JPH0376364B2 - - Google Patents

Info

Publication number
JPH0376364B2
JPH0376364B2 JP60186200A JP18620085A JPH0376364B2 JP H0376364 B2 JPH0376364 B2 JP H0376364B2 JP 60186200 A JP60186200 A JP 60186200A JP 18620085 A JP18620085 A JP 18620085A JP H0376364 B2 JPH0376364 B2 JP H0376364B2
Authority
JP
Japan
Prior art keywords
foamed resin
blocks
resin blocks
resin block
fastening
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.)
Expired - Lifetime
Application number
JP60186200A
Other languages
Japanese (ja)
Other versions
JPS6245801A (en
Inventor
Ryuji Fukuzumi
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.)
Taiyo Kogyo Co Ltd
Original Assignee
Taiyo Kogyo Co Ltd
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 Taiyo Kogyo Co Ltd filed Critical Taiyo Kogyo Co Ltd
Priority to JP60186200A priority Critical patent/JPS6245801A/en
Publication of JPS6245801A publication Critical patent/JPS6245801A/en
Publication of JPH0376364B2 publication Critical patent/JPH0376364B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Retaining Walls (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Road Paving Structures (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、発泡樹脂ブロツクにより構築物を
構築する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a method for constructing structures from foamed resin blocks.

(従来の技術) 従来、例えば第11図に示すような、寒冷地等
の道路5のアスフアルト2の下面に地表と地盤3
との温度差によつて生じる道路の氷結を防止する
ための断熱材として発泡樹脂ブロツク1が使用さ
れていた。
(Prior Art) Conventionally, for example, as shown in FIG.
Foamed resin blocks 1 were used as a heat insulating material to prevent roads from freezing due to temperature differences between the two.

この発泡樹脂ブロツク1は直方体に成形されて
おり、平に均した地盤3の上に多数の発泡樹脂ブ
ロツク1を並べて敷設し、発泡樹脂ブロツク層4
を形成する。次に、この発泡樹脂ブロツク層4の
上面にアスフアルト2を打設するという方法で道
路5を建設していた。
This foamed resin block 1 is formed into a rectangular parallelepiped, and a large number of foamed resin blocks 1 are laid side by side on a leveled ground 3, and a foamed resin block layer 4 is formed.
form. Next, the road 5 was constructed by pouring asphalt 2 onto the upper surface of the foamed resin block layer 4.

また、積み重ねた発泡樹脂ブロツクの縁部の自
立性により、これを擁壁構造に代わるものとして
実施した例もある。
There are also examples where stacked foamed resin blocks have been used as an alternative to retaining wall structures due to their self-supporting edges.

しかし、従来の道路等の盛土体や自立壁として
使用されていた発泡樹脂ブロツクは、構築物とし
て一体化されたものではなく、単に発泡樹脂ブロ
ツクを並べて発泡樹脂ブロツク層を形成し、この
上面に舗装構造などを設けたに過ぎなかつた。
However, the foamed resin blocks conventionally used as embankments and free-standing walls for roads, etc. are not integrated into structures, but are simply lined up to form a foamed resin block layer, and the upper surface of this is paved. It was simply a matter of providing a structure.

このため、発泡樹脂ブロツク相互の一体性は、
塗装等の土砂荷重と発泡樹脂ブロツクの接触面の
摩擦抵抗に頼るのみであり、盛土や自立壁に及ぼ
す地震や流水などの外力により、発泡樹脂ブロツ
クが崩壊する恐れがあつた。
Therefore, the mutual integrity of the foamed resin blocks is
This relies solely on the frictional resistance between the contact surface of the foamed resin block with the earth and sand load of the paint, and there is a risk that the foamed resin block will collapse due to external forces such as earthquakes and running water that are exerted on the embankment or free-standing wall.

特に地下水位が高い軟弱地盤上に構築物を構築
した場合には、上中部の発泡樹脂ブロツクに浮力
が発生するため、地表より上部に構築物を構築す
る必要がある。この時、舗装等の土砂荷重によつ
て地盤沈下を生じることもあつた。
In particular, when a structure is constructed on soft ground with a high groundwater level, buoyancy is generated in the foamed resin block in the upper part, so it is necessary to construct the structure above the ground surface. At this time, ground subsidence sometimes occurred due to the load of earth and sand from pavement, etc.

このような地盤沈下に際し、第12図に示すよ
うに、軟弱地盤に局部的な変形が生じていたり、
地盤の硬さが均一でなかつたりした場合には、沈
下部分や地盤の柔らかい部分に相当する構築物の
一部が斜めに沈下し、構築物に変形が生じてい
た。
When such ground subsidence occurs, local deformation occurs in the soft ground, as shown in Figure 12.
When the hardness of the ground is not uniform and the ground is uneven, parts of the structure that correspond to subsidence or soft areas of the ground sink diagonally, causing deformation of the structure.

(発明が解決しようとする問題点) 本発明は、このような事情に鑑みなされたもの
であり、構築物を構成する発泡樹脂ブロツクの水
平方向の移動と共に、上下方向のズレを阻止する
ことによつて、地震等の外力が構築物に加わつて
も、崩壊したり変形したりすることがないよう構
築物を保持することができる発泡樹脂ブロツクに
より構築物を構築する方法を提供することを目的
とするものである。
(Problems to be Solved by the Invention) The present invention has been made in view of the above circumstances, and it is possible to prevent the foamed resin blocks constituting the structure from moving in the horizontal direction as well as from shifting in the vertical direction. Therefore, it is an object of the present invention to provide a method of constructing a structure using foamed resin blocks that can hold the structure so that it will not collapse or deform even if an external force such as an earthquake is applied to the structure. be.

(問題点を解決しようとする手段) 上記目的を達成するため、本発明は、「発泡樹
脂ブロツクを積み重ねて構築物を構築するとき
に、平面に相隣接して敷設された発泡樹脂ブロツ
ク間に跨つて、各辺に折り曲げ可能な爪が設けら
れている緊結用金具を、その爪を折り曲げて前記
発泡樹脂ブロツクに突き刺して取付けることによ
つて、相隣接する発泡樹脂ブロツク相互を緊結し
固定し、その後その上に緊結用金具を挾んで発泡
樹脂ブロツクを敷設し、次いで上下の発泡樹脂ブ
ロツクの側面間に跨つて前記緊結用金具を取付け
ることによつて、上下の発泡樹脂ブロツク相互を
緊結し固定して、前記構築物の構造を保持するよ
うにしたことを特徴とする発泡樹脂ブロツクによ
り構築物を構築する方法」をその要旨とした。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a system that ``when building a structure by stacking foamed resin blocks, straddles between the foamed resin blocks laid adjacent to each other on a plane. Then, by attaching a fastening fitting having bendable claws on each side by bending the claws and sticking them into the foamed resin blocks, adjacent foamed resin blocks are tightly connected and fixed to each other; Thereafter, a foamed resin block is placed on top of the block with a fastening metal fitting in between, and then the fastening metal is attached across the sides of the upper and lower foamed resin blocks, thereby tightening and fixing the upper and lower foamed resin blocks to each other. The gist of the patent is ``a method for constructing a construct using a foamed resin block, characterized in that the structure of the construct is maintained.''

尚、ここでいう発泡樹脂ブロツクとは、発泡樹
脂よりなる特定形状に成形されたものをいう。
Note that the term "foamed resin block" as used herein refers to a block made of foamed resin and molded into a specific shape.

固定するとは、発泡樹脂ブロツク相互を緊結す
ること、或いは型枠内に該ブロツクを相互にずれ
ない状態で積層することをいう。
Fixing means to fasten the foamed resin blocks to each other, or to stack the blocks in a mold without shifting from each other.

保持するとは、複数個の発泡樹脂ブロツクを相
互に緊結し固定して、特定形状に形成した構築物
の発泡樹脂ブロツクの相互が離脱したり、構築物
の構造が変形したり崩壊したりしないようにする
ことをいう。
Holding refers to tightly connecting and fixing multiple foamed resin blocks to each other to prevent the foamed resin blocks of a structure formed into a specific shape from separating from each other, or from deforming or collapsing the structure of the structure. Say something.

また、本発明の緊結用金具においては、中央に
アンカー用引張鉄筋を挿入するための孔を設ける
こともできる。
Moreover, in the fastening metal fitting of the present invention, a hole for inserting a tension reinforcing bar for an anchor can also be provided in the center.

(実施例) 以下、この発明を図面に従つて説明する。(Example) The present invention will be explained below with reference to the drawings.

まず、この発明の方法に使用する発泡樹脂ブロ
ツクについて説明する。
First, the foamed resin block used in the method of this invention will be explained.

第1図に示すものは、発泡樹脂ブロツク1の側
辺に溝状の目盛6を設けたものである。目盛6は
同ブロツク1を積み重ねて構築物を構築する際、
発泡樹脂ブロツク相互の位置関係を明確にし、ま
た、現場での発泡樹脂ブロツク1の切断等の加工
を迅速かつ正確に行うことができるようにするも
のである。
The one shown in FIG. 1 is a foamed resin block 1 with groove-shaped scales 6 provided on the sides thereof. Scale 6 indicates when building a structure by stacking blocks 1,
This makes it possible to clarify the mutual positional relationship of the foamed resin blocks, and to quickly and accurately perform processing such as cutting the foamed resin blocks 1 on site.

第2図に示すものは、ラツプして積み重ねた発
泡樹脂ブロツク1の溝の位置が合致するように発
泡樹脂ブロツク1の上面に側辺より1/4幅の所に
排水パイプ用の溝7を設けたものである。
The one shown in Fig. 2 has a groove 7 for a drainage pipe on the top surface of the foamed resin block 1 at a location 1/4 width from the side so that the grooves of the foamed resin blocks 1 that are stacked together coincide with each other. It was established.

これは同ブロツク1を積み重ねて構築した構築
物の水平方向の結束材料の通路、或いは排水路と
して有効である。
This is effective as a passage for horizontal binding material or as a drainage channel for a structure constructed by stacking the same blocks 1.

尚、上記第1図及び第2図に示す発泡樹脂ブロ
ツク1の目盛6や溝7は、同ブロツク1の成形時
において形成されるのが一般的である。
Incidentally, the scales 6 and grooves 7 of the foamed resin block 1 shown in FIGS. 1 and 2 are generally formed when the block 1 is molded.

第3図に示す発泡樹脂ブロツク1は引張抵抗材
料8を混入してなるものである。発泡樹脂ブロツ
ク1自体は、引張力に対してその抵抗性は小さい
と考えられ、構築物を構築した時に生じる引張力
を考慮して前記の通りとする。引張抵抗材料8と
しては金網、ネツト等が考えられる。
The foamed resin block 1 shown in FIG. 3 contains a tensile resistance material 8 mixed therein. The foamed resin block 1 itself is considered to have low resistance to tensile force, and the above-mentioned procedure is made in consideration of the tensile force generated when the structure is constructed. As the tensile resistance material 8, wire mesh, netting, etc. can be considered.

次に、本発明の方法に使用する緊結用金具につ
いて説明する。
Next, the fastening fitting used in the method of the present invention will be explained.

第4図は鉄板の緊結用金具9の平面図である。
この緊結用金具9は四角形の鉄板であり、発泡樹
脂ブロツクを相互に緊結し固定するための爪10
が各辺に2カ所、合計8カ所に設けられている。
但し、この緊結用金具9は緊結する発泡樹脂ブロ
ツクの形状や緊結される箇所に応じて、その形状
や爪の数を変えることができる。この爪10は、
指等で簡単に折り曲げることができ、平面相隣接
する発泡樹脂ブロツク及び上下に積層された発泡
樹脂ブロツクを緊結し固定できるようになつてい
る。
FIG. 4 is a plan view of the iron plate fastening fitting 9.
This fastening fitting 9 is a rectangular iron plate, and has claws 10 for fastening and fixing the foamed resin blocks to each other.
There are two on each side, eight locations in total.
However, the shape and number of claws of this fastening metal fitting 9 can be changed depending on the shape of the foamed resin block to be fastened and the location to be fastened. This nail 10 is
It can be easily bent with fingers, etc., and it is possible to tighten and fix the foamed resin blocks that are adjacent to each other on a plane and the foamed resin blocks that are stacked one above the other.

第6図は、緊結用金具9をアンカー用の鋼棒1
3に取付け、同ブロツク1を相互に固定した態様
を示す。
Figure 6 shows the fastening fitting 9 attached to the steel rod 1 for anchoring.
3, and the block 1 is shown fixed to each other.

又、第7図は前記鋼棒に代えて帯鉄15に爪1
6を設け、いわば緊結用金具を兼ねたものによつ
て同ブロツク1相互を固定する態様を示す。
In addition, in FIG. 7, a claw 1 is attached to the band iron 15 instead of the steel rod.
6 is provided, and the blocks 1 are fixed to each other by means of something that also serves as a fastening fitting.

次に、本発明の方法を自立壁を構築する場合を
例にとつて説明する。
Next, the method of the present invention will be explained using an example of constructing a free-standing wall.

第8図及び第9図はプレキヤストコンクリート
ブロツク17を発泡樹脂ブロツク層14に設置し
た状態を示している。即ち、プレキヤストコンク
リートブロツク17を地盤2上に据え、透水性の
よい砂質土を敷いて埋戻し部18を作る。
8 and 9 show the precast concrete block 17 installed on the foamed resin block layer 14. FIG. That is, a precast concrete block 17 is placed on the ground 2, and sandy soil with good water permeability is spread to form a backfilling section 18.

続いて、発泡樹脂ブロツク1を積み重ねるが、
この実施例の場合、直方体(120cm×240cm×50
cm)の基本体をなす発泡樹脂ブロツク1を使用し
ている。
Next, foam resin blocks 1 are stacked,
In the case of this example, a rectangular parallelepiped (120cm x 240cm x 50
cm) is used as the basic body of the foamed resin block 1.

尚、第8図に示すように、発泡樹脂ブロツク1
を積み重ねる際、発泡樹脂ブロツク層14とプレ
キヤストコンクリートブロツク17との隙間に合
成繊維又は合成樹脂の透水性材料19を挿入して
もよい。
In addition, as shown in FIG. 8, the foamed resin block 1
When stacking the blocks, a water-permeable material 19 made of synthetic fiber or synthetic resin may be inserted into the gap between the foamed resin block layer 14 and the precast concrete block 17.

この発泡樹脂ブロツクの積み重ね作業と平行し
て、発泡樹脂ブロツク相互の緊結作業と水平アン
カー装置の取付作業と発泡樹脂ブロツクの裏込め
作業とが行われる。
In parallel with this work of stacking the foam resin blocks, the work of fastening the foam resin blocks together, the work of attaching the horizontal anchor device, and the work of backfilling the foam resin blocks are performed.

発泡樹脂ブロツク相互の緊結作業は以下の通り
である。
The work of joining the foamed resin blocks together is as follows.

即ち、第5図及び第8図に示すように、緊結用
金具9の爪10を上下に折り曲げ、これを平面に
相隣接する発泡樹脂ブロツク1,1間に跨がるよ
うに押し付け、前記緊結用金具9の下向きの爪1
0を発泡樹脂ブロツク1,1に突き刺す。この
後、その上に緊結用金具9を挾んで別の発泡樹脂
ブロツク1,1を敷設し、前記緊結用金具9の上
向きの爪10を敷設した発泡樹脂ブロツク1,1
に突き刺す。こうして相隣接する発泡樹脂ブロツ
ク1,1は、緊結用金具9によつて緊結され固定
されるようになる。これにより、発泡樹脂ブロツ
ク1の水平方向に働く力に対応させることがで
き、水平方向のずれを防止できるようになる。
That is, as shown in FIGS. 5 and 8, the claws 10 of the fastening metal fitting 9 are bent up and down, and the claws 10 of the fastening metal fitting 9 are pressed so as to straddle the adjacent foamed resin blocks 1, 1 on a plane, and the fastening Downward claw 1 of metal fitting 9
0 into the foamed resin blocks 1,1. After this, another foamed resin block 1, 1 is laid on top of it with the fastening metal fitting 9 interposed therebetween, and the foamed resin blocks 1, 1 on which the upward claws 10 of the fastening metal fitting 9 are laid are laid.
stab into. In this way, the adjacent foamed resin blocks 1, 1 are tightly connected and fixed by the fastening fittings 9. Thereby, it is possible to correspond to the force acting on the foamed resin block 1 in the horizontal direction, and it becomes possible to prevent displacement in the horizontal direction.

この後、爪10を上下に折り曲げた緊結用金具
9を立てた状態とし、これを上下に積層された前
記発泡樹脂ブロツク1,1の側面間に跨るように
押し付け、各発泡樹脂ブロツク1,1の側面に爪
10を突き刺して取り付ける。更に緊結用金具9
を挾んで反対側より発泡樹脂ブロツク1,1を押
し付けることによつて、押し付けた発泡樹脂ブロ
ツク1,1の側面間に緊結用金具9の反対側の爪
10を突き刺して取付ける。こうして緊結用金具
9を上下に積層された発泡樹脂ブロツク1,1の
側面間に立てた状態で介在させ、上下に積層され
た発泡樹脂ブロツク1,1相互を緊結し固定する
のである。これにより、発泡樹脂ブロツク1の上
下方向に働く力に対応させることができ、上下の
ずれを防止できるようになつている。
After this, the fastening metal fitting 9 with the claws 10 bent up and down is placed in an upright state, and is pressed so as to straddle the side surfaces of the foamed resin blocks 1, 1 stacked vertically. Attach by piercing the nail 10 into the side of the. Furthermore, the fastening fittings 9
By pressing the foamed resin blocks 1, 1 from the opposite side while holding them together, the claw 10 on the opposite side of the fastening metal fitting 9 is inserted between the sides of the pressed foamed resin blocks 1, 1. In this way, the fastening metal fittings 9 are interposed in an upright manner between the side surfaces of the foamed resin blocks 1, 1 stacked one above the other, and the foamed resin blocks 1, 1 stacked one above the other are tightly tied and fixed to each other. This allows the foamed resin block 1 to cope with the force acting in the vertical direction, and prevents vertical displacement.

このように本発明の方法によれば、平面的に相
隣接する発泡樹脂ブロツク、及び上下に積層され
た発泡樹脂ブロツクが、緊結用金具によつて夫々
相互に緊結され固定されていることから、該構築
物の水平方向及び上下方向、さらには斜め方向に
働く力にも対応でき、発泡樹脂ブロツクの上下の
ズレや水平方向の移動を確実に阻止できるように
なつている。
As described above, according to the method of the present invention, the foamed resin blocks that are adjacent to each other in a plane and the foamed resin blocks that are stacked one above the other are connected and fixed to each other by the fastening metal fittings. It can handle forces acting on the structure horizontally, vertically, and even diagonally, and can reliably prevent vertical displacement and horizontal movement of the foamed resin block.

次に、このようにして相互に連結された発泡樹
脂ブロツク1より成る発泡樹脂ブロツク層14の
壁面に、第5図及び第8図に示すように、壁面保
護を目的として波板20を取り付ける。
Next, as shown in FIGS. 5 and 8, a corrugated plate 20 is attached to the wall surface of the foamed resin block layer 14 made up of the foamed resin blocks 1 interconnected in this manner for the purpose of protecting the wall surface.

まず、一方向に爪10を折り曲げた緊結用金具
9を立てた状態で壁面の発泡樹脂ブロツク1,1
の側面間に跨るように取り付けブロツク相互を連
結する。次に、壁面を波板20で被覆するのであ
るが、この壁面と波板20との間には排水等の目
的の空間21をとる。また、緊結用金具9の中央
の孔11を利用して、これに水平引張り材22を
挿入し、緊結用金具9と波板20を同時に水平引
張り材22の端部のボルト23によつて締め付け
固定する。水平引張り材22のもう一方の端部
は、発泡樹脂ブロツク層14により形成された壁
面の背面の地盤2或いは堅固な構築物に固定す
る。
First, with the fastening metal fittings 9 with the claws 10 bent in one direction upright, the foamed resin blocks 1, 1 on the wall are
The mounting blocks are connected to each other so as to span between the sides. Next, the wall surface is covered with a corrugated sheet 20, and a space 21 for purposes such as drainage is provided between this wall surface and the corrugated sheet 20. Further, using the hole 11 in the center of the fastening metal fitting 9, insert the horizontal tension member 22 therein, and tighten the fastening metal fitting 9 and the corrugated plate 20 at the same time with the bolts 23 at the ends of the horizontal tension member 22. Fix it. The other end of the horizontal tension member 22 is fixed to the ground 2 or to a solid structure behind the wall formed by the foamed resin block layer 14.

又、前記発泡樹脂ブロツク層14の壁面を被覆
する波板20はその下部を第8図又は第9図にお
ける下部プレキヤストコンクリートブロツク17
の切欠部25に乗せる。尚、波板20の代わりに
キーストンプレートを使用してもよい。
Further, the corrugated plate 20 covering the wall surface of the foamed resin block layer 14 has its lower part connected to the lower precast concrete block 17 in FIG. 8 or 9.
Place it on the notch 25 of. Note that a keystone plate may be used instead of the corrugated plate 20.

第8図において、上床板コンクリート打設後、
上部プレキヤストコンクリートブロツク28を設
置し、上部及び下部プレキヤストコンクリートブ
ロツク28,17のボルト孔(図示しない)によ
つて波板20を定着する。
In Figure 8, after pouring concrete on the upper deck,
The upper precast concrete block 28 is installed, and the corrugated plate 20 is fixed through bolt holes (not shown) in the upper and lower precast concrete blocks 28 and 17.

以上のようにして、自立壁を構築することがで
きる。
A self-supporting wall can be constructed in the manner described above.

尚、発泡樹脂ブロツクを積み重ねて自立壁を構
築する場合に、ブロツク相互が緊結用金具9で緊
結されていれば、その自立性から、その壁面を外
側から押さえるプレキヤストコンクリートブロツ
クのような構造施設は基本的には不要である。し
かし、発泡樹脂ブロツクの壁面を直射日光や各種
の人為的行為から護るために、カバーすることは
必要である。その方法としては上に示したもの以
外に塗料の塗布、吹き付け材の吹き付けがある
が、プレキヤストコンクリートブロツクや波板鉄
板による被覆を行えば、発泡樹脂ブロツクの固定
により強固となる。
In addition, when constructing a self-supporting wall by stacking foamed resin blocks, if the blocks are connected to each other with fastening fittings 9, due to their self-supporting nature, a structural facility such as a precast concrete block that presses the wall surface from the outside may be used. is basically unnecessary. However, it is necessary to cover the walls of the foamed resin blocks to protect them from direct sunlight and various human activities. In addition to the methods shown above, there are other ways to do this, such as applying paint or spraying with spraying materials, but if you cover it with precast concrete blocks or corrugated iron plates, it will be stronger by fixing the foamed resin blocks.

尚、第10図に示すように、油等から発泡樹脂
ブロツク層14を保護するため、この上床板コン
クリートの下面に遮水シート29を入れてもよ
い。
As shown in FIG. 10, a water-shielding sheet 29 may be placed on the underside of the concrete upper floor plate in order to protect the foamed resin block layer 14 from oil and the like.

又、遮水シート29に代えて耐水性シートを張
り付けたり、耐水材を張り付けてもよい。
Further, instead of the water-shielding sheet 29, a water-resistant sheet or a water-resistant material may be applied.

(発明の効果) 上記構成を採つたことにより、本発明の構築方
法によれば、平面に相隣接する発泡樹脂ブロツク
間を緊結用金具によつて緊結し固定し、その後上
下の発泡樹脂ブロツクの側面間を緊結用金具によ
つて緊結し固定するため、該構築物の水平方向及
び上下方向、さらには斜め方向に働く力にも対応
できるようになつている。このため、構築物を構
成する発泡樹脂ブロツクの水平方向の移動と共
に、上下方向のズレを阻止することができ、地震
等の外力が構築物に加わつても、崩壊したり変形
したりすることがないよう構築物を保持すること
ができる。
(Effects of the Invention) By adopting the above configuration, according to the construction method of the present invention, the foamed resin blocks that are adjacent to each other on the plane are tightly connected and fixed by the fastening metal fittings, and then the upper and lower foamed resin blocks are Since the side surfaces are fastened and fixed using fastening fittings, it is possible to cope with forces acting in the horizontal direction, vertical direction, and even diagonal direction of the structure. For this reason, it is possible to prevent the foamed resin blocks that make up the structure from moving in the horizontal direction as well as from shifting in the vertical direction, so that even if external forces such as earthquakes are applied to the structure, it will not collapse or deform. Constructs can be retained.

また、本発明の構築方法によれば、該構築物の
水平方向及び上下方向、さらには斜め方向に働く
力にも対応できるように、構築物を強固に一体化
することができ、地盤沈下に際し、軟弱地盤にへ
こみが存在していたり、地盤の硬さが均一でなか
つたりした場合でも、構築物に変形が生じること
もない。
Further, according to the construction method of the present invention, the structure can be strongly integrated so as to be able to cope with forces acting in the horizontal direction, vertical direction, and even diagonal direction of the structure, and it is possible to prevent Even if there are dents in the ground or the hardness of the ground is uneven, the structure will not deform.

【図面の簡単な説明】[Brief explanation of drawings]

第1図及び第2図は本発明の発泡樹脂ブロツク
を示した斜視図、第3図は引張抵抗材料を混入し
た発泡樹脂ブロツクを示した斜視図、第4図は緊
結用金具を示した平面図、第5図は緊結用金具を
発泡樹脂ブロツク層に設置した状態を示す断面
図、第6図はアンカー装置として鋼棒を使用した
状態を示す拡大断面図、第7図はアンカー装置と
して緊結用金具を使用した状態を示す拡大断面
図、第8図はプレキヤストコンクリートを発泡樹
脂ブロツク層に設置した状態を示す断面図、第9
図はプレキヤストコンクリートを示した側面図、
第10図は発泡樹脂ブロツク層を保護するための
遮水シートを発泡樹脂ブロツク層の上面に入れた
状態を示す断面図、第11図は従来の工法により
構築された道路を示す断面図、第12図は構築物
が変形した状態を示す断面図である。 符号の説明 1…発泡樹脂ブロツク、9…緊結
用金具、10…爪、14…発泡樹脂ブロツク層。
Figures 1 and 2 are perspective views showing a foamed resin block of the present invention, Figure 3 is a perspective view of a foamed resin block mixed with a tensile resistance material, and Figure 4 is a plan view showing a fastening fitting. Figure 5 is a cross-sectional view showing the state in which the fastening metal fittings are installed on the foamed resin block layer, Figure 6 is an enlarged cross-sectional view showing the state in which a steel rod is used as an anchor device, and Figure 7 is a cross-sectional view showing the state in which a steel rod is used as an anchor device. Fig. 8 is an enlarged sectional view showing the state in which the metal fittings are used; Fig. 8 is a sectional view showing the state in which precast concrete is installed on the foamed resin block layer; Fig. 9
The figure is a side view showing precast concrete.
Fig. 10 is a sectional view showing a state in which a water-blocking sheet for protecting the foamed resin block layer is placed on the upper surface of the foamed resin block layer, Fig. 11 is a sectional view showing a road constructed by the conventional construction method, FIG. 12 is a sectional view showing a deformed state of the construct. Explanation of symbols 1... Foamed resin block, 9... Fastening metal fittings, 10... Nail, 14... Foamed resin block layer.

Claims (1)

【特許請求の範囲】 1 発泡樹脂ブロツクを積み重ねて構築物を構築
するときに、平面に相隣接して敷設された発泡樹
脂ブロツク間に跨つて、各辺に折り曲げ可能な爪
が設けられている緊結用金具を、その爪を折り曲
げて前記発泡樹脂ブロツクに突き刺して取付ける
ことによつて、相隣接する発泡樹脂ブロツク相互
を緊結し固定し、その後その上に緊結用金具を挾
んで発泡樹脂ブロツクを敷設し、次いで上下の発
泡樹脂ブロツクの側面間に跨つて前記緊結用金具
を取り付けることによつて、上下の発泡樹脂ブロ
ツク相互を緊結し固定して、前記構築物の構造を
保持するようにしたことを特徴とする発泡樹脂ブ
ロツクにより構築物を構築する方法。 2 前記緊結用金具は中央にアンカー用引張鉄筋
を挿入するための孔が設けられていることを特徴
とする特許請求の範囲第1項記載の発泡樹脂ブロ
ツクにより構築物を構築する方法。 3 前記発泡樹脂ブロツクは側辺に溝状の目盛を
設けたものであることを特徴とする特許請求の範
囲第1項又は第2項記載の発泡樹脂ブロツクによ
り構築物を構築する方法。 4 前記発泡樹脂ブロツクは上面側辺より1/4幅
の所に排水パイプ用の溝を設けたことを特徴とす
る特許請求の範囲第1項又は第2項記載の発泡樹
脂ブロツクにより構築物を構築する方法。 5 前記発泡樹脂ブロツクは製造過程で引張材料
を混入したものであることを特徴とする特許請求
の範囲第1項又は第2項記載の発泡樹脂ブロツク
により構築物を構築する方法。
[Scope of Claims] 1. When constructing a structure by stacking foamed resin blocks, a fastener is provided with bendable claws on each side, spanning between the foamed resin blocks laid adjacent to each other on a flat surface. Adjacent foam resin blocks are tightly connected and fixed by bending the claws of the metal fittings and sticking them into the foam resin blocks, and then placing the foam resin blocks on top of the metal fittings by sandwiching the fastening metal fittings. Then, by attaching the fastening fittings across the sides of the upper and lower foamed resin blocks, the upper and lower foamed resin blocks are tightly connected and fixed to each other, and the structure of the structure is maintained. A method of constructing structures using characteristic foam resin blocks. 2. The method for constructing a structure using foamed resin blocks according to claim 1, wherein the fastening metal fittings are provided with a hole in the center for inserting a tension reinforcing bar for an anchor. 3. A method for constructing a structure using a foamed resin block according to claim 1 or 2, characterized in that the foamed resin block has a groove-like scale on its side. 4. A structure is constructed using the foamed resin block according to claim 1 or 2, characterized in that the foamed resin block has a groove for a drainage pipe at a position 1/4 width from the side of the upper surface. how to. 5. A method for constructing a structure using a foamed resin block according to claim 1 or 2, wherein the foamed resin block is mixed with a tensile material during the manufacturing process.
JP60186200A 1985-08-24 1985-08-24 Construction of structure by foamed resin block Granted JPS6245801A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60186200A JPS6245801A (en) 1985-08-24 1985-08-24 Construction of structure by foamed resin block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60186200A JPS6245801A (en) 1985-08-24 1985-08-24 Construction of structure by foamed resin block

Related Child Applications (7)

Application Number Title Priority Date Filing Date
JP24935386A Division JPH0656001B2 (en) 1986-10-20 1986-10-20 Wall structure with earth pressure reduction structure
JP40336290A Division JPH0656026B2 (en) 1990-12-18 1990-12-18 Buried formwork
JP40336190A Division JPH0684616B2 (en) 1990-12-18 1990-12-18 Anchor device
JP40336090A Division JPH0656025B2 (en) 1990-12-18 1990-12-18 Foam resin block Concrete block for construction
JP40336390A Division JPH0674589B2 (en) 1990-12-18 1990-12-18 Method of constructing foamed resin block construction
JP40335890A Division JPH0656024B2 (en) 1990-12-18 1990-12-18 How to build a construct with foam blocks
JP2403359A Division JPH0726403B2 (en) 1990-12-18 1990-12-18 How to build a construct with foam blocks

Publications (2)

Publication Number Publication Date
JPS6245801A JPS6245801A (en) 1987-02-27
JPH0376364B2 true JPH0376364B2 (en) 1991-12-05

Family

ID=16184129

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60186200A Granted JPS6245801A (en) 1985-08-24 1985-08-24 Construction of structure by foamed resin block

Country Status (1)

Country Link
JP (1) JPS6245801A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110118773A (en) * 2008-12-19 2011-11-01 엠씨티 브라트베르그 악티에볼라그 Layer for use in combination with an insert half, and insert half

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6344021A (en) * 1986-08-12 1988-02-25 Keihan Concrete Kogyo Kk Earth pressure reducing construction with foamed block of synthetic resin
JPH0665802B2 (en) * 1987-11-06 1994-08-24 鐘淵化学工業株式会社 How to build a road
JP2533166B2 (en) * 1988-06-10 1996-09-11 株式会社青木建設 Earth pressure reduction method
JPH0784738B2 (en) * 1988-11-07 1995-09-13 鹿島建設株式会社 Embankment structure
JPH06146307A (en) * 1992-11-11 1994-05-27 Jio Syst:Kk Construction method of construction structure
CN102352590B (en) * 2011-07-27 2013-09-18 河南省交通规划勘察设计院有限责任公司 Method for splicing highfill roadbed by adopting pile-sheet retaining wall
JP2017206832A (en) * 2016-05-17 2017-11-24 株式会社トッコン Retaining wall structure of retaining wall block having long axis and short axis
CN114775349A (en) * 2022-03-23 2022-07-22 中铁七局集团第二工程有限公司 Prefabricated UHPC pipe confined concrete overhead roadbed pile plate structure and construction process

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6241822A (en) * 1985-08-20 1987-02-23 Dow Kako Kk Light-weight filling structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6241822A (en) * 1985-08-20 1987-02-23 Dow Kako Kk Light-weight filling structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110118773A (en) * 2008-12-19 2011-11-01 엠씨티 브라트베르그 악티에볼라그 Layer for use in combination with an insert half, and insert half

Also Published As

Publication number Publication date
JPS6245801A (en) 1987-02-27

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