JP2005232906A - Lightweight embankment construction method - Google Patents

Lightweight embankment construction method Download PDF

Info

Publication number
JP2005232906A
JP2005232906A JP2004046277A JP2004046277A JP2005232906A JP 2005232906 A JP2005232906 A JP 2005232906A JP 2004046277 A JP2004046277 A JP 2004046277A JP 2004046277 A JP2004046277 A JP 2004046277A JP 2005232906 A JP2005232906 A JP 2005232906A
Authority
JP
Japan
Prior art keywords
foamed resin
resin molded
connector
molded body
molded bodies
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
JP2004046277A
Other languages
Japanese (ja)
Inventor
Taiichi Otani
泰一 大谷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Kagaku Sanshi Corp
Original Assignee
Mitsubishi Kagaku Sanshi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Kagaku Sanshi Corp filed Critical Mitsubishi Kagaku Sanshi Corp
Priority to JP2004046277A priority Critical patent/JP2005232906A/en
Publication of JP2005232906A publication Critical patent/JP2005232906A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

【課題】 EPS工法による盛土の施工方法であって、より安全に施工することが出来、かつ、一層施工性に優れた軽量盛土の施工方法を提供する。
【解決手段】 軽量盛土の施工方法は、盛土材料として積み重ねた発泡樹脂成形体(4)の上から覆土することにより盛土を構築する施工方法であり、発泡樹脂成形体(4)を積み重ねるにあたり、特定形状の第1の連結具(1)と第2の連結具(2)とを使い分けて発泡樹脂成形体(4)同士を連結する。水平方向に配列した発泡樹脂成形体(4a)の境界部分にこれら発泡樹脂成形体に跨がる様に第1の連結具(1)を突き刺すことにより、隣接する発泡樹脂成形体(4a)同士を連結し、既に敷設した発泡樹脂成形体(4a)の上面に第2の連結具(2)を突き刺し、当該第2の連結具の上に上段側の発泡樹脂成形体(4b)を配置することにより、上下の発泡樹脂成形体(4a),(4b)同士を連結する。
【選択図】 図1
PROBLEM TO BE SOLVED: To provide a construction method for embankment using an EPS method, which can be constructed more safely and is more excellent in construction.
SOLUTION The construction method for lightweight embankment is a construction method for constructing embankment by covering the foamed resin molded body (4) stacked as the embankment material, and in stacking the foamed resin molded body (4), The foamed resin molded bodies (4) are connected to each other using the first connector (1) and the second connector (2) having a specific shape. Adjacent foamed resin molded bodies (4a) are formed by piercing the first connector (1) so as to straddle the foamed resin molded bodies at the boundary portions of the foamed resin molded bodies (4a) arranged in the horizontal direction. Are connected, and the second connector (2) is pierced into the upper surface of the foamed resin molded body (4a) that has already been laid, and the upper foamed resin molded body (4b) is disposed on the second connector. Thus, the upper and lower foamed resin molded bodies (4a) and (4b) are connected to each other.
[Selection] Figure 1

Description

本発明は、軽量盛土の施工方法に関するものであり、詳しくは、発泡樹脂成形体を盛土材料として使用するEPS工法による軽量盛土の施工方法に関するものである。   The present invention relates to a method for constructing a lightweight embankment, and in particular, to a method for constructing a lightweight embankment by an EPS method using a foamed resin molded body as a material for embankment.

EPS工法(Expanded Polystyrene Construction Method)は、軟弱地盤の盛土、道路盛土、地滑り地の盛土、拡幅の盛土、急傾斜地盛土、あるいは、各種の構造物の裏込め等の土木工事において、軽量な発泡樹脂成形体(発泡スチロールブロック)を盛土材料や裏込め材料として積み上げる土木工法である。EPS工法による軽量盛土は、盛土荷重を大幅に低減でき、沈下や地滑りを防止できる。更に、一軸方向の圧縮力が大きく、明確な剪断領域が発生しないため、優れた耐荷重性を発揮でき、しかも、自立性に優れ且つ上載荷重が作用しても側方への変形が極めて小さいため、背面土圧を大幅に低減できる。また、人力で積み重ねることが出来るため、大型機械の使用が困難な場所でも容易に且つ迅速に施工できる。   EPS (Expanded Polystyrene Construction Method) is a lightweight foam resin for civil engineering work such as embankment of soft ground, road embankment, landslide embankment, wide embankment, steep incline embankment or various structures. This is a civil engineering method in which compacts (styrofoam blocks) are stacked as embankment materials and backfill materials. Lightweight embankment using the EPS method can greatly reduce the embankment load and prevent settlement and landslides. Furthermore, since the compressive force in the uniaxial direction is large and a clear shear region does not occur, it is possible to demonstrate excellent load resistance, and it is excellent in self-supporting property, and the lateral deformation is extremely small even when an overload is applied. Therefore, the back earth pressure can be greatly reduced. In addition, since it can be stacked manually, it can be easily and quickly constructed even in places where it is difficult to use large machines.

軽量盛土の施工においては、外形が例えば直方体に形成された多数の発泡樹脂成形体を積み重ねるにあたり、発泡樹脂成形体のずれを防止し、かつ、施工性を高めるため、隣接する発泡樹脂成形体同士および上下に積み重なる発泡樹脂成形体同士を特定の連結具によって連結している。   In the construction of lightweight embankment, when stacking a large number of foamed resin molded products whose outer shape is formed in a rectangular parallelepiped, for example, in order to prevent displacement of the foamed resin molded products and improve workability, adjacent foamed resin molded products And the foaming resin moldings piled up and down are connected with a specific connector.

上記の連結具としては、例えば、板状体の周縁部を切り欠いて折曲することにより、複数の歯を上下に突き出して成る連結具が提案されており、当該連結具を使用した盛土の施工においては、隣接配置した発泡樹脂成形体の境界部分にこれら発泡樹脂成形体に跨がる様に前記の連結具を突き刺すことにより、隣接する発泡樹脂成形体同士を連結し、かつ、連結具の上に上段の発泡樹脂成形体を積み重ねることにより、上下の発泡樹脂成形体同士を連結する。
特公平3−4693号公報
As the above-mentioned connecting tool, for example, a connecting tool that protrudes a plurality of teeth vertically by cutting out and bending the peripheral edge of a plate-like body has been proposed. In construction, adjacent foamed resin molded bodies are connected to each other by piercing the connecting tool so as to straddle the foamed resin molded body at the boundary portion between the foamed resin molded bodies arranged adjacent to each other. The upper and lower foamed resin molded bodies are connected to each other by stacking the upper foamed resin molded bodies on top of each other.
Japanese Patent Publication No. 3-4693

また、他の連結具としては、下端を尖らせた棒状の本体(軸部)と、当該本体の上端に設けられ且つ平面形状が棒状や環状に形成された操作用の頭部とから成る連結具が提案されており、当該連結具を使用した盛土の施工においては、多数の発泡樹脂成形体を千鳥状に積み上げつつ、少なくとも上下2段の発泡樹脂成形体に対し、上方から前記の連結具を貫通させる様に突き刺すことにより、上下の発泡樹脂成形体同士を連結し、かつ、全体として左右方向の発泡樹脂成形体を連結する。
特開2000−220145号公報
In addition, as another connecting tool, a connection comprising a rod-shaped main body (shaft portion) with a sharpened lower end and an operation head provided on the upper end of the main body and having a planar shape formed in a rod shape or an annular shape. In the construction of embankment using the connector, the above-mentioned connector is mounted from above on at least upper and lower two-stage foamed resin molded products while stacking a large number of foamed resin molded products in a staggered manner. The upper and lower foamed resin molded bodies are connected to each other by piercing them so as to penetrate through, and the left and right foamed resin molded bodies are connected as a whole.
JP 2000-220145 A

ところで、複数の歯が上下に突き出された連結具を使用する盛土の施工においては、多数の発泡樹脂成形体を配列する都度、発泡樹脂成形体の上面に連結具を取り付けるが、その場合、鋭利な歯が上向きの状態となるため、上段の発泡樹脂成形体を積み重ねる作業の際、足を踏み抜いたり、転倒して身体を傷つける危険性がある。また、取り付けた連結具の上向きの歯に他の資材や工具が当たったりすると、歯の向きが変わるため、歯を修正しなければならない。更に、発泡樹脂成形体を運搬する際には、連結具の上向きの歯との接触による欠けや損傷を防止するため、発泡樹脂成形体を持ち上げて運搬せねばならず、極めて作業効率が悪い。   By the way, in the construction of the embankment using a connecting tool in which a plurality of teeth are protruded vertically, each time a large number of foamed resin molded bodies are arranged, the connecting tool is attached to the upper surface of the foamed resin molded body. Since the teeth are in an upward state, there is a risk of damaging the body by stepping over or falling over during the work of stacking the upper foamed resin moldings. In addition, when other materials or tools hit the upward teeth of the connected connector, the teeth change direction, so the teeth must be corrected. Furthermore, when the foamed resin molded body is transported, the foamed resin molded body must be lifted and transported in order to prevent chipping or damage due to contact with the upward teeth of the connector, which is extremely inefficient.

一方、棒状の連結具を上下の発泡樹脂成形体に突き刺す盛土の施工においては、千鳥状に積み上げた発泡樹脂成形体が連結具を挿し込むまでは安定せず、発泡樹脂成形体のずれや崩落を生じ易いため、作業効率が悪い。特に、横方向の発泡樹脂成形体は、上段の発泡樹脂成形体を固定するまでは連結されないため、発泡樹脂成形体上では相当に慎重な作業が要求される。   On the other hand, in the construction of embankment that sticks the rod-shaped connector into the upper and lower foamed resin moldings, the foamed resin moldings stacked in a staggered manner are not stable until the connector is inserted, and the foamed resin moldings are displaced or collapsed. Work efficiency is poor. In particular, since the foamed resin molded body in the horizontal direction is not connected until the upper foamed resin molded body is fixed, a considerably careful operation is required on the foamed resin molded body.

本発明は、上記の実情に鑑みなされたものであり、その目的は、EPS工法による盛土の施工方法であって、より安全に施工することが出来、かつ、一層施工性に優れた軽量盛土の施工方法を提供することにある。   The present invention has been made in view of the above circumstances, and the purpose thereof is an embankment construction method using the EPS method, which can be constructed more safely and is a lightweight embankment that is more excellent in workability. It is to provide a construction method.

本発明は、発泡樹脂成形体を積み重ねるにあたり、水平方向に配列する発泡樹脂成形体の連結操作、および、上下に積み上げる発泡樹脂成形体の連結操作において、特定の形状を有する2種の連結具の使い分けにより、施工の際の安全性を高め、かつ、施工性を高める様にした。   In stacking the foamed resin moldings, the present invention provides two types of couplers having specific shapes in the connecting operation of the foamed resin moldings arranged in the horizontal direction and the connecting operation of the foamed resin moldings stacked up and down. By using properly, the safety at the time of construction was improved and the workability was improved.

すなわち、本発明は2つの要旨から成り、その第1の要旨は、発泡樹脂成形体を積み重ねて盛土を構築する軽量盛土の施工方法であって、発泡樹脂成形体を積み重ねるにあたり、板状体の一面側に少なくとも2つの歯を所定距離離間した状態で突設して成る第1の連結具、ならびに、板状体の両面側にそれぞれ歯を突設して成る第2の連結具を使用すると共に、水平方向に配列した発泡樹脂成形体の境界部分にこれら発泡樹脂成形体に跨がる様に前記第1の連結具を突き刺すことにより、隣接する発泡樹脂成形体同士を連結し、かつ、既に敷設した発泡樹脂成形体の上面に前記第2の連結具を突き刺し、当該第2の連結具の上に上段側の発泡樹脂成形体を配置することにより、上下の発泡樹脂成形体同士を連結することを特徴とする軽量盛土の施工方法に存する。   That is, the present invention comprises two gist, and the first gist is a lightweight embankment construction method in which a foamed resin molded body is stacked to construct a bank-filling. A first connector formed by projecting at least two teeth on a surface side at a predetermined distance and a second connector formed by projecting teeth on both surfaces of the plate-like body are used. In addition, by connecting the first connecting tool so as to straddle these foamed resin molded bodies across the boundary portion of the foamed resin molded bodies arranged in the horizontal direction, the adjacent foamed resin molded bodies are connected to each other, and The upper and lower foamed resin moldings are connected to each other by piercing the second connector on the upper surface of the foamed resin molding that has already been laid and disposing the upper foamed resin molding on the second connector. Lightweight embankment characterized by It resides in the construction method.

また、本発明の第2の要旨は、発泡樹脂成形体を積み重ねて盛土を構築する軽量盛土の施工方法であって、発泡樹脂成形体を積み重ねるにあたり、板状体の一面側に少なくとも2つの歯を所定距離離間した状態で突設して成る第1の連結具、ならびに、棒状体の一端を先鋭に形成して成る第3の連結具を使用すると共に、水平方向に配列した発泡樹脂成形体の境界部分にこれら発泡樹脂成形体に跨がる様に前記第1の連結具を突き刺すことにより、隣接する発泡樹脂成形体同士を連結し、かつ、既に敷設した発泡樹脂成形体の上に上段側の発泡樹脂成形体を載せ、当該発泡樹脂成形体の上面から前記第3の連結具を下段側の発泡樹脂成形体まで挿通することにより、上下の発泡樹脂成形体同士を連結することを特徴とする軽量盛土の施工方法に存する。   Moreover, the second gist of the present invention is a lightweight embankment construction method in which a foamed resin molded body is stacked to construct a bank, and at the time of stacking the foamed resin molded body, at least two teeth are provided on one surface side of the plate-shaped body. Foamed resin molded body using a first connector formed by projecting in a state of being separated by a predetermined distance, and a third connector formed by sharpening one end of a rod-shaped body, and arranged horizontally By adhering the first connector so as to straddle the foamed resin molded body at the boundary portion of the foamed resin, adjacent foamed resin molded bodies are connected to each other, and the upper stage is placed on the already-laid foamed resin molded body. The upper and lower foamed resin molded bodies are connected to each other by placing the side foamed resin molded body and inserting the third connector from the upper surface of the foamed resin molded body to the lower foamed resin molded body. Lightweight embankment construction method Exist for.

本発明に係る軽量盛土の施工方法によれば、水平方向に配列した発泡樹脂成形体を連結する際、板状体の一面側にだけ歯が突設された水平方向連結用の連結具を使用し、そして、上下に積み重ねた発泡樹脂成形体を連結する際、第1の連結具とは異なる形状の上下方向連結用の連結具を使用するため、より安全に施工することが出来、かつ、施工性に一層優れている。しかも、本発明において使用される連結具は、従来の連結具に比べて構成が簡単で且つ製作容易であるため、本発明に係る軽量盛土の施工方法は、経済的にも有利な工法である。   According to the construction method of the lightweight embankment according to the present invention, when connecting the foamed resin molded bodies arranged in the horizontal direction, a connecting tool for connecting in the horizontal direction in which teeth protrude from only one surface side of the plate-like body is used. And, when connecting the foamed resin molded bodies stacked one above the other, since a connecting tool for connecting in the vertical direction with a shape different from the first connecting tool is used, it can be constructed more safely, and Excellent workability. Moreover, since the connecting tool used in the present invention is simpler in construction and easier to manufacture than the conventional connecting tool, the lightweight banking construction method according to the present invention is an economically advantageous method. .

本発明に係る軽量盛土の施工方法について、その実施形態を図面に基づいて説明する。図1は、本発明に係る軽量盛土の施工方法における第1の態様としての発泡樹脂成形体の連結方法を部分的に示す斜視図である。図2は、第1及び第2の態様において使用される第1の連結具の例を示す斜視図である。図3は、第1の態様において使用される第2の連結具の例を示す斜視図である。また、図4は、本発明に係る軽量盛土の施工方法における第2の態様としての発泡樹脂成形体の連結方法を部分的に示す斜視図である。図5は、第2の態様において使用される第3の連結具の例示す斜視図である。図6は、第3の連結具の使用方法の一例を示す斜視図である。更に、図7は、本発明の施工方法によって構築される軽量盛土の一例としての道路盛土の内部構造を示す一部破断の斜視図である。なお、実施形態の説明においては、軽量盛土の施工方法を単に「施工方法」と略記する。   About the construction method of the lightweight banking which concerns on this invention, the embodiment is described based on drawing. FIG. 1 is a perspective view partially showing a method for connecting foamed resin molded bodies as a first embodiment in the method for constructing a lightweight embankment according to the present invention. FIG. 2 is a perspective view showing an example of a first connector used in the first and second modes. FIG. 3 is a perspective view showing an example of a second connector used in the first mode. Moreover, FIG. 4 is a perspective view which shows partially the connection method of the foamed resin molding as a 2nd aspect in the construction method of the lightweight embankment which concerns on this invention. FIG. 5 is a perspective view showing an example of a third connector used in the second mode. FIG. 6 is a perspective view showing an example of how to use the third connector. Furthermore, FIG. 7 is a partially broken perspective view showing an internal structure of a road embankment as an example of a light embankment constructed by the construction method of the present invention. In the description of the embodiment, the construction method of the lightweight embankment is simply abbreviated as “construction method”.

本発明の施工方法は、発泡樹脂成形体を積み重ねて盛土を構築する施工方法であり、軟弱地盤の盛土、道路盛土、地滑り地の盛土、拡幅の盛土、急傾斜地盛土などの種々の盛土に適用できる。本発明の施工方法においては、例えば図7に示す様な道路盛土の場合、先ず、地盤に凹部(浅穴)を掘削形成してその底に敷砂(6)を敷設した後、敷砂の上に発泡樹脂成形体(4)を積み重ねる。   The construction method of the present invention is a construction method in which foamed resin molded bodies are stacked to construct a bank fill, and is applied to various bank fills such as soft ground banking, road banking, landslide banking, widening banking, and steep slope banking. it can. In the construction method of the present invention, for example, in the case of road embankment as shown in FIG. 7, first, a concave portion (shallow hole) is excavated and formed on the ground, and then laying sand (6) is laid on the bottom thereof, A foamed resin molded body (4) is stacked thereon.

発泡樹脂成形体(4)としては、発泡ポリスチレン、発泡ポリエチレン、発泡ポリプロピレン、発泡ポリウレタン、発泡ポリ塩化ビニルなどの発泡樹脂から成る成形体が挙げられる。特に、成形性、加工性およびコストの観点からは、発泡ポリスチレンの成形体が好ましい。発泡樹脂成形体(4)は、例えば、外形寸法が1000×2000×500(高さ)mm程度の直方体に形成される。   Examples of the foamed resin molded body (4) include molded bodies made of foamed resins such as foamed polystyrene, foamed polyethylene, foamed polypropylene, foamed polyurethane, and foamed polyvinyl chloride. In particular, from the viewpoint of moldability, processability, and cost, a molded product of expanded polystyrene is preferable. The foamed resin molded body (4) is formed in a rectangular parallelepiped having an outer dimension of about 1000 × 2000 × 500 (height) mm, for example.

本発明においては、上記の発泡樹脂成形体(4)を積み重ねるにあたり、特定の連結具を使用して発泡樹脂成形体(4)を連結する。そして、本発明では、使用する連結具の違いにより、以下の様な第1の態様と第2の態様の2つの態様が挙げられる。   In the present invention, when stacking the foamed resin molded bodies (4), the foamed resin molded bodies (4) are connected using a specific connector. And in this invention, the following two aspects, the 1st aspect and the 2nd aspect, are mentioned by the difference in the coupling tool to be used.

先ず、本発明の第1の態様を説明すると、第1の態様に係る施工方法では、図1に示す様に、発泡樹脂成形体(4)を積み重ねるにあたり、第1の連結具(1)及び第2の連結具(2)が使用される。図2は第1の連結具(1)の一形態を示しており、図3は第2の連結具(2)の一形態を示している。これら第1の連結具(1)及び第2の連結具(2)は、樹脂成型することも出来るが、通常は、金属板を曲げ加工して製作される。   First, the first aspect of the present invention will be described. In the construction method according to the first aspect, as shown in FIG. 1, when stacking the foamed resin molded bodies (4), the first connector (1) and A second connector (2) is used. FIG. 2 shows an embodiment of the first connector (1), and FIG. 3 shows an embodiment of the second connector (2). The first connector (1) and the second connector (2) can be resin-molded, but are usually manufactured by bending a metal plate.

第1の連結具(1)は、水平方向に配列された発泡樹脂成形体(4)同士を連結するための部材であり、図2に示す様に、板状体(11)の一面側に少なくとも2つの歯(12)を所定距離離間した状態で突設して構成される。具体的には、第1の連結具(1)は、例えば図2(a)に示す様に、板状体(11)の平行な2つの一辺部から当該板状体の一面側(図において下方側)にそれぞれ3本を1組とする歯(12)を突出させて成る。また、第1の連結具(1)は、例えば図2(b)に示す様に、板状体(11)の平行な2つの一辺部から当該板状体の一面側(図において下方側)にそれぞれ1本の歯(12)を突出させて成る。   The first connector (1) is a member for connecting the foamed resin molded bodies (4) arranged in the horizontal direction to each other on the one surface side of the plate-like body (11) as shown in FIG. At least two teeth (12) are projected and formed with a predetermined distance apart. Specifically, for example, as shown in FIG. 2 (a), the first connector (1) is formed from one parallel side of the plate-like body (11) on one surface side of the plate-like body (in the drawing, Teeth (12), each having three teeth as a set, protrude from the lower side. Further, the first connector (1) is, for example, as shown in FIG. 2B, from one parallel side of the plate-like body (11) to one surface side of the plate-like body (lower side in the figure). Each has a tooth (12) protruding therefrom.

一方、第2の連結具(2)は、上下に積み重ねられた発泡樹脂成形体(4)を係止するための部材であり、図3に示す様に、板状体(21)の両面側にそれぞれ歯(22)及び(23)を突設して構成される。具体的には、第2の連結具(2)は、例えば図3(a)に示す様に、板状体(21)の平行な2つの一辺部から当該板状体の一面側(図において下方側)にそれぞれ3本を1組とする歯(22)を突出させ且つ板状体(11)の他の平行な2つの一辺部から当該板状体の他面側(図において上方側)にそれぞれ3本を1組とする歯(23)を突出させて成る。また、第2の連結具(2)は、例えば図3(b)に示す様に、板状体(21)の平行な2つの一辺部から当該板状体の一面側(図において下方側)にそれぞれ1本の歯(22)を突出させ且つ板状体(21)の他面側(図において上方側)にそれぞれ1本の歯(23)を突出させて成る。   On the other hand, the second connector (2) is a member for locking the foamed resin molded bodies (4) stacked one above the other, and as shown in FIG. 3, both sides of the plate-like body (21). The teeth (22) and (23) are provided in a protruding manner. Specifically, as shown in FIG. 3A, for example, the second connector (2) is provided on one surface side of the plate-like body (in the drawing, from two parallel sides of the plate-like body (21)). A pair of teeth (22) projecting from each other on the lower side) and the other two parallel sides of the plate-like body (11) on the other side of the plate-like body (upper side in the figure) The teeth (23), each having three teeth as a set, are projected. Further, as shown in FIG. 3B, for example, the second connector (2) is provided on one side of the plate-like body from the two parallel sides of the plate-like body (21) (the lower side in the drawing). Each tooth (22) protrudes from each other, and one tooth (23) protrudes from the other surface side (upper side in the drawing) of the plate-like body (21).

なお、第1の連結具(1)及び第2の連結具(2)において、板状体(11)及び(21)の平面形状は例えば角部が面取された略長方形に形成され、そして、金属製の場合、板状体(11)及び(21)の厚さは0.4〜1mm程度、板状体(11)及び(21)の一辺の長さは50〜100mm程度とされ、歯(12),(22)及び(23)の長さ(突出高さ)は20〜40mm程度とされる。   In the first connector (1) and the second connector (2), the planar shapes of the plate-like bodies (11) and (21) are, for example, substantially rectangular with chamfered corners, and In the case of metal, the thickness of the plate-like bodies (11) and (21) is about 0.4 to 1 mm, the length of one side of the plate-like bodies (11) and (21) is about 50 to 100 mm, The length (protrusion height) of the teeth (12), (22) and (23) is about 20 to 40 mm.

図1に示す様に、第1の態様に係る施工方法では、発泡樹脂成形体(4)を積み重ねるにあたり、水平方向に配列した発泡樹脂成形体(4a)(図中に例示した下方の2つの成形体)の境界部分にこれら発泡樹脂成形体(4a)に跨がる様に上記の第1の連結具(1)を突き刺すことにより、隣接する発泡樹脂成形体(4a)同士を連結する。水平方向の発泡樹脂成形体(4a)を必要数だけ配列、連結した後は、その上段の発泡樹脂成形体(4b)を配列する。そして、上段側の発泡樹脂成形体(4b)を配列するにあたっては、既に敷設した下段の発泡樹脂成形体(4a)の上面に上記の第2の連結具(2)を突き刺し、当該第2の連結具の上に上段側の発泡樹脂成形体(4b)を配置することにより、上下の発泡樹脂成形体(4a),(4b)同士を連結する。   As shown in FIG. 1, in the construction method according to the first aspect, when the foamed resin molded bodies (4) are stacked, the foamed resin molded bodies (4a) arranged in the horizontal direction (the lower two illustrated in the figure) Adjacent foamed resin molded bodies (4a) are connected to each other by piercing the first connector (1) so as to straddle the foamed resin molded body (4a) at the boundary portion of the molded body. After arranging and connecting the required number of foamed resin molded bodies (4a) in the horizontal direction, the foamed resin molded body (4b) in the upper stage is arranged. When arranging the upper foamed resin molded body (4b), the second connector (2) is pierced into the upper surface of the lower foamed resin molded body (4a) already laid, and the second The upper and lower foamed resin molded bodies (4a) and (4b) are connected to each other by disposing the upper-stage foamed resin molded body (4b) on the connector.

上記の様に、水平方向に配列した発泡樹脂成形体(4a)同士を第1の連結具(1)により連結する操作と、上段側の発泡樹脂成形体(4b)を配列しつつ上下方向の発泡樹脂成形体(4a),(4b)同士を第2の連結具(2)により連結する操作とを順次繰り返すことにより、図7に示す様に、断面が略台形状とになる様に多数の発泡樹脂成形体(4)を積み上げていく。そして、発泡樹脂成形体(4)を積み上げた後は、発泡樹脂成形体(4)の上から覆土する。なお、図7に示す道路盛土の場合、覆土に際し、積み上げた発泡樹脂成形体(4)に周囲に被覆土(7)が敷設され、上面部にコンクリート床板、路盤、表層などが敷設される。   As described above, the operation in which the foamed resin molded bodies (4a) arranged in the horizontal direction are connected to each other by the first connector (1), and the foam resin molded bodies (4b) on the upper stage side are arranged in the vertical direction. By sequentially repeating the operation of connecting the foamed resin molded bodies (4a) and (4b) with the second connector (2), a large number of sections are formed so as to have a substantially trapezoidal shape as shown in FIG. The foamed resin moldings (4) are stacked. Then, after the foamed resin molded bodies (4) are stacked, the soil is covered from above the foamed resin molded bodies (4). In the case of the road embankment shown in FIG. 7, the covering soil (7) is laid around the stacked foamed resin molded body (4), and a concrete floor board, a roadbed, a surface layer, and the like are laid on the upper surface portion.

上記の様な本発明の施工方法によれば、水平方向に配列した発泡樹脂成形体(4a)を連結する際には一方向にのみ歯(12)が突出した特定形状の水平方向連結用の第1の連結具(1)を使用し、上下の発泡樹脂成形体(4a),(4b)を連結する際にのみ上下方向に歯(22)及び(23)が突出した特定形状の上下方向連結用の第2の連結具(2)を使用するため、足を踏み抜く等の危険がなく、安全に施工することが出来る。また、取り付けた第1の連結具(1)の歯(12)に他の資材や工具が接触して歯が歪むと言った不具合もないため、施工性に一層優れている。そして、水平方向連結用の第1の連結具(1)は構成が簡単で且つ製作容易であるため、本発明の施工方法は経済的にも有利である。   According to the construction method of the present invention as described above, when connecting the foamed resin moldings (4a) arranged in the horizontal direction, the teeth (12) projecting in one direction only for connecting in the horizontal direction. Only when connecting the upper and lower foamed resin moldings (4a) and (4b) using the first connector (1), the teeth (22) and (23) protrude in the vertical direction with a specific shape. Since the second connection tool (2) for connection is used, there is no danger of stepping on the foot and the construction can be performed safely. In addition, since there is no problem that other materials or tools come into contact with the teeth (12) of the attached first connector (1) and the teeth are distorted, the workability is further improved. And since the 1st coupling tool (1) for horizontal direction connection is simple and easy to manufacture, the construction method of this invention is economically advantageous.

次に、本発明の第2の態様を説明すると、第2の態様に係る施工方法では、図4に示す様に、発泡樹脂成形体(4)を積み重ねるにあたり、前述した第1の連結具(1)及び第3の連結具(3)が使用される。図5は第3の連結具(3)の一形態を示している。斯かる第3の連結具(3)は、樹脂成型することも出来るが、通常は、金属棒を加工成型して製作される。   Next, a second aspect of the present invention will be described. In the construction method according to the second aspect, as shown in FIG. 4, when the foamed resin molded bodies (4) are stacked, the first connector ( 1) and a third connector (3) are used. FIG. 5 shows an embodiment of the third connector (3). Such a third connector (3) can be resin-molded, but is usually manufactured by processing and molding a metal rod.

第3の連結具(3)は、上下に積み重ねられた発泡樹脂成形体(4a),(4b)を係止するための部材であり、図5に示す様に、棒状体の一端を先鋭に形成して構成される。具体的には、第3の連結具(3)は、例えば図5(a)に示す様に、棒状体の先端側(図において下端側)を先端に向かうに従い漸次縮径して成る。また、第3の連結具(3)は、例えば図5(b)に示す様に、棒状体の先端部(図において下端部)を矢じり状に形成して成る。なお、第3の連結具(3)は、直径を10〜15mm程度、長さを70〜120cm程度とされる。   The third connector (3) is a member for locking the foamed resin molded bodies (4a) and (4b) stacked one above the other. As shown in FIG. 5, one end of the rod-shaped body is sharpened. Formed and configured. Specifically, for example, as shown in FIG. 5 (a), the third connector (3) is formed by gradually reducing the diameter of the rod-like body at the distal end side (lower end side in the drawing) toward the distal end. Moreover, the 3rd coupling tool (3) forms the front-end | tip part (lower end part in a figure) of a rod-shaped body in the shape of an arrow as shown, for example in FIG.5 (b). The third connector (3) has a diameter of about 10 to 15 mm and a length of about 70 to 120 cm.

図4に示す様に、第2の態様に係る施工方法では、発泡樹脂成形体(4)を積み重ねるにあたり、水平方向に配列した発泡樹脂成形体(4a)(図中に例示した下方の2つの成形体)の境界部分にこれら発泡樹脂成形体(4a)に跨がる様に上記の第1の連結具(1)を突き刺すことにより、隣接する発泡樹脂成形体(4a)同士を連結する。斯かる操作は、前述の態様と同様である。水平方向の発泡樹脂成形体(4a)を配列、連結した後は、その上段の発泡樹脂成形体(4b)を配列する。そして、上段側の発泡樹脂成形体(4b)を配列するにあたっては、既に敷設した下段の発泡樹脂成形体(4a)の上に上段側の発泡樹脂成形体(4b)を載せ、当該発泡樹脂成形体の上面から上記の第3の連結具(3)を下段側の発泡樹脂成形体(4a)まで挿通することにより、上下の発泡樹脂成形体(4a),(4b)同士を連結する。   As shown in FIG. 4, in the construction method according to the second aspect, when the foamed resin molded bodies (4) are stacked, the foamed resin molded bodies (4a) arranged in the horizontal direction (the two lower ones illustrated in the figure) Adjacent foamed resin molded bodies (4a) are connected to each other by piercing the first connector (1) so as to straddle the foamed resin molded body (4a) at the boundary portion of the molded body. Such an operation is similar to the above-described embodiment. After arranging and connecting the foamed resin molded bodies (4a) in the horizontal direction, the foamed resin molded body (4b) in the upper stage is arranged. When arranging the upper foamed resin molded body (4b), the upper foamed resin molded body (4b) is placed on the already installed lower foamed resin molded body (4a), and the foamed resin molded product is formed. The upper and lower foamed resin molded bodies (4a) and (4b) are connected to each other by inserting the third connector (3) from the upper surface of the body to the lower foamed resin molded body (4a).

また、上段の発泡樹脂成形体(4b)から第3の連結具(3)を挿通する場合には、図6に示す様な保持具(5)を使用することにより、一層簡単に且つ正確に第3の連結具(3)を挿通できる。すなわち、図6に示す保持具(5)は、長さが30cm程度のパイプ状本体の下端に支持脚を付設して成る筒状の保持具であり、斯かる保持具を使用した施工では、第3の連結具(3)を突き刺そうとする発泡樹脂成形体(4b)の上面に保持具(5)を立てた状態で載せ、次いで、保持具(5)のパイプ状本体に第3の連結具(3)の先端側を差し込んだ後、第3の連結具(3)の頭部(上端部)を木槌などで打撃することにより、上段の発泡樹脂成形体(4b)から下段の発泡樹脂成形体(4a)へ第3の連結具(3)を正確に垂直に挿通できる。   In addition, when the third connector (3) is inserted from the upper foamed resin molded body (4b), the holder (5) as shown in FIG. 6 can be used to make it easier and more accurate. The third connector (3) can be inserted. That is, the holder (5) shown in FIG. 6 is a cylindrical holder formed by attaching a support leg to the lower end of a pipe-shaped main body having a length of about 30 cm. In construction using such a holder, Place the holder (5) upright on the upper surface of the foamed resin molded body (4b) to be pierced with the third connector (3), and then place the third on the pipe-shaped body of the holder (5). After inserting the distal end side of the connector (3), the head (upper end) of the third connector (3) is hit with a mallet or the like, so that the lower foam resin molded body (4b) is The third connector (3) can be accurately inserted vertically into the foamed resin molded body (4a).

上記の様に、第2の態様においても、水平方向に配列した発泡樹脂成形体(4a)同士を第1の連結具(1)により連結する操作と、上段側の発泡樹脂成形体(4b)を配列しつつ上下方向の発泡樹脂成形体(4a),(4b)同士を第3の連結具(3)により連結する操作を順次繰り返すことにより、図7に示す様に多数の発泡樹脂成形体(4)を積み上げていく。そして、発泡樹脂成形体(4)を積み上げた後は、前述の態様と同様に覆土する。   As described above, also in the second aspect, the operation of connecting the foamed resin molded bodies (4a) arranged in the horizontal direction with the first connector (1) and the foamed resin molded body (4b) on the upper stage side. As shown in FIG. 7, a large number of foamed resin molded bodies are arranged as shown in FIG. (4) will be stacked. Then, after the foamed resin molded bodies (4) are stacked, the soil is covered in the same manner as described above.

上記の様な本発明の施工方法によれば、水平方向に配列した発泡樹脂成形体(4a)を連結する際には一方向にのみ歯(12)が突出した特定形状の水平方向連結用の第1の連結具(1)を使用し、上下の発泡樹脂成形体(4a),(4b)を連結する際には第1の連結具(1)とは形状の異なる上下方向連結用の棒状の第3の連結具(3)を使用するため、安全に施工することが出来、また、棒状の第3の連結具(3)を使用する際には水平方向の発泡樹脂成形体(4a)同士を第1の連結具(1)によって連結しているため、発泡樹脂成形体(4)のずれや崩落がなく、効率的に施工できる。   According to the construction method of the present invention as described above, when connecting the foamed resin moldings (4a) arranged in the horizontal direction, the teeth (12) projecting in one direction only for connecting in the horizontal direction. When connecting the upper and lower foamed resin molded bodies (4a) and (4b) using the first connector (1), the shape of the rod for connecting in the vertical direction is different from that of the first connector (1). The third connector (3) can be used safely, and when the rod-shaped third connector (3) is used, the horizontal foamed resin molded body (4a) can be used. Since they are connected to each other by the first connector (1), the foamed resin molded body (4) is not displaced or collapsed and can be efficiently constructed.

上記の第1及び第2の態様に例示した様に、本発明の施工方法においては、発泡樹脂成形体(4)を積み重ねるにあたり、水平方向に配列する発泡樹脂成形体(4a)の連結操作、および、上下に積み上げる発泡樹脂成形体(4a),(4b)の連結操作において、特定の形状を有する2種の連結具の使い分け、すなわち、第1の連結具(1)と第2の連結具(2)、または、第1の連結具(1)と第3の連結具(3)の使い分けにより、施工の際の安全性を高めることが出来、かつ、施工性を向上させることが出来る。   As illustrated in the first and second aspects, in the construction method of the present invention, when stacking the foamed resin molded bodies (4), the connecting operation of the foamed resin molded bodies (4a) arranged in the horizontal direction, And in the connection operation of the foamed resin molded bodies (4a) and (4b) stacked up and down, the two types of connectors having specific shapes are selectively used, that is, the first connector (1) and the second connector. (2) Or by using the first connector (1) and the third connector (3) properly, the safety during construction can be improved and the workability can be improved.

本発明に係る軽量盛土の施工方法における第1の態様としての発泡樹脂成形体の連結方法を部分的に示す斜視図である。It is a perspective view which shows partially the connection method of the foamed resin molding as a 1st aspect in the construction method of the lightweight embankment which concerns on this invention. 第1及び第2の態様において使用される第1の連結具の例を示す斜視図である。It is a perspective view which shows the example of the 1st coupling tool used in the 1st and 2nd aspect. 第1の態様において使用される第2の連結具の例を示す斜視図であるIt is a perspective view which shows the example of the 2nd coupling tool used in a 1st aspect. 本発明に係る軽量盛土の施工方法における第2の態様としての発泡樹脂成形体の連結方法を部分的に示す斜視図である。It is a perspective view which shows partially the connection method of the foamed resin molding as a 2nd aspect in the construction method of the lightweight banking which concerns on this invention. 第2の態様において使用される第3の連結具の例示す斜視図である。It is a perspective view which shows the example of the 3rd coupling tool used in a 2nd aspect. 第3の連結具の使用方法の一例を示す斜視図である。It is a perspective view which shows an example of the usage method of a 3rd coupling tool. 本発明の施工方法によって構築される軽量盛土の一例としての道路盛土の内部構造を示す一部破断の斜視図である。It is a partially broken perspective view which shows the internal structure of the road embankment as an example of the lightweight embankment constructed | assembled by the construction method of this invention.

符号の説明Explanation of symbols

1 :第1の連結具
11:板状体
12:歯
2 :第2の連結具
21:板状体
22:歯
23:歯
3 :第3の連結具
4 :発泡樹脂成形体
5 :保持具
6 :敷砂
7 :被覆土
DESCRIPTION OF SYMBOLS 1: 1st connection tool 11: Plate-shaped body 12: Teeth 2: 2nd connection tool 21: Plate-shaped body 22: Teeth 23: Tooth 3: 3rd connection tool 4: Foamed resin molding 5: Holder 6: Ground sand 7: Covered soil

Claims (2)

発泡樹脂成形体を積み重ねて盛土を構築する軽量盛土の施工方法であって、発泡樹脂成形体を積み重ねるにあたり、板状体の一面側に少なくとも2つの歯を所定距離離間した状態で突設して成る第1の連結具、ならびに、板状体の両面側にそれぞれ歯を突設して成る第2の連結具を使用すると共に、水平方向に配列した発泡樹脂成形体の境界部分にこれら発泡樹脂成形体に跨がる様に前記第1の連結具を突き刺すことにより、隣接する発泡樹脂成形体同士を連結し、かつ、既に敷設した発泡樹脂成形体の上面に前記第2の連結具を突き刺し、当該第2の連結具の上に上段側の発泡樹脂成形体を配置することにより、上下の発泡樹脂成形体同士を連結することを特徴とする軽量盛土の施工方法。   A lightweight embankment construction method in which a foamed resin molded body is stacked to construct a bank, and when stacking the foamed resin molded body, at least two teeth are protruded from one side of the plate-like body with a predetermined distance therebetween. And a second connector formed by projecting teeth on both sides of the plate-like body, and the foamed resin is formed at the boundary portion of the foamed resin molded bodies arranged in the horizontal direction. By piercing the first connector so as to straddle the molded body, adjacent foamed resin molded bodies are connected to each other, and the second connector is pierced on the top surface of the already laid foamed resin molded body. The construction method of the lightweight embankment characterized by connecting the upper and lower foamed resin moldings by arrange | positioning the upper-stage foamed resin molding on the said 2nd coupling tool. 発泡樹脂成形体を積み重ねて盛土を構築する軽量盛土の施工方法であって、発泡樹脂成形体を積み重ねるにあたり、板状体の一面側に少なくとも2つの歯を所定距離離間した状態で突設して成る第1の連結具、ならびに、棒状体の一端を先鋭に形成して成る第3の連結具を使用すると共に、水平方向に配列した発泡樹脂成形体の境界部分にこれら発泡樹脂成形体に跨がる様に前記第1の連結具を突き刺すことにより、隣接する発泡樹脂成形体同士を連結し、かつ、既に敷設した発泡樹脂成形体の上に上段側の発泡樹脂成形体を載せ、当該発泡樹脂成形体の上面から前記第3の連結具を下段側の発泡樹脂成形体まで挿通することにより、上下の発泡樹脂成形体同士を連結することを特徴とする軽量盛土の施工方法。   A lightweight embankment construction method in which a foamed resin molded body is stacked to construct a bank, and when stacking the foamed resin molded body, at least two teeth are protruded from one side of the plate-like body with a predetermined distance therebetween. And a third connector formed by sharpening one end of the rod-shaped body, and straddles the foamed resin molded body at the boundary portion of the foamed resin molded bodies arranged in the horizontal direction. By piercing the first connector so as to be connected, adjacent foamed resin molded bodies are connected to each other, and an upper foamed resin molded body is placed on the already laid foamed resin molded body. A method for constructing a lightweight embankment, wherein the upper and lower foamed resin molded bodies are connected to each other by inserting the third connector from the upper surface of the resin molded body to the lower foamed resin molded body.
JP2004046277A 2004-02-23 2004-02-23 Lightweight embankment construction method Withdrawn JP2005232906A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004046277A JP2005232906A (en) 2004-02-23 2004-02-23 Lightweight embankment construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004046277A JP2005232906A (en) 2004-02-23 2004-02-23 Lightweight embankment construction method

Publications (1)

Publication Number Publication Date
JP2005232906A true JP2005232906A (en) 2005-09-02

Family

ID=35016143

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004046277A Withdrawn JP2005232906A (en) 2004-02-23 2004-02-23 Lightweight embankment construction method

Country Status (1)

Country Link
JP (1) JP2005232906A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012149386A (en) * 2011-01-17 2012-08-09 Advance:Kk Lying body connector
JP2023122393A (en) * 2022-02-22 2023-09-01 株式会社エンバイン Connectors, embankment structures and construction methods for embankment structures
JP7834401B1 (en) * 2025-09-29 2026-03-24 株式会社エンバイン Connecting device, embankment structure, and method for constructing an embankment structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012149386A (en) * 2011-01-17 2012-08-09 Advance:Kk Lying body connector
JP2023122393A (en) * 2022-02-22 2023-09-01 株式会社エンバイン Connectors, embankment structures and construction methods for embankment structures
JP7642238B2 (en) 2022-02-22 2025-03-10 株式会社エンバイン Connector, embankment structure, and embankment structure construction method
JP7834401B1 (en) * 2025-09-29 2026-03-24 株式会社エンバイン Connecting device, embankment structure, and method for constructing an embankment structure

Similar Documents

Publication Publication Date Title
US12454802B2 (en) Cement form with breakaway portion
KR101794071B1 (en) Constructing Method of Retaining Wall using Blocks
US20240150990A1 (en) Cement form with extension
KR101032968B1 (en) Reinforced Earth Block
JP2005232906A (en) Lightweight embankment construction method
KR20090012897U (en) Composite retaining wall block
KR102185956B1 (en) Fastening apparatus for retaining wall
KR101928940B1 (en) Waterproof retaining method and retaining system with low excavated soil emissions and high strength properties
US20050265791A1 (en) Wall structure for retaining soils
JP4231346B2 (en) Tightening tool used for lightweight embankment method
KR102112678B1 (en) Retaining wall with connected block and construction method using the same
JP2646346B2 (en) Lightweight embankment and road
JP2005314989A (en) Base board
JPH09170240A (en) Concrete block for retaining wall and retaining wall
US20060096180A1 (en) Retaining wall block and grid system
JP2000230240A (en) Stack block for retaining wall
CN222594907U (en) Slope embankment pushing type landslide treatment structure
KR100872999B1 (en) Reinforced earth block with binding means
JP3231219U (en) Back formwork of retaining wall block corresponding to gentle slope
JP4250394B2 (en) Foamed resin block laminating coupler and foamed resin block coupling and laminating method using the coupler
KR100993140B1 (en) Wall for building block
KR100477290B1 (en) The block for construction
KR200412272Y1 (en) Retaining Wall Vegetation Block
JP6639240B2 (en) Retaining wall block and retaining wall and construction method of retaining wall
KR200238954Y1 (en) A block wrapping a ground surface for improvement of softground by grouting method.

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20070501