlaps the wall surface material on both sides of the seam portion and overlaps the edge portions of both wall surface materials at the seam portion of the wall surfaces of the foamed resin blocks that are joined vertically and / or horizontally and horizontally. It has an insertion surface part that is inserted into the overlap part of the main body block of the foam resin block on both sides of the surface part and the joint part and fixed to the surface of the main body block, and the insertion surface part is integrally provided on the back surface of the cover surface part Attached joint cover material,
In this joint cover material, the insertion surface portion inserted in the overlapping portion of the main body blocks on both sides of the joint portion is fixed to the surface of the main body block by the fixing means provided on the insertion surface portion and fixed to the joint portion. Thus, the seam portion is covered with the cover surface portion that overlaps the outer surface of the edge portion of both wall surface materials across the wall surface material on both sides of the seam portion .

前記構成の軽量盛土構造体は、本体ブロックの一側の側面に壁面材を一体化させてなる複数の発泡樹脂ブロックと、前記発泡樹脂ブロックを列設したときに発泡樹脂ブロック同士の継ぎ目部の両側の壁面材に架け渡して両壁面材の縁部に重なる幅を有する帯状のカバー面部と、継ぎ目部の両側の発泡樹脂ブロックの本体ブロックの重なり部に挿入されて本体ブロックの表面に定着される差込面部を有し、カバー面部の裏面に差込面部を一体に設けて構成された目地カバー材を用い、
基礎工がなされた地盤上に複数の発泡樹脂ブロックを列設するとともに、隣接する発泡樹脂ブロック同士の壁面材の継ぎ目部に沿って前記目地カバー材を装着し、継ぎ目部の両側の本体ブロックの重なり部に挿入された差込面部を当該差込面部に設けた定着手段により前記本体ブロック表面に固定し、継ぎ目部両側の壁面材に跨って両壁面材の縁部の外面に重なるカバー面部で継ぎ目部を塞ぐ工程と、
前記地盤上に列設された発泡樹脂ブロックの上面に複数の発泡樹脂ブロックを列設するとともに、上下に重なる発泡樹脂ブロック同士の壁面材の継ぎ目部に沿って前記目地カバー材を前記と同様に装着固定して継ぎ目部を塞ぐ工程と、
を含む作業工程により設置することができる。
すなわち、軽量盛土構造体の施工は、例えば基礎工がなされた地盤に発泡樹脂ブロックを設置し、これに他の発泡樹脂ブロックを壁面材の向きを揃えてブロックの側面同士が接合するようにして隣接設置する。この際、側面同士を接合することによる両発泡樹脂ブロックの壁面材の縁部間に跨るようにして目地カバー材を装着固定して、壁面材間の継ぎ目部を目地カバー材で塞ぐ。
次いで、前記他の発泡樹脂ブロックの他側の側面に、さらに他の発泡樹脂ブロックを隣接設置し、前記と同様に、両発泡樹脂ブロックの壁面材間の継ぎ目部に沿って目地カバー材を装着固定して継ぎ目部を塞ぎ、以降、発泡樹脂ブロックの隣接設置しつつブロック同士の継ぎ目部に目地カバー材を取り付けて発泡樹脂ブロックを列設する。
そして、前記地盤上に設置された発泡樹脂ブロック列の上部に、二段目となる発泡樹脂ブロックを積み重ねるが、この際、前記と同様にして、二段目の発泡樹脂ブロックを一段目の発泡樹脂ブロックの上面に壁面材の向きを揃えて列設しつつ、ブロック同士の継ぎ目部に目地カバー材を取り付けて壁面材間の縦方向の継ぎ目部を目地カバー材で塞ぐとともに、一段目と二段目の発泡樹脂ブロック同士の横方向の継ぎ目部にも、両発泡樹脂ブロックの壁面材の縁部間に跨るようにして目地カバー材を装着固定して、目地カバー材で継ぎ目部を塞ぐ。
以降、同様にして、発泡樹脂ブロックを隣接して設置する操作及び積み重ねて設置する操作と、隣接設置された発泡樹脂ブロック間の縦方向の継ぎ目部と上段に積み重ねた発泡樹脂ブロックとの横方向の継ぎ目部に沿って目地カバー材を逐次装着固定する操作を繰り返して発泡樹脂ブロックを敷設することで、発泡樹脂ブロックを複数段積み上げた軽量盛土構造体の施工が完了する。
The lightweight embankment structure having the above-described structure includes a plurality of foamed resin blocks obtained by integrating wall materials on one side surface of the main body block, and a joint portion between the foamed resin blocks when the foamed resin blocks are arranged in a row . It is inserted into the overlapping part of the main body block of the foamed resin block on both sides of the band-shaped cover surface part that spans the wall material on both sides and overlaps the edge part of both wall material and the seam part, and is fixed to the surface of the main body block Using a joint cover material that is configured by integrally providing an insertion surface portion on the back surface of the cover surface portion,
A plurality of foamed resin blocks are arranged on the ground where the foundation work has been performed, and the joint cover material is mounted along the seam portion of the wall surface material between the adjacent foam resin blocks , and the main body blocks on both sides of the seam portion are installed . A cover surface portion that is fixed to the surface of the main body block by the fixing means provided on the insertion surface portion, and that overlaps the outer surfaces of the edge portions of both wall surface materials across the wall surface materials on both sides of the joint portion. A step of closing the joint ,
A plurality of foamed resin blocks are arranged on the upper surface of the foamed resin blocks arranged on the ground, and the joint cover material is arranged in the same manner as described above along the joint portion of the wall surface material between the foamed resin blocks that overlap each other. A process of mounting and fixing and closing the joint,
It can be installed by a work process including
That is, the construction of the lightweight embankment structure is performed by, for example, installing a foamed resin block on the ground on which the foundation work has been made, and aligning the other foamed resin block with the direction of the wall surface material and joining the side surfaces of the blocks to each other. Install adjacent. At this time, the joint cover material is mounted and fixed so as to straddle between the edges of the wall surface materials of both foamed resin blocks by joining the side surfaces, and the joint portion between the wall surface materials is closed with the joint cover material.
Next, another foam resin block is installed adjacent to the other side surface of the other foam resin block, and the joint cover material is mounted along the joint between the wall materials of the both foam resin blocks in the same manner as described above. After fixing, the joint portion is closed, and thereafter the joint cover material is attached to the joint portion between the blocks while the foam resin blocks are installed adjacent to each other, and the foam resin blocks are arranged in a row.
Then, the second stage foamed resin block is stacked on top of the foamed resin block row installed on the ground, and in this case, the second stage foamed resin block is foamed to the first stage. While aligning the direction of the wall material on the upper surface of the resin block, attach the joint cover material to the joint part between the blocks to block the vertical joint part between the wall materials with the joint cover material, and A joint cover material is also attached and fixed to the lateral joint portion between the foam resin blocks of the step so as to straddle between the edges of the wall surface material of both foam resin blocks, and the joint portion is closed with the joint cover material.
Thereafter, in the same manner, the operation of installing the foamed resin blocks adjacent to each other and the operation of installing the foamed resin blocks in a stacked manner, and the horizontal direction between the vertical seam between the foamed resin blocks installed adjacent to each other and the foamed resin blocks stacked in the upper stage. The construction of the lightweight embankment structure in which the foamed resin blocks are stacked in a plurality of stages is completed by repeating the operation of sequentially mounting and fixing the joint cover materials along the joints of the foamed resin blocks.

これによれば、発泡樹脂ブロックの継ぎ目部に装着される目地カバー材を形成しておき、これを、発泡樹脂ブロックを設置して積み上げる際に、壁面材が取り付けられた側に表出した発泡樹脂ブロックの継ぎ目部に装着固定することで目地処理が完了するので、従来の如く発泡樹脂ブロックの敷設工事の後で目地処理を行なうための足場の設置は不要であり、また、設置した発泡樹脂ブロックの背面側(壁面材が取り付けられた側とは反対側)から目地カバー材を取り付けることができるので、作業の安全性と施工性の向上が図られ、施工コストも低廉に抑えることができる。
また、継ぎ目部に装着固定された目地カバー材で継ぎ目部が塞がれて、継ぎ目部に沿って露出していた発泡樹脂ブロックの表面が目地カバー材で覆われるので、露出によって発泡樹脂ブロックが変質する事態を確実に防ぐことができる。さらに、目地カバー材は、継ぎ目部を挟んで配置された両壁面材の縁部に重ねて装着固定されるので、壁面材はその縁部が目地カバー材により支持されて、発泡樹脂ブロックの取り付け位置に固定され、構造体の設置後に剥がれ落ちるようなことはない。
According to this, the joint cover material to be attached to the joint portion of the foamed resin block is formed, and when the foamed resin block is installed and stacked, the foam exposed to the side on which the wall surface material is attached Since the joint treatment is completed by mounting and fixing to the joint portion of the resin block, there is no need to install a scaffold for performing joint treatment after the foam resin block laying work as in the past, and the installed foam resin Since the joint cover material can be attached from the back side of the block (the side opposite to the side where the wall material is attached), work safety and workability can be improved, and construction costs can be kept low. .
Also, the joint portion is closed by the joint cover material attached and fixed to the joint portion, and the surface of the foam resin block exposed along the joint portion is covered with the joint cover material. It is possible to reliably prevent the situation of alteration. Furthermore, since the joint cover material is mounted and fixed on the edges of both wall surfaces arranged across the joint, the wall material is supported by the joint cover material and the foam resin block is attached. It is fixed in position and will not fall off after the structure is installed.

前記構成の軽量盛土構造体に使用される目地カバー材は、継ぎ目部の両側の壁面材に架け渡して両壁面材の縁部に重なる幅を有する帯状のカバー面部と、前記継ぎ目部の両側の発泡樹脂ブロックの本体ブロックの重なり部に挿入されて本体ブロックの表面に定着される差込面部を有し、カバー面部の裏面に差込面部を一体に設けて構成することができる。
また、目地カバー材は、壁面材の縦方向の継ぎ目部を塞ぐ縦目地カバー材と、横方向の継ぎ目部を塞ぐ横目地カバー材により構成することができる。
The joint cover material used for the lightweight embankment structure having the above-described structure includes a belt-like cover surface portion having a width that spans the wall surface materials on both sides of the joint portion and overlaps the edges of the both wall surface portions, and both sides of the joint portion. It can be configured by having an insertion surface portion that is inserted into the overlapping portion of the main body block of the foamed resin block and fixed on the surface of the main body block, and the insertion surface portion is integrally provided on the back surface of the cover surface portion.
Further, the joint cover material can be constituted by a vertical joint cover material that closes the vertical seam portion of the wall surface material and a horizontal joint cover material that closes the horizontal seam portion.

前記構成の目地カバー材において、継ぎ目部に沿って装着した目地カバー材を装着位置に固定するため、差込面部に発泡樹脂ブロック表面への定着手段が設けてあることが好ましい。
差込面部に設ける定着手段としては、発泡樹脂ブロックに突き刺される爪片を打抜きによって差込面部の片面又は両面に設けたり、差込面部の片側からこれと重なる重合発泡樹脂ブロックに釘やビス、棒体などを通したり、差込面部の端部に本体ブロックや発泡樹脂ブロック後方に設置される構造体に係合したり接続したりする部位を設けたりするなど、差込面部をブロック表面に固定するための適宜な手段を用いることができる。継ぎ目部に装着されて壁面材の縁部に接合するカバー面部の裏面側に適宜な定着手段を設けてもよい。
In the joint cover material having the above-described structure, it is preferable that fixing means for the foamed resin block surface is provided on the insertion surface portion in order to fix the joint cover material attached along the joint portion at the attachment position.
As a fixing means provided on the insertion surface portion, a nail piece pierced into the foam resin block is provided on one or both sides of the insertion surface portion by punching, or a nail or screw is attached to the polymerization foam resin block overlapping with this from one side of the insertion surface portion, Insert the insertion surface on the surface of the block, such as passing a rod or providing a part at the end of the insertion surface that engages or connects to the structure installed behind the main body block or foamed resin block. Any appropriate means for fixing can be used. An appropriate fixing means may be provided on the back surface side of the cover surface portion that is attached to the joint portion and joined to the edge portion of the wall surface material.

発泡樹脂ブロックは、その本体ブロックの一側の側面に壁面材を一体に取り付けて構成されるが、発泡樹脂ブロックを積み重ねることにより上段の発泡樹脂ブロックの荷重を受けて下段の発泡樹脂ブロックが鉛直方向に沿って圧縮したときに、上段の壁面材が下段の壁面材に衝突しないようにするため、壁面材はその上下端部に本体ブロックの上下端部との間にそれぞれ10mm程度の圧縮代を設けて取り付けられる。よって、発泡樹脂ブロック積み上げたときにできる上下の壁面材間の目地は20mm程度となることから、目地カバー材のカバー面部は、前記寸法の目地を覆って上下の壁面材の縁部に重なるように、25mm〜30mm程度の幅に設けてあることが好ましい。
また、カバー面部の長さは、縦目地カバー材は発泡樹脂ブロックの高さ寸法或いは高さ寸法よも若干小さく500mm〜400mm程度、横目地カバー材は発泡樹脂ブロックの壁面材が取り付けられる側の面の幅寸法と略同じ1000mm程度に設けることができる。また、目地カバー材の差込面部は500mm程度に設けることができる。カバー面部と差込面部の厚みは2mm程度に設けることができる。
目地カバー材の材質は金属或いはプラスチックを用いることができる。
金属製の目地カバー材としては、耐蝕性に優れたアルミニウムを用いるのが好適であり、押出成形によりカバー面部と差込面部を一体に形成する他、アルミT型アングル材に適宜な幅及び長さの拡長板を一体に連結して形成することができる。
プラスチック製の目地カバー材としては、難燃性及び自己消化性に優れたシリコーン樹脂、或いは難燃剤を添加した、ポリエチレン樹脂、ポリプリプロピレン樹脂、エチレン・プロピレン樹脂(EPR)、エチレン・プロピレン架橋用ジエンモノマー樹脂(EPDM)、エチレン・酢酸ビニル樹脂(EVA)、アクリロニトリル・スチレン・アクリレート樹脂(ASA)、アクリロニトリル・スチレン樹脂(AS)或いは塩化ビニル樹脂(PVC)を用いて成形することができる。
The foamed resin block is configured by integrally attaching a wall material to one side surface of the main body block. By stacking the foamed resin blocks, the lower foamed resin block vertically receives the load of the upper foamed resin block. In order to prevent the upper wall material from colliding with the lower wall material when compressed along the direction, the wall material has a compression margin of about 10 mm between the upper and lower ends of the wall and the upper and lower ends of the main body block. Can be installed. Therefore, since the joint between the upper and lower wall surface materials formed when the foamed resin blocks are stacked is about 20 mm, the cover surface portion of the joint cover material covers the joint of the above dimensions and overlaps the edges of the upper and lower wall surface materials. In addition, it is preferably provided in a width of about 25 mm to 30 mm.
In addition, the length of the cover surface portion is such that the vertical joint cover material is slightly smaller than the height dimension or height dimension of the foamed resin block, about 500 mm to 400 mm, and the horizontal joint cover material is on the side where the wall surface material of the foam resin block is attached. It can be provided at about 1000 mm which is substantially the same as the width dimension of the surface. Moreover, the insertion surface part of a joint cover material can be provided in about 500 mm. The cover surface portion and the insertion surface portion can have a thickness of about 2 mm.
The material of the joint cover material can be metal or plastic.
As the metal joint cover material, it is preferable to use aluminum having excellent corrosion resistance. In addition to integrally forming the cover surface portion and the insertion surface portion by extrusion, an appropriate width and length for the aluminum T-shaped angle material. It can be formed by connecting the expansion plates together.
For plastic joint cover materials, polyethylene resin, polypropylene resin, ethylene / propylene resin (EPR), and ethylene / propylene cross-linking with silicone resin or flame retardant added with excellent flame retardancy and self-extinguishing properties It can be molded using a diene monomer resin (EPDM), an ethylene / vinyl acetate resin (EVA), an acrylonitrile / styrene / acrylate resin (ASA), an acrylonitrile / styrene resin (AS) or a vinyl chloride resin (PVC).

本発明の一実施形態の軽量盛土構造体の外観図である。It is an external view of the lightweight banking structure of one Embodiment of this invention. 構造体を構成する発泡樹脂ブロックの外観図である。It is an external view of the foamed resin block which comprises a structure. 本発明の一実施形態の縦目地カバー材の外観図である。It is an external view of the vertical joint cover material of one Embodiment of this invention. 本発明の一実施形態の横目地カバー材の外観図である。It is an external view of the horizontal joint cover material of one Embodiment of this invention. 図1の構造体における縦横の継ぎ目部の交差部分の要部破断拡大図である。It is a principal part fracture | rupture enlarged view of the cross | intersection part of the vertical and horizontal seam part in the structure of FIG. 図1の構造体における横目地カバー材を装着した部分の拡大縦断面図である。FIG. 2 is an enlarged longitudinal sectional view of a portion where a horizontal joint cover material is mounted in the structure of FIG. 本発明の他の実施形態の縦目地カバー材と横目地カバー材の外観図である。It is an external view of the vertical joint cover material and horizontal joint cover material of other embodiment of this invention. 従来の軽量盛土構造体の目地処理を説明するための図である。It is a figure for demonstrating the joint processing of the conventional lightweight banking structure.

本発明の好適な実施形態を、図面を参照して説明する。
図1は本発明の軽量盛土構造体の外観を示しており、図中、符番1は軽量盛土構造体、2は地盤、3は発泡樹脂ブロック、4は目地カバー材である。本発明の軽量盛土構造体1は、地盤2上に縦横複数列に且つ複数段に発泡樹脂ブロックを積み上げて構成される盛土構造体のうち、その外側の面を形成する列に積み上げる発泡樹脂ブロックとして一側の面に壁面材32が取り付けられた発泡樹脂ブロック3を用いるとともに、発泡樹脂ブロック3の壁面材32と上下左右に隣接する他の発泡樹脂ブロック3の壁面材32との継ぎ目部に沿って目地カバー材4を装着固定して、継ぎ目部を目地カバー材4で塞いだ構造のものである。
Preferred embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows the appearance of the lightweight embankment structure of the present invention. In the figure, reference numeral 1 is a lightweight embankment structure, 2 is the ground, 3 is a foamed resin block, and 4 is a joint cover material. The lightweight embankment structure 1 of the present invention is a foamed resin block that is piled up in a row that forms the outer surface of the embankment structure that is formed by stacking foam resin blocks in a plurality of rows and columns on the ground 2. as with use of the foamed resin block 3 wall member 32 is attached to the surface of one side, the joint portion between the wall member 32 of the other of the foamed resin block 3 vertically adjacent left and right wall surfaces material 32 of foamed resin block 3 The joint cover material 4 is attached and fixed along the joint, and the joint portion is closed with the joint cover material 4.

発泡樹脂ブロック3は、図2に示されるように、ブロック状に形成された発泡スチロール製の本体ブロック31の一側の側面に軽量モルタルからなる壁面材32を一体化させて、幅(D)1000mm、高さ(H)500mm、奥行き(L)750mm〜2000mm程度の大きさに形成してある。壁面材32は、その上下端部に本体ブロック31の上下端部との間にそれぞれ10mm程度の圧縮代(W)を設けて取り付けてある。   As shown in FIG. 2, the foamed resin block 3 has a width (D) of 1000 mm by integrating a wall material 32 made of lightweight mortar on one side surface of a polystyrene foam main body block 31 formed in a block shape. The height (H) is 500 mm and the depth (L) is about 750 mm to 2000 mm. The wall surface material 32 is provided with compression margins (W) of about 10 mm between the upper and lower ends of the main body block 31 at the upper and lower ends thereof.

目地カバー材4は、壁面材32の縦方向の継ぎ目部を塞ぐ縦目地カバー材4Aと、横方向の継ぎ目部を塞ぐ横目地カバー材4Bからなり、ともに耐蝕性が良好なアルミニウム鋼板を断面T字形に加工して、縦横の継ぎ目部に沿って装着して継ぎ目部を塞ぐことのできる大きさに形成してある。   The joint cover material 4 is composed of a vertical joint cover material 4A for closing the vertical seam portion of the wall surface material 32 and a horizontal joint cover material 4B for closing the horizontal seam portion. It is formed into a size that can be processed into a letter shape and mounted along the vertical and horizontal seam portions to close the seam portions.

詳しくは、縦目地カバー材4Aは、図3に示されるように、左右に隣接して接合される発泡樹脂ブロック3,3の縦方向の継ぎ目部を挟んで左右両側の壁面材32,32の縁部に重なる幅を有する帯状のカバー面部41と、左右の発泡樹脂ブロック3,3の本体ブロック31,31の重なり部に挿入される差込面部42を有し、カバー面部41の裏面中央から差込面部42を後方へ一体に突設させた形状に設けてある。
横目地カバー材4Bも縦目地カバー材4Aと同様に、図4に示されるように、上下に重ねて接合される発泡樹脂ブロック3,3の横方向の継ぎ目部を挟んで上下に配置される壁面材32,32の縁部に重なる幅を有する帯状のカバー面部41と、上下の発泡樹脂ブロック3,3の本体ブロック31,31の重なり部に挿入される差込面部42を有し、カバー面部41の裏面中央から差込面部42を後方へ一体に突設させた形状に設けてある。
また、縦目地カバー材4Aと横目地カバー材4Bの差込面部42には、差込面部42を本体ブロック31,31間の挿入位置に固定するための定着手段43として、差込面部42の両面に直角に折れて突出した複数の爪片を設けてある。
Specifically, as shown in FIG. 3, the vertical joint cover material 4 </ b> A includes the wall materials 32, 32 on both the left and right sides of the vertical joints of the foamed resin blocks 3, 3 joined adjacent to the left and right. It has a band-like cover surface portion 41 having a width overlapping with the edge portion, and an insertion surface portion 42 inserted into the overlapping portion of the main body blocks 31 and 31 of the left and right foamed resin blocks 3 and 3, and from the back surface center of the cover surface portion 41 The insertion surface portion 42 is provided in a shape that protrudes backward integrally.
Similarly to the vertical joint cover material 4A, the horizontal joint cover material 4B is arranged vertically with the joint portion in the horizontal direction of the foamed resin blocks 3 and 3 joined in the vertical direction as shown in FIG. A cover-like cover surface portion 41 having a width overlapping with the edge portions of the wall surface materials 32, 32, and an insertion surface portion 42 inserted into the overlapping portion of the main body blocks 31, 31 of the upper and lower foamed resin blocks 3, 3, The insertion surface portion 42 is provided so as to protrude integrally from the center of the back surface of the surface portion 41 to the rear.
Further, the insertion surface portion 42 of the vertical joint cover material 4A and the horizontal joint cover material 4B has a fixing means 43 for fixing the insertion surface portion 42 at the insertion position between the main body blocks 31, 31. A plurality of claw pieces protruding at right angles on both sides are provided.

縦目地カバー材4Aと横目地カバー材4Bは、前記寸法の発泡樹脂ブロック3を用いた構造体の目地の被覆に用いる場合、ともにカバー面部41を25mm〜30mm程度の幅に設けることができる。また、カバー面部41の長さは、縦目地カバー材4Aは発泡樹脂ブロック3の高さ(H)寸法と略同じか若干小さい500mm〜450mm程度、横目地カバー材4Bは発泡樹脂ブロック3の幅(D)寸法と略同じ1000mm程度に設けることができる。また、ともに差込面部42は500mm程度の突出長さに設けることができる。   When the vertical joint cover material 4A and the horizontal joint cover material 4B are used for covering joints of a structure using the foamed resin block 3 having the above dimensions, the cover surface portion 41 can be provided with a width of about 25 mm to 30 mm. In addition, the length of the cover surface portion 41 is about 500 mm to 450 mm for the vertical joint cover material 4 </ b> A that is substantially the same as or slightly smaller than the height (H) dimension of the foam resin block 3, and the horizontal joint cover material 4 </ b> B is the width of the foam resin block 3. (D) It can be provided at approximately the same 1000 mm as the dimension. Moreover, the insertion surface part 42 can be provided in the protrusion length of about 500 mm.

本形態の軽量盛土構造体1は、以下の作業工程により施工することができる。
先ず、基礎工がなされた地盤2に発泡樹脂ブロック3を設置し、これに他の発泡樹脂ブロック3を壁面材32の向きを揃えてブロックの側面同士が接合するようにして隣接設置する。隣接設置した発泡樹脂ブロック3,3は、接合面に締結金具を挟み入れて一体に連結される。
この際、側面同士を接合することによる両発泡樹脂ブロック3,3の壁面材32,32の縁部間に跨るようにカバー面部41を設置するとともに、継ぎ目部を挟んだ左右の発泡樹脂ブロック3,3の本体ブロック31,31の重なり部に差込面部42を挿入して縦目地カバー材4Aを装着固定し、壁面材32,32間の継ぎ目部を縦目地カバー材4Aで塞ぐ(図5参照)。縦目地カバー材4Aは、前記左右の本体ブロック31,31の重なり部に差込面部42を挿入し、その表裏両面に設けた定着手段43である爪片を本体ブロック31,31の表面に突き刺すことにより固定される。
The lightweight embankment structure 1 of this embodiment can be constructed by the following work process.
First, the foamed resin block 3 is installed on the ground 2 on which the foundation work has been made, and another foamed resin block 3 is installed adjacent to this so that the side surfaces of the blocks are joined with the direction of the wall surface material 32 aligned. Adjacently installed foamed resin blocks 3 and 3 are integrally connected with a fastening surface sandwiched between joint surfaces.
At this time, the cover surface portion 41 is installed so as to straddle between the edge portions of the wall surface materials 32, 32 of the both foamed resin blocks 3, 3 by joining the side surfaces, and the left and right foamed resin blocks 3 sandwiching the joint portion. , 3 is inserted into the overlapping portion of the main body blocks 31, 31 and the vertical joint cover member 4A is mounted and fixed, and the joint between the wall members 32, 32 is closed with the vertical joint cover member 4A (FIG. 5). reference). In the vertical joint cover material 4A, the insertion surface portion 42 is inserted into the overlapping portion of the left and right main body blocks 31, 31, and the nail pieces that are the fixing means 43 provided on both the front and back surfaces are pierced on the surfaces of the main body blocks 31, 31. It is fixed by.

次いで、前記他の発泡樹脂ブロック3の他側の側面に、さらに他の発泡樹脂ブロック3を隣接設置し、前記と同様に、両発泡樹脂ブロック3,3の壁面材32,32間の継ぎ目部に沿って縦目地カバー材4Aを装着固定して継ぎ目部を塞ぎ、以降、発泡樹脂ブロック3を隣接設置しつつブロック同士の継ぎ目部に縦目地カバー材4Aを取り付けて発泡樹脂ブロック3を列設する。   Next, another foamed resin block 3 is further adjacently installed on the other side surface of the other foamed resin block 3, and the joint between the wall surface materials 32, 32 of the both foamed resin blocks 3, 3 is the same as described above. The vertical joint cover material 4A is attached and fixed along the block to close the joint portion, and the foam resin blocks 3 are arranged in a row by attaching the vertical joint cover material 4A to the joint portion between the blocks while installing the foam resin blocks 3 adjacent to each other. To do.

そして、前記地盤2上に設置された発泡樹脂ブロック3列の上部に、二段目となる発泡樹脂ブロック3を積み重ねる。この際、二段目の発泡樹脂ブロック3を一段目の発泡樹脂ブロック3の上面に壁面材32の向きを揃えて列設しつつ、ブロック同士の継ぎ目部に横目地カバー材4Bを配置し、上下に接合する両発泡樹脂ブロック3,3の壁面材32,32の縁部間に跨るようにカバー面部41を設置するとともに、継ぎ目部を挟んだ上下の発泡樹脂ブロック3,3の本体ブロック31,31の重なり部に差込面部42を挿入して横目地カバー材4Bを装着固定し、上下の壁面材32,32間の横方向の継ぎ目部を横目地カバー材4Bで塞ぐ(図5及び図6参照)。横目地カバー材4Bは、前記上下の本体ブロック31,31の重なり部に差込面部42を挿入し、その表裏両面に設けた定着手段43である爪片を本体ブロック31,31の表面に突き刺すことにより固定される。   And the foamed resin block 3 used as the 2nd step | paragraph is piled up on the upper part of the foamed resin block 3 row | line | column installed on the said ground 2. FIG. At this time, while arranging the second-stage foamed resin block 3 on the upper surface of the first-stage foamed resin block 3 with the orientation of the wall surface material 32 aligned, the horizontal joint cover material 4B is arranged at the joint portion between the blocks, The cover surface portion 41 is installed so as to straddle between the edges of the wall surface materials 32, 32 of the both foam resin blocks 3, 3 to be joined vertically, and the main body block 31 of the upper and lower foam resin blocks 3, 3 sandwiching the joint portion. , 31 is inserted into the overlapping portion 42 and the horizontal joint cover material 4B is mounted and fixed, and the horizontal joint between the upper and lower wall surface materials 32, 32 is closed with the horizontal joint cover material 4B (see FIG. 5 and FIG. 5). (See FIG. 6). In the horizontal joint cover material 4B, the insertion surface portion 42 is inserted into the overlapping portion of the upper and lower body blocks 31, 31 and the nail pieces which are fixing means 43 provided on both the front and back surfaces are pierced on the surface of the body blocks 31, 31. It is fixed by.

以降、同様にして、発泡樹脂ブロック3を隣接して設置する操作及び積み重ねて設置する操作と、隣接設置された発泡樹脂ブロック3,3間の縦方向の継ぎ目部と上段に積み重ねた発泡樹脂ブロック3,3との横方向の継ぎ目部に沿って縦目地カバー材4Aと横目地カバー材4Bを逐次装着固定する操作を繰り返して発泡樹脂ブロック3を敷設することで、発泡樹脂ブロック3を複数段積み上げた軽量盛土構造体1の施工が完了する。なお、隣接設置した発泡樹脂ブロック3,3及び上下に重ねた発泡樹脂ブロック3,3は、各々接合面に締結金具を挟み入れて一体に連結される。   Thereafter, in the same manner, operations for installing and stacking the foamed resin blocks 3 adjacent to each other, operations for installing the foamed resin blocks 3 in a stacked manner, and the foamed resin blocks stacked in the upper stage and the vertical joint between the foamed resin blocks 3 and 3 installed adjacent to each other. By repeating the operation of sequentially mounting and fixing the vertical joint cover material 4A and the horizontal joint cover material 4B along the seam portion in the horizontal direction with 3, 3, the foamed resin block 3 is laid in a plurality of stages. Construction of the stacked lightweight embankment structure 1 is completed. In addition, the foamed resin blocks 3 and 3 installed adjacent to each other and the foamed resin blocks 3 and 3 stacked one above the other are connected integrally by sandwiching a fastening fitting between the joint surfaces.

図7は、本発明の他の実施形態の縦目地カバー材4Aと横目地カバー材4Bを示しており、これは、カバー面部41を構成するアルミT型アングル材に、差込面部42を構成する拡長板44をビス留めにより一体に連結するとともに、定着手段43として拡長板44に通孔44aを形成し、通孔44aから通した釘45を本体ブロック31に打ち込むことで、拡長板44が本体ブロック31の表面に固定されるように設けたものである。   FIG. 7 shows a vertical joint cover material 4A and a horizontal joint cover material 4B according to another embodiment of the present invention, which constitutes an insertion surface portion 42 on an aluminum T-shaped angle material constituting the cover surface portion 41. The expansion plate 44 is integrally connected by screwing, and a through hole 44a is formed in the expansion plate 44 as the fixing means 43, and a nail 45 passed through the through hole 44a is driven into the main body block 31, thereby expanding the length. The plate 44 is provided so as to be fixed to the surface of the main body block 31.

なお、図示した目地カバー材4や、目地カバー材4に設ける定着手段43の形態は、本発明の実施形態の一例を示すものであり、本発明はこれらに限定されず、他の適宜な形態で構成することが可能である。   Note that the illustrated joint cover material 4 and the form of the fixing means 43 provided on the joint cover material 4 are examples of embodiments of the present invention, and the present invention is not limited to these, and other appropriate forms. Can be configured.

1 軽量盛土構造体、2 地盤、3 発泡樹脂ブロック、31 本体ブロック、32 壁面材、4 目地カバー材、4A 縦目地カバー材、4B 横目地カバー材、41 カバー面部、42 差込面部、43 定着手段、44 拡長板、45 釘 DESCRIPTION OF SYMBOLS 1 Lightweight embankment structure, 2 Ground, 3 Foam resin block, 31 Main body block, 32 Wall material, 4 Joint cover material, 4A Vertical joint cover material, 4B Horizontal joint cover material, 41 Cover surface part, 42 Insertion surface part, 43 Fixing Means, 44 expansion plate, 45 nails

Claims (4)

本体ブロックの一側の側面に壁面材を一体化させてなる発泡樹脂ブロックを、前記壁面材が取り付けられた側の面の向きを同方向に揃えて列設し、且つその上に複数段に積み重ねて構成される軽量盛土構造体において、
上下に重ねて又は/及び左右横に並べて接合した発泡樹脂ブロック同士の壁面材の継ぎ目部に、継ぎ目部の両側の壁面材に架け渡して両壁面材の縁部に重なる幅を有する帯状のカバー面部と、継ぎ目部の両側の発泡樹脂ブロックの本体ブロックの重なり部に挿入されて本体ブロックの表面に定着される差込面部を有し、カバー面部の裏面に差込面部を一体に設けて構成された目地カバー材が装着され、
この目地カバー材が、前記継ぎ目部の両側の本体ブロックの重なり部に挿入された差込面部が当該差込面部に設けた定着手段により前記本体ブロック表面に定着されて継ぎ目部に固定されることにより、継ぎ目部両側の壁面材に跨って両壁面材の縁部の外面に重なるカバー面部で継ぎ目部が塞がれるように設けられた構成を有することを特徴とする軽量盛土構造体。
A foamed resin block made by integrating a wall surface material on one side surface of the main body block is arranged in a row with the direction of the surface on the side to which the wall surface material is attached aligned in the same direction. In the lightweight embankment structure constructed by stacking,
A belt-like cover having a width that overlaps the wall surface material on both sides of the seam portion and overlaps the edge portions of both wall surface materials at the seam portion of the wall surfaces of the foamed resin blocks that are joined vertically and / or horizontally and horizontally. It has an insertion surface part that is inserted into the overlap part of the main body block of the foam resin block on both sides of the surface part and the joint part and fixed to the surface of the main body block, and the insertion surface part is integrally provided on the back surface of the cover surface part Attached joint cover material,
In this joint cover material, the insertion surface portion inserted in the overlapping portion of the main body blocks on both sides of the joint portion is fixed to the surface of the main body block by the fixing means provided on the insertion surface portion and fixed to the joint portion. A lightweight embankment structure characterized by having a configuration in which the seam portion is covered with a cover surface portion that overlaps the outer surface of the edge portion of both wall surface materials across the wall surface material on both sides of the seam portion .
請求項1に記載の軽量盛土構造体に使用される目地カバー材において、
カバー面部の裏面中央から差込面部を後方へ一体に突設させた断面T字形に形成され、差込面部の片面又は両面に定着手段が設けられた構成を有することを特徴とする目地カバー材。
In the joint cover material used for the lightweight embankment structure according to claim 1,
A joint cover material characterized in that it is formed in a T-shaped cross section in which the insertion surface portion is integrally projected rearward from the center of the back surface of the cover surface portion, and has a configuration in which fixing means is provided on one or both sides of the insertion surface portion. .
壁面材の縦方向の継ぎ目部を塞ぐ縦目地カバー材と、横方向の継ぎ目部を塞ぐ横目地カバー材からなる請求項2に記載の目地カバー材。   The joint cover material according to claim 2, comprising a vertical joint cover material for closing a vertical seam portion of the wall surface material and a horizontal joint cover material for closing a horizontal seam portion. 本体ブロックの一側の側面に壁面材を一体化させてなる複数の発泡樹脂ブロックと、前記発泡樹脂ブロックを列設したときに発泡樹脂ブロック同士の継ぎ目部の両側の壁面材に架け渡して両壁面材の縁部に重なる幅を有する帯状のカバー面部と、継ぎ目部の両側の発泡樹脂ブロックの本体ブロックの重なり部に挿入されて本体ブロックの表面に定着される差込面部を有し、カバー面部の裏面に差込面部を一体に設けて構成された目地カバー材を用い、前記発泡樹脂ブロックをその壁面材が取り付けられた側の面の向きを同方向に揃えて列設し、且つその上に複数段に積み重ねて軽量盛土構造体を設置する方法において、
基礎工がなされた地盤上に複数の発泡樹脂ブロックを列設するとともに、隣接する発泡樹脂ブロック同士の壁面材の継ぎ目部に沿って前記目地カバー材を装着し、継ぎ目部の両側の本体ブロックの重なり部に挿入された差込面部を当該差込面部に設けた定着手段により前記本体ブロック表面に固定し、継ぎ目部両側の壁面材に跨って両壁面材の縁部の外面に重なるカバー面部で継ぎ目部を塞ぐ工程と、
前記地盤上に列設された発泡樹脂ブロックの上面に複数の発泡樹脂ブロックを列設するとともに、上下に重なる発泡樹脂ブロック同士の壁面材の継ぎ目部に沿って前記目地カバー材を前記と同様に装着固定して継ぎ目部を塞ぐ工程と、
を有することを特徴とする軽量盛土構造体の設置方法。
A plurality of foamed resin blocks in which a wall material is integrated on one side surface of the main body block, and when the foamed resin blocks are arranged in a row, they are bridged over the wall material on both sides of the joint portion between the foamed resin blocks. A cover having a band-shaped cover surface portion having a width overlapping with an edge portion of the wall surface material, and an insertion surface portion that is inserted into an overlapping portion of the main body block of the foamed resin block on both sides of the joint portion and is fixed to the surface of the main body block. The joint cover material formed by integrally providing the insertion surface portion on the back surface of the surface portion, the foamed resin blocks are arranged side by side with the direction of the surface on which the wall surface material is attached aligned in the same direction, and In the method of stacking multiple layers on top and installing a lightweight embankment structure,
A plurality of foamed resin blocks are arranged on the ground where the foundation work has been performed, and the joint cover material is mounted along the seam portion of the wall surface material between the adjacent foam resin blocks , and the main body blocks on both sides of the seam portion are installed . A cover surface portion that is fixed to the surface of the main body block by the fixing means provided on the insertion surface portion, and that overlaps the outer surfaces of the edge portions of both wall surface materials across the wall surface materials on both sides of the joint portion. A step of closing the joint ,
A plurality of foamed resin blocks are arranged on the upper surface of the foamed resin blocks arranged on the ground, and the joint cover material is arranged in the same manner as described above along the joint portion of the wall surface material between the foamed resin blocks that overlap each other. A process of mounting and fixing and closing the joint,
The installation method of the lightweight banking structure characterized by having.
JP2014090953A 2014-04-25 2014-04-25 Lightweight embankment structure, installation method and joint cover material Expired - Fee Related JP5824104B2 (en)

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