JPH0453214B2 - - Google Patents
Info
- Publication number
- JPH0453214B2 JPH0453214B2 JP61187781A JP18778186A JPH0453214B2 JP H0453214 B2 JPH0453214 B2 JP H0453214B2 JP 61187781 A JP61187781 A JP 61187781A JP 18778186 A JP18778186 A JP 18778186A JP H0453214 B2 JPH0453214 B2 JP H0453214B2
- Authority
- JP
- Japan
- Prior art keywords
- block
- garage
- earth pressure
- buried
- reinforcing frame
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
- E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は、片面が外部に露出し、他面が地中に
埋設された車庫ブロツクに作用する土圧を軽減す
る構造に関し、更に詳しくは合成樹脂の発泡ブロ
ツクを使用した前記土圧軽減構造に関する。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a structure for reducing earth pressure acting on a garage block having one side exposed to the outside and the other side buried underground. The present invention relates to the earth pressure reducing structure using a synthetic resin foam block.
（従来技術）
土地の有効利用のため、車庫ブロツクを地中に
埋設し、その上面を有効に利用するようにした埋
設車庫ブロツクは公知である。(Prior Art) In order to make effective use of land, a buried garage block is known in which the garage block is buried underground and its upper surface is effectively utilized.
第２図を参照して、車庫ブロツク１は地中に埋
設されており、片面１ａは外部に露出し、他面１
ｂは地中に埋設されている。車庫ブロツク１の上
面は整地され、家屋や庭が形成されるものとなつ
ている。 Referring to FIG. 2, a garage block 1 is buried underground, one side 1a is exposed to the outside, and the other side 1a is exposed to the outside.
b is buried underground. The upper surface of the garage block 1 is leveled, and a house and a garden are formed thereon.
車庫ブロツク１の片面１ａには土圧が図のＦの
ように他面１ｂから片面１ａへ向けての土圧が作
用している。該土圧Ｆを受けるため、車庫ブロツ
ク１の片面ａには補強枠２が設けられている。
尚、補強枠を設けないで車庫ブロツク自体を重く
設計する場合もある。 Earth pressure acts on one side 1a of the garage block 1 from the other side 1b to one side 1a, as shown by F in the figure. In order to receive the earth pressure F, a reinforcing frame 2 is provided on one side a of the garage block 1.
Incidentally, there are cases where the garage block itself is designed to be heavy without providing a reinforcing frame.
（発明が解決しようとする課題）
しかし、上記従来の埋設車庫ブロツクには、次
のような問題点があつた。(Problems to be Solved by the Invention) However, the conventional buried garage block described above has the following problems.
車庫ブロツク１の片面１ａ側に補強枠２を設け
ているため、該補強枠２の分だけ土地の有効利用
が防げられるものとなつている。 Since a reinforcing frame 2 is provided on one side 1a of the garage block 1, effective use of land can be prevented by the reinforcing frame 2.
又、補強枠２は車庫ブロツク１の他面１ｂに作
用する土圧Ｆを低減するものではないので、該土
圧Ｆの作用する他面１ｂは土圧Ｆに耐えるだけの
強度を持つていなければならず、その分厚い壁と
しなければならない。このため、高コストとなつ
てしまう。 Furthermore, since the reinforcing frame 2 does not reduce the earth pressure F acting on the other surface 1b of the garage block 1, the other surface 1b on which the earth pressure F acts must have enough strength to withstand the earth pressure F. Therefore, the walls must be thick. This results in high costs.
更に、補強枠２を設ける構造となつているの
で、その作業コストや材料コストも全体のコスト
を高くする要因となつている。 Furthermore, since the structure is such that the reinforcing frame 2 is provided, the work cost and material cost thereof are factors that increase the overall cost.
そこで、本発明の目的は、土圧自体を軽減して
壁の薄い構造物でも耐え得るようにしつつ、土地
の有効利用にも適し、更には低コストな埋設車庫
ブロツクに作用する土圧軽減構造を提供すること
にある。 Therefore, an object of the present invention is to provide an earth pressure reducing structure that reduces the earth pressure itself so that even structures with thin walls can withstand it, is suitable for effective land use, and is low-cost and works on buried garage blocks. Our goal is to provide the following.
（問題点を解決するための手段）
本発明の特徴とするところは、片面が外部に露
出し、他面が土中に埋設されて該他面に前記片面
へ向けての土圧が作用する車庫ブロツクにおい
て、前記他面と土との間に上部から下部へ向かう
にしたがつて幅の低減する合成樹脂の発泡ブロツ
クが介在されているところにある。(Means for Solving Problems) The present invention is characterized in that one side is exposed to the outside, the other side is buried in the soil, and earth pressure toward the one side acts on the other side. In the garage block, a foamed synthetic resin block whose width decreases from the top to the bottom is interposed between the other surface and the soil.
（作用）
本発明によると、車庫ブロツクの片面に作用す
る土圧が合成樹脂の発泡ブロツクによつて吸収さ
れ、低減されるものとなる。(Function) According to the present invention, the earth pressure acting on one side of the garage block is absorbed and reduced by the synthetic resin foam block.
（実施例）
以下に、本発明の実施例を第１図に基づいて説
明する。(Example) Hereinafter, an example of the present invention will be described based on FIG. 1.
第１図を参照して、車庫ブロツク１１は地中に
埋設されており、片面１１ａは外部に露出し、他
面１１ｂは地中に埋設されている。車庫ブロツク
１１の上面は整地され、家屋や庭が形成されるも
のとなつている。 Referring to FIG. 1, a garage block 11 is buried underground, with one side 11a exposed to the outside and the other side 11b buried underground. The upper surface of the garage block 11 is leveled to form a house and a garden.
本発明では、車庫ブロツクの他面１１ｂと土１
２との間に合成樹脂の発泡ブロツク１３が設けら
れている。この発泡ブロツク１３はその幅Ｈが上
部から下部へ向かうにしたがつて低減するような
構造となつている。 In the present invention, the other surface 11b of the garage block and the soil 1
A synthetic resin foam block 13 is provided between the two. This foam block 13 has a structure such that its width H decreases from the top to the bottom.
発泡ブロツク１３の端面１３ａには土圧が図の
Faのように作用しているが、この土圧Ｆ，ａは
発泡ブロツク１３で一部吸収され、車庫ブロツク
１１の他面１１ｂに作用する圧力Ｆ，ｂは前記土
圧Ｆ，ａよりも小さくなつている。 The earth pressure on the end face 13a of the foam block 13 is as shown in the figure.
However, this earth pressure F, a is partially absorbed by the foam block 13, and the pressure F, b acting on the other surface 11b of the garage block 11 is smaller than the earth pressure F, a. It's summery.
このため、車庫ブロツク１１の他面側に補強枠
を設ける必要もなく、更には車庫ブロツク自体の
体重を重くする必要もない。 Therefore, there is no need to provide a reinforcing frame on the other side of the garage block 11, and there is no need to increase the weight of the garage block itself.
（発明の効果）
車庫ブロツクの他面側に補強枠設ける必要がな
いので、土地の有効利用を図ることができるもの
となる。(Effects of the Invention) Since there is no need to provide a reinforcing frame on the other side of the garage block, the land can be used more effectively.
又、発泡ブロツクよつて土圧を吸収するので、
車庫ブロツクの壁厚を厚くする必要がなく、コス
ト低減となる。 Also, since the foam blocks absorb earth pressure,
There is no need to increase the wall thickness of the garage block, resulting in cost reduction.
更に、補強枠を設けたり、あるいは重量を重く
設計しする必要がないので、全体のコストが低下
するものとなる。 Furthermore, since there is no need to provide a reinforcing frame or a heavy design, the overall cost is reduced.
第１図は本発明の実施例を示す断面図であり、
第２図は従来公知の埋設車庫ブロツクを示す断面
図である。
１１：車庫ブロツク、１１ａ：片面、１１ｂ：
他面、１２：土、１３：発泡ブロツク、１３ａ：
端面、Ｆ，Ｆ，aFb：土圧、Ｈ：幅。
FIG. 1 is a sectional view showing an embodiment of the present invention,
FIG. 2 is a sectional view showing a conventionally known buried garage block. 11: Garage block, 11a: One side, 11b:
Other side, 12: Soil, 13: Foam block, 13a:
End face, F, F, aFb: earth pressure, H: width.
Claims (1)
て該他面に前記片面へ向けての土圧が作用する車
庫ブロツクにおいて、前記他面と土との間に上部
から下部へ向かうにしたがつて幅の低減する合成
樹脂の発泡ブロツクが介在されていることを特徴
とする合成樹脂の発泡ブロツクによる埋設車庫ブ
ロツクへの土圧軽減構造。1. In a garage block where one side is exposed to the outside and the other side is buried in the soil, and earth pressure is applied to the other side toward the one side, there is a gap between the other side and the soil from the top to the bottom. A structure for reducing earth pressure on a buried garage block using a foamed synthetic resin block, characterized in that a foamed synthetic resin block whose width decreases as the width increases.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18778186A JPS6344021A (en) | 1986-08-12 | 1986-08-12 | Earth pressure reducing construction with foamed block of synthetic resin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18778186A JPS6344021A (en) | 1986-08-12 | 1986-08-12 | Earth pressure reducing construction with foamed block of synthetic resin |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6344021A JPS6344021A (en) | 1988-02-25 |
| JPH0453214B2 true JPH0453214B2 (en) | 1992-08-26 |
Family
ID=16212107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18778186A Granted JPS6344021A (en) | 1986-08-12 | 1986-08-12 | Earth pressure reducing construction with foamed block of synthetic resin |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6344021A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0663269B2 (en) * | 1987-12-26 | 1994-08-22 | 日本鋼管株式会社 | Pipe burying method |
| 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 |
| JP4575945B2 (en) * | 2007-10-09 | 2010-11-04 | ダウ化工株式会社 | Embankment structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6245801A (en) * | 1985-08-24 | 1987-02-27 | 株式会社建設企画コンサルタント | Construction of structure by foamed resin block |
-
1986
- 1986-08-12 JP JP18778186A patent/JPS6344021A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6344021A (en) | 1988-02-25 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |