JPH0527724B2 - - Google Patents
Info
- Publication number
- JPH0527724B2 JPH0527724B2 JP61187793A JP18779386A JPH0527724B2 JP H0527724 B2 JPH0527724 B2 JP H0527724B2 JP 61187793 A JP61187793 A JP 61187793A JP 18779386 A JP18779386 A JP 18779386A JP H0527724 B2 JPH0527724 B2 JP H0527724B2
- Authority
- JP
- Japan
- Prior art keywords
- foam
- foam block
- synthetic resin
- blocks
- construction
- 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
Links
- 239000006260 foam Substances 0.000 claims description 42
- 238000010276 construction Methods 0.000 claims description 13
- 229920003002 synthetic resin Polymers 0.000 claims description 11
- 239000000057 synthetic resin Substances 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 4
- 230000000452 restraining effect Effects 0.000 description 4
- 239000011324 bead Substances 0.000 description 2
- 210000000078 claw Anatomy 0.000 description 2
- 239000004794 expanded polystyrene Substances 0.000 description 2
- 239000004604 Blowing Agent Substances 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920006248 expandable polystyrene Polymers 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Retaining Walls (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)
本発明は、盛土、擁壁などの構築に使用する合
成樹脂製の発泡ブロツクに関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a synthetic resin foam block used for constructing embankments, retaining walls, etc.
(従来技術)
軟弱な地盤上に合成樹脂の発泡ブロツクを積重
ね、その上に道路を敷設する工法が、現在試みら
れている。(Prior Art) Currently being attempted is a construction method in which foamed synthetic resin blocks are stacked on soft ground and a road is built on top of them.
この工法によると、発泡ブロツクの軽量性によ
り地盤沈下を防止でき、迅速な施工も可能である
などの利点がある。 This construction method has the advantages of being able to prevent ground subsidence due to the lightweight nature of the foam blocks, and allowing for quick construction.
又、段差のある土地においては、段部の擁壁の
傾斜を垂直に近付けて上場の土地の有効利用を図
ることが望ましい。そこで、下側の土地に発泡ブ
ロツクを積み重ね、水平方向の土圧を低減して擁
壁の傾斜を垂直に近付ける工法が、本発者等によ
り提案されている。 In addition, on land with steps, it is desirable to make the slope of the retaining wall at the step closer to vertical in order to make effective use of the listed land. Therefore, the present inventors have proposed a construction method in which foam blocks are stacked on the land below to reduce the horizontal earth pressure and make the slope of the retaining wall closer to vertical.
(発明が解決しようとする課題)
ところが、上記発泡ブロツクは、発泡ポリスチ
レンなど合成樹脂の発泡成形品であり、圧縮荷重
には抵抗力があるが、引張荷重には抵抗力がな
い。そのため、発泡ブロツク構築物に引張荷重が
加わると、発泡ブロツクがが破断するおそれがあ
つた。(Problems to be Solved by the Invention) However, the foam block is a foamed molded product of synthetic resin such as expanded polystyrene, and has resistance to compressive loads but no resistance to tensile loads. Therefore, when a tensile load was applied to the foam block construction, there was a risk that the foam block would break.
そこで、本発明の目的は、引張荷重に抵抗力の
ある構築用の合成樹脂発泡ブロツクを提供するこ
とにある。 It is therefore an object of the present invention to provide a synthetic resin foam block for construction that is resistant to tensile loads.
(課題を解決するための手段)
上記目的を達成するため、本発明の合成樹脂の
発泡ブロツクには、引張荷重に抵抗する折り曲げ
可能な材料からなる補強部材が埋設されてなるも
のである。(Means for Solving the Problems) In order to achieve the above object, a reinforcing member made of a bendable material that resists tensile loads is embedded in the synthetic resin foam block of the present invention.
(実施例)
以下に、本発明の一実施例を図に基づいて説明
する。この実施例では発泡ブロツク構造物として
道路盛土を例示するが、発泡ブロツク構造物はこ
れに限定されない。(Example) An example of the present invention will be described below based on the drawings. In this embodiment, a road embankment is exemplified as a foam block structure, but the foam block structure is not limited to this.
まず、発泡ブロツク構築物として第2図に道路
盛土を例示する。 First, a road embankment is illustrated as an example of a foam block construction in FIG.
軟弱な地盤1上に発泡ポリスチレン(発泡スチ
ロール)などの合成樹脂の発泡ブロツク2が縦横
に積重ねられ、その上にコンクリート又はアスフ
アルトなどから舗装された道路3が敷設される。 Foam blocks 2 made of synthetic resin such as expanded polystyrene (styrene foam) are stacked vertically and horizontally on a soft ground 1, and a road 3 paved with concrete or asphalt is laid on top of the blocks 2.
この発泡ブロツク2による盛土では、発泡ブロ
ツク2が軽量なため地盤沈下を防止でき、又その
土地の土を替えるなどに他の工法に比較し迅速な
施工が可能であるなどの利点がある。 The embankment using the foam blocks 2 has the advantage that ground subsidence can be prevented because the foam blocks 2 are lightweight, and construction can be performed more quickly than other construction methods, such as when replacing the soil on the land.
発泡ブロツク2相互は、緊結具4によつて緊結
されている。緊結具4は、金属板の周囲に爪4a
が折曲げられて構成され、その爪4aが隣接する
発泡ブロツク2に食い込んで発泡ブロツク2相互
を緊結している。又、道路3と発泡ブロツク2
は、T形金具5により接合性を高められている。 The foam blocks 2 are fastened to each other by a fastener 4. The fastener 4 has claws 4a around the metal plate.
are bent, and the claws 4a bite into adjacent foam blocks 2 to tightly connect the foam blocks 2 to each other. Also, road 3 and foam block 2
The T-shaped fitting 5 improves the bondability.
下段Xの発泡ブロツク2は、金網、ネツト、ロ
ープなど引張抵抗があるメツシユ部材から成る拘
束材6によりその外周を被覆されている。これ
は、拘束材6により下段Xの発泡ブロツク2の一
体性を保持し、道路3を走行する自動車の交通荷
重を地盤1に平等に分散させ、各発泡ブロツク2
が不均等に沈下する不同沈下を防止するともに、
交通荷重により発泡ブロツク2に生じる曲げ応力
に対する抵抗を増加するためである。本実施例で
は施工能率を良くするため、下段Xを被覆する拘
束材6が複数拘束材6a,6b…に分割され、そ
のジヨイト部7を紐などにより結束している。 The outer periphery of the foamed block 2 in the lower stage X is covered with a restraining material 6 made of a mesh material having tensile resistance such as a wire mesh, a net, or a rope. This maintains the integrity of the foam blocks 2 in the lower stage
In addition to preventing uneven settlement,
This is to increase resistance to bending stress generated in the foam block 2 due to traffic loads. In this embodiment, in order to improve construction efficiency, the restraining material 6 covering the lower stage X is divided into a plurality of restraining materials 6a, 6b, .
又、拘束材6は、下段X及び上段(中段を含
む)Yの発泡ブロツク2の壁面8を被覆し、壁面
8における発泡ブロツク2のはみ出し、飛び出し
をも防止している。 Further, the restraining material 6 covers the wall surface 8 of the foam blocks 2 in the lower stage X and the upper stage (including the middle stage) Y, and also prevents the foam blocks 2 from protruding or popping out from the wall surface 8.
ところで、発泡ブロツク2は、発泡ポリスチレ
ン(発泡スチロール)、発泡ポリエチレン、発泡
ウレタンなど合成樹脂の発泡体である。しかし
て、この合成樹脂の発泡体は、圧縮荷重には抵抗
力があるが、引張荷重には弱い性質がある。その
ため、道路3を走行する自動車の引張荷重によ
り、発泡ブロツク2が破断するおそれがある。 By the way, the foam block 2 is a foam made of synthetic resin such as foamed polystyrene (styrene foam), foamed polyethylene, and foamed urethane. This synthetic resin foam has a property of being resistant to compressive loads, but weak to tensile loads. Therefore, there is a risk that the foam block 2 will break due to the tensile load of a car traveling on the road 3.
そこで、引張荷重に抵抗するため、第1図に示
すように、発泡ブロツクには、横方向2段に金網
など引張抵抗がありかつ折り曲げ可能な材料から
成る補強構部材9が埋没されているものである。 Therefore, in order to resist the tensile load, as shown in Fig. 1, reinforcing structural members 9 made of a bendable and tensile resistant material such as wire mesh are buried in two horizontal stages in the foam block. It is.
本発明の発泡ブロツク2は、例えば次のように
製造される。即ち、発泡剤を含むポリスチレンな
どの粒子(ビーズ)を一次発泡させた後醸成さ
せ、次にこれを型に入れ水蒸気により加熱し再発
泡させた後醸成させてビーズを融着一体化し、冷
却して製造される。型で再発泡する時に補強部材
9が設けられる。 The foam block 2 of the present invention is manufactured, for example, as follows. That is, particles (beads) of polystyrene or the like containing a blowing agent are first foamed, then allowed to ferment, then placed in a mold and heated with steam to re-foam, allowed to grow, the beads are fused and integrated, and then cooled. Manufactured by A reinforcing member 9 is provided during refoaming in the mold.
尚、上に説明した実施例に本発明は限定される
ものではない。 Note that the present invention is not limited to the embodiments described above.
例えば、補強部材は金網に限らず、軟質の合成
樹脂製のシート部材、布、ゴム等、折り曲げが可
能かつ引張抵抗のあるものならよい。 For example, the reinforcing member is not limited to wire mesh, but may be any material that is bendable and has tensile resistance, such as a soft synthetic resin sheet member, cloth, or rubber.
発泡ブロツクによる構築物は、道路盛土に限定
されず、擁壁、あるいは構造物の側面に発泡ブロ
ツクを配置して構造物に作用する土圧を軽減する
ものなど種々のものに適用できる。 Structures using foam blocks are not limited to road embankments, but can be applied to a variety of other things, such as retaining walls or structures in which foam blocks are placed on the side of a structure to reduce earth pressure acting on the structure.
(発明の効果)
本発明の発泡ブロツクには引張荷重に抵抗する
折り曲げ可能な材料からなる補強部材が埋設され
ているため、引張荷重にも強く、発泡ブロツクの
耐久性が向上する。このため、道路あるいは土地
の盛土として使用する場合、地盤の不同沈下を防
止し、長期に渡つて安定したものとなる。(Effects of the Invention) Since the foam block of the present invention is embedded with a reinforcing member made of a bendable material that resists tensile loads, it is strong against tensile loads and the durability of the foam block is improved. Therefore, when used as a road or land embankment, it prevents uneven subsidence of the ground and becomes stable over a long period of time.
又、補強部材が折り曲げ可能な部材であるから
作用する荷重が分散され、荷重の集中による破壊
がない。 Furthermore, since the reinforcing member is a bendable member, the applied load is dispersed, and there is no breakage due to load concentration.
第1図は、本発明の実施例に係る発泡ブロツク
の一部破断斜視図である。第2図は、第1図の発
泡ブロツクによる構築物の断面図である。
1:道路、2:発泡ブロツク、9:補強部材。
FIG. 1 is a partially cutaway perspective view of a foam block according to an embodiment of the present invention. FIG. 2 is a cross-sectional view of the foam block construction of FIG. 1: Road, 2: Foam block, 9: Reinforcement member.
Claims (1)
ね、垂直方向及び水平方向の土圧を低減する工法
に使用される発泡ブロツクにおいて、 前記発泡ブロツク図に引張荷重に抵抗する折り
曲げ可能な材料からなる補強部材を埋設してなる
ことを特徴とする構築用の合成樹脂発泡ブロツ
ク。[Scope of Claims] 1. A foam block used in a construction method in which foam blocks made of synthetic resin are stacked vertically and horizontally to reduce earth pressure in the vertical and horizontal directions, wherein the foam blocks are bendable to resist tensile loads. A synthetic resin foam block for construction, characterized by having a reinforcing member made of a material embedded therein.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61187793A JPS6347426A (en) | 1986-08-12 | 1986-08-12 | Expanded synthetic resin block for structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61187793A JPS6347426A (en) | 1986-08-12 | 1986-08-12 | Expanded synthetic resin block for structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6347426A JPS6347426A (en) | 1988-02-29 |
JPH0527724B2 true JPH0527724B2 (en) | 1993-04-22 |
Family
ID=16212324
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61187793A Granted JPS6347426A (en) | 1986-08-12 | 1986-08-12 | Expanded synthetic resin block for structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6347426A (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH085500B2 (en) * | 1990-10-29 | 1996-01-24 | 東レ株式会社 | Beer shipping container and beer shipping method |
JP2612412B2 (en) * | 1993-09-20 | 1997-05-21 | 強化土エンジニヤリング株式会社 | Reinforced soil structure |
JP2677509B2 (en) * | 1993-09-20 | 1997-11-17 | 強化土エンジニヤリング株式会社 | Reinforced soil structure |
JP4697875B2 (en) * | 2006-04-06 | 2011-06-08 | 西日本エス・ピー・シー株式会社 | Lightweight embankment blocks and lightweight embankment structures |
JP4501162B2 (en) * | 2008-10-29 | 2010-07-14 | 日本サミコン株式会社 | Rock fall protection structure |
JP6341884B2 (en) * | 2015-06-10 | 2018-06-13 | 株式会社ライテク | Shed and retaining wall |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS514562A (en) * | 1974-06-29 | 1976-01-14 | Nippon Electric Co | |
JPS62197521A (en) * | 1986-02-24 | 1987-09-01 | Dow Kako Kk | Light-weight banking structure |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51152228U (en) * | 1976-05-06 | 1976-12-04 |
-
1986
- 1986-08-12 JP JP61187793A patent/JPS6347426A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS514562A (en) * | 1974-06-29 | 1976-01-14 | Nippon Electric Co | |
JPS62197521A (en) * | 1986-02-24 | 1987-09-01 | Dow Kako Kk | Light-weight banking structure |
Also Published As
Publication number | Publication date |
---|---|
JPS6347426A (en) | 1988-02-29 |
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