JP4384321B2 - Lightweight embankment structure - Google Patents
Lightweight embankment structure Download PDFInfo
- Publication number
- JP4384321B2 JP4384321B2 JP2000031536A JP2000031536A JP4384321B2 JP 4384321 B2 JP4384321 B2 JP 4384321B2 JP 2000031536 A JP2000031536 A JP 2000031536A JP 2000031536 A JP2000031536 A JP 2000031536A JP 4384321 B2 JP4384321 B2 JP 4384321B2
- Authority
- JP
- Japan
- Prior art keywords
- hard
- synthetic resin
- foamed
- leveling layer
- embankment structure
- 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 - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【0001】
【発明の属する技術分野】
本発明は、傾斜地における硬質発泡ウレタンの現場発泡と硬質発泡合成樹脂のブロックとの併用による軽量盛土構造に関するものである。
【0002】
【従来技術】
近年、軟弱地盤、急傾斜地での盛土、構造物の裏込め等の軽量盛土材料として、発泡ポリスチレンのブロックが用いられている。
特に、傾斜地においては、土砂や砕石等を用いて盛土を形成すると、盛土に一体性がないため、水平方向に大きな土圧が発生する問題があるので、上記のような軽量なブロックを用い、これを連結金具を用いて一体化することにより大きな水平方向の圧力を発生させないようにしている。しかしながら、傾斜地に発泡ポリスチレン等のブロックを敷設するためには、傾斜地底部を整地する必要があり、この整地作業自体大変な労力を要するのに加えて、整地のためにブルトーザー等の建設機械を搬入することは、特に山岳地帯において困難であることが多い。一方、近年、このような山岳地帯においては、このような整地作業がほとんど必要のない硬質発泡ウレタン原液を現場で発泡させる硬質発泡ウレタンによる軽量盛土が用いられるようになった。
しかしながら、硬質発泡ウレタンによる盛土においては、発泡の過程で発熱反応をともない一日に形成できる盛土の量が限られており、工期が長くなる問題があった。
【0003】
【発明が解決しようとする課題】
ところで、特開平5−148839号公報には、地盤と硬質合成樹脂発泡体のブロックとの隙間に硬質発泡ポリウレタンを充填することにより間詰め用の土砂等の搬入する工程を低減していることが記載されている。しかし、傾斜地における盛土工事においては、やはりブロックを敷設するための整地作業が必要となるのである。
本発明は、傾斜地の盛土において、整地作業が軽減され、かつ工期が短縮できる軽量盛土構造を提供するものである。
【0004】
【問題を解決するための手段】
本発明の軽量盛土構造は、擁壁と傾斜地との間に、発泡合成樹脂材料が充填されてなる軽量盛土構造であって、傾斜地の底部に硬質発泡ウレタンが発泡形成され、硬質発泡ウレタン上にレベリング層が形成され、レベリング層上に硬質発泡合成樹脂のブロックが載置され、さらに硬質発泡合成樹脂のブロックが積み重ねられてなり、前記レベリング層に、傾斜地から擁壁の外側につながるように排水パイプを埋設してなる排水手段が設けられていることを特徴とする。
【0005】
本発明で硬質発泡ウレタンの発泡形成は、住宅等の現場断熱工事に使用されている発泡装置を使用することができる。発泡装置は、ドラム缶等に充填されたポリオール成分及びポリイソシアネート成分をそれぞれポンプにて長いホースを介して圧送し、吐出口にて両者を混合吐出して硬質発泡ウレタンを形成せしめるものである。
【0006】
まず、このような発泡装置により、ドラム缶及び発泡装置を配置し易い場所に設置して、長いホースの先端の吐出口から吐出し硬質発泡ウレタンを発泡形成する。その発泡形成の際には、地盤が凹凸において凹部に多く硬質発泡ウレタンを発泡形成するようにして、その形成された上面をある程度水平かつ平坦にする。
【0007】
なお、傾斜地と擁壁と間の前記硬質発泡ウレタンは、その上面に硬質発泡合成樹脂のブロックを載置するだけの面積が確保できるまで発泡形成する。この面積は盛土箇所の規模によって適宜選択される。
【0008】
次に、硬質発泡ウレタンの上面に硬質発泡合成樹脂のブロックを載置するためのレベリング層を形成する。レベリング層は、その上面を水平かつ平坦に形成するために、非発泡性の合成樹脂を散液して硬化せしめるか、土砂や砕石等を敷設することによって形成する。レベリング層としては、価格、作業性により土砂や砕石が好ましい。
また、レベリング層内に、傾斜地から擁壁の外側につながるように排水パイプを埋設、又はレベリング層の上面又は下面に排水材を敷設すれば、地下水を排水できレベリング層上に載置及び積み重ねられる硬質発泡合成樹脂のブロックに作用する浮力を抑制することができる。なお、排水材としては、不織布等のシートが使用できる。
また、レベリング層を土砂や砕石で形成すれば、これらが排水材の役割も果たし、擁壁のみに排水パイプを埋設するだけでも地下水の排水が可能となる。
【0009】
そして、レベリング層上に硬質発泡合成樹脂のブロックを従来と同様の方法で積み重ねてゆくことにより本発明の軽量盛土構造が構築される。
なお、硬質発泡合成樹脂のブロックは、価格、物性等の理由で発泡ポリスチレンによるものが好ましい。
【0010】
【発明の実施の形態】
以下具体的に本発明の軽量盛土構造を図面に基づき説明する。
図1に本発明の軽量盛土構造1の一実施例を示す。この軽量盛土構造1の構築法の例としては、まず傾斜地に擁壁10を構築し、擁壁には地下水を排水させるための排水パイプ6や6’を埋設させる。次に、傾斜地5(底部4も含む)に、地下水を排水パイプ6や6’に透水させるための排水材2を、敷設する。次に、硬質発泡ウレタンの発泡装置を用いて傾斜地の底部4に適宜の高さまで硬質発泡ウレタンを発泡形成する。次に、発泡ポリスチレンのブロックを載置するために、土砂や砕石を用いてレベリング層5を形成する。このようにレベリング層として土砂や砕石を用いた場合、他に排水手段を付加しなくても、排水パイプ6’を通して地下水を排水することができる。
そして、レベリング層上に従来と同様の方法で、発泡ポリスチレンのブロックを載置し、さらに間詰め材料5’として土砂や硬質発泡合成樹脂等を充填しながら発泡ポリスチレンのブロックを積み重ねてゆくことにより本発明の軽量盛土構造は構築される。
【0011】
【発明の効果】
以上説明したように、本発明の軽量盛土構造によれば、傾斜地の底部を、作業性に優れた硬質発泡ウレタンによって盛土下部を形成するので、手間を要する整地作業が軽減され、硬質発泡合成樹脂のブロックで盛土上部を形成するので工期が短縮される。
また、硬質発泡ウレタン上にレベリング層を形成させることにより、発泡ポリスチレンのブロックをズレなく一体となるように積み重ねることができ、さらにレベリング層に排水機能をもたせれば、発泡ポリスチレンのブロックに作用する浮力を軽減できる。
【図面の簡単な説明】
【図1】本発明の軽量盛土構造の一実施例。
【符号の説明】
1 軽量盛土構造
2 排水材
3 硬質発泡ウレタン
4 傾斜地の底部
5 レベリング層
5’ 間詰め材料
6 排水パイプ
6’ 排水パイプ
7 コンクリート板
8 発泡ポリスチレンのブロック
10 擁壁
11 傾斜地[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a light-weight embankment structure using a combination of in-situ foaming of hard foamed urethane and a block of hard foamed synthetic resin on an inclined land.
[0002]
[Prior art]
In recent years, polystyrene foam blocks have been used as lightweight embankment materials such as embankments on soft ground, steep slopes, and backfilling of structures.
In particular, in sloping land, when embankment is formed using earth and sand or crushed stone, there is a problem that large earth pressure is generated in the horizontal direction because the embedding is not integral, so use a lightweight block as described above, These are integrated using a connecting metal fitting so as not to generate a large horizontal pressure. However, in order to lay blocks such as expanded polystyrene on sloping ground, it is necessary to level the bottom of the sloping ground, and in addition to the ground leveling work itself, it is necessary to load a construction machine such as a bull tozer for leveling. It is often difficult to do, especially in mountainous areas. On the other hand, in recent years, in such a mountainous area, lightweight embankment using hard foamed urethane that foams a hard foamed urethane stock solution that requires almost no leveling work on site has come to be used.
However, in the embankment with rigid foamed urethane, there is a problem that the amount of embankment that can be formed in one day with an exothermic reaction during the foaming process is limited, and the construction period becomes long.
[0003]
[Problems to be solved by the invention]
By the way, in Japanese Patent Laid-Open No. 5-148888, there is a reduction in the step of carrying in the earth and sand for filling by filling the space between the ground and the block of the hard synthetic resin foam with hard foamed polyurethane. Are listed. However, leveling work for laying blocks is also necessary for embankment work on slopes.
The present invention provides a lightweight embankment structure in which the leveling work is reduced and the construction period can be shortened in the embankment of an inclined land.
[0004]
[Means for solving problems]
The lightweight embankment structure of the present invention is a lightweight embankment structure in which a foamed synthetic resin material is filled between a retaining wall and an inclined land, and foamed hard foamed urethane is formed on the bottom of the sloped land. A leveling layer is formed, blocks of hard foamed synthetic resin are placed on the leveling layer, and blocks of hard foamed synthetic resin are stacked, and drainage is made so that the leveling layer leads from the slope to the outside of the retaining wall. It is characterized in that a drainage means is provided by embedding a pipe .
[0005]
In the present invention, the foamed urethane foam can be formed by using a foaming apparatus used for on-site heat insulation work such as a house. In the foaming apparatus, a polyol component and a polyisocyanate component filled in a drum can or the like are respectively pumped by a pump through a long hose, and both are mixed and discharged at a discharge port to form hard foamed urethane.
[0006]
First, such a foaming device is installed in a place where the drum can and the foaming device can be easily disposed, and discharged from the discharge port at the tip of a long hose to form foamed hard foamed urethane. At the time of foaming, the ground is made uneven and the hard foamed urethane is foamed in the recesses, so that the formed upper surface is made horizontal and flat to some extent.
[0007]
The hard foamed urethane between the slope and the retaining wall is foamed until an area sufficient to place the hard foam synthetic resin block on the upper surface can be secured. This area is appropriately selected depending on the scale of the embankment.
[0008]
Next, a leveling layer for placing a block of hard foamed synthetic resin on the upper surface of the hard foamed urethane is formed. The leveling layer is formed by spraying and curing a non-foaming synthetic resin or laying earth or sand or crushed stone or the like in order to form the upper surface horizontally and flatly. As the leveling layer, earth and sand and crushed stone are preferable depending on the price and workability.
In addition, if drainage pipes are buried in the leveling layer from the slope to the outside of the retaining wall, or if drainage material is laid on the upper or lower surface of the leveling layer, groundwater can be drained and placed and stacked on the leveling layer. Buoyancy acting on the hard foam synthetic resin block can be suppressed. In addition, as a drainage material, sheets, such as a nonwoven fabric, can be used.
In addition, if the leveling layer is formed of earth and sand or crushed stone, these also serve as drainage materials, and groundwater can be drained simply by burying drainage pipes only in the retaining walls.
[0009]
And the lightweight embankment structure of this invention is constructed | assembled by accumulating the block of a hard foam synthetic resin on a leveling layer by the method similar to the past.
The hard foam synthetic resin block is preferably made of foamed polystyrene for reasons such as price and physical properties.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
The lightweight embankment structure of the present invention will be specifically described below with reference to the drawings.
FIG. 1 shows an embodiment of a
Then, by placing foamed polystyrene blocks on the leveling layer in the same manner as before, and further stacking the foamed polystyrene blocks while filling with earth and sand or hard foamed synthetic resin as the
[0011]
【The invention's effect】
As described above, according to the lightweight embankment structure of the present invention, the bottom of the sloped land is formed by the hard foam urethane having excellent workability, so that the leveling work requiring labor is reduced, and the hard foam synthetic resin. The construction period is shortened because the upper part of the embankment is formed with this block.
In addition, by forming a leveling layer on the hard foamed urethane, it is possible to stack the foamed polystyrene blocks so as to be integrated without any deviation, and if the leveling layer has a drainage function, it acts on the foamed polystyrene blocks. Can reduce buoyancy.
[Brief description of the drawings]
FIG. 1 shows an embodiment of a lightweight embankment structure according to the present invention.
[Explanation of symbols]
DESCRIPTION OF
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000031536A JP4384321B2 (en) | 2000-02-09 | 2000-02-09 | Lightweight embankment structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000031536A JP4384321B2 (en) | 2000-02-09 | 2000-02-09 | Lightweight embankment structure |
Publications (2)
Publication Number | Publication Date |
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JP2001220747A JP2001220747A (en) | 2001-08-17 |
JP4384321B2 true JP4384321B2 (en) | 2009-12-16 |
Family
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Application Number | Title | Priority Date | Filing Date |
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JP2000031536A Expired - Fee Related JP4384321B2 (en) | 2000-02-09 | 2000-02-09 | Lightweight embankment structure |
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JP (1) | JP4384321B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006225926A (en) * | 2005-02-16 | 2006-08-31 | Tokura Construction Co Ltd | Banking construction method utilizing backfilling material such as fluidized soil, pit sand, local soil and crushed stone |
JP4528176B2 (en) * | 2005-03-25 | 2010-08-18 | 積水化成品工業株式会社 | Lightweight embankment structure with buoyancy countermeasure structure |
KR101378123B1 (en) * | 2012-07-18 | 2014-03-24 | 김창식 | Retaining Wall Having Natural Rock And Construction Method Thereof |
-
2000
- 2000-02-09 JP JP2000031536A patent/JP4384321B2/en not_active Expired - Fee Related
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Publication number | Publication date |
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JP2001220747A (en) | 2001-08-17 |
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