JPH0351377Y2 - - Google Patents
Info
- Publication number
- JPH0351377Y2 JPH0351377Y2 JP18005386U JP18005386U JPH0351377Y2 JP H0351377 Y2 JPH0351377 Y2 JP H0351377Y2 JP 18005386 U JP18005386 U JP 18005386U JP 18005386 U JP18005386 U JP 18005386U JP H0351377 Y2 JPH0351377 Y2 JP H0351377Y2
- Authority
- JP
- Japan
- Prior art keywords
- bottom plate
- gutter
- retaining wall
- shaped retaining
- block
- 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
Links
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Retaining Walls (AREA)
- Road Paving Structures (AREA)
- Sewage (AREA)
Description
【考案の詳細な説明】
(A) 産業上の利用分野
この考案は山の法面を削つて道路を造成する際
の土留と側溝工事用のブロツクに関するものであ
る。[Detailed explanation of the invention] (A) Industrial application field This invention relates to blocks for earth retaining and side ditch construction when carving down mountain slopes to create roads.
(B) 従来の技術
従来は土留用の擁壁と側溝とを別々に打設した
り、現場で組立てるとか、ボルト締めを実施する
とか作業に手間を要し面倒であつた。(B) Conventional technology In the past, retaining walls and side ditches for retaining earth had to be cast separately, assembled on-site, and bolted, which was time-consuming and troublesome.
(C) 考案が解決しようとする問題点
本案はその欠点を除いて、現場作業に容易で、
かつ、堅牢な土留側溝ブロツクを開発しようとす
るものである。(C) Problems that the invention seeks to solve Except for its shortcomings, this invention is easy to work on site;
In addition, the aim is to develop a robust earth retaining gutter block.
(D) 問題を解決するための手段
今、その解決手段を図面を追いながら説明すれ
ば、
イ 施工する側溝の巾に合わせてL型擁壁1の底
板部2の上面に2本の溝4,5を凹設してお
き、作業現場においてこの溝4,5に底板なし
側溝6の垂直側壁7,8の各下部を篏入するよ
うに載せる。(D) Means to solve the problem Now, let me explain the solution while following the drawings: (a) Create two grooves 4 on the top surface of the bottom plate part 2 of the L-shaped retaining wall 1 to match the width of the gutter to be constructed. , 5 are recessed, and the lower portions of the vertical side walls 7, 8 of the side gutter 6 without a bottom plate are placed so as to fit into these grooves 4, 5 at the work site.
ロ その後L型擁壁1の底板部2の上面にコンク
リートを打設して固める。(b) Concrete is then poured onto the top surface of the bottom plate portion 2 of the L-shaped retaining wall 1 and hardened.
(E) 作用
本案は以上のような構成であるから、工事現場
でL型擁壁1と底板なし側溝6とを組合わせただ
けで、極めて容易に施工することができる。(E) Function Since the present invention has the above-described configuration, it can be constructed extremely easily at a construction site by simply combining the L-shaped retaining wall 1 and the gutter 6 without a bottom plate.
(F) 考案の効果 したがつて、 イ 現場作業が容易である。(F) Effect of invention Therefore, B. On-site work is easy.
ロ 側溝の巾及び高さに合わせて自由に組合わせ
施工できる。(b) Can be constructed in any combination according to the width and height of the gutter.
ハ 施工に際し山側背面堀削土量が少なくて済
む。C. During construction, the amount of soil excavated from the backside of the mountain can be reduced.
ニ L型擁壁1の垂直部3が布設後底板なし側溝
6、または、その上板部の一端6で固定される
ため、L型擁壁1の垂直部3の背面土圧が小と
なるため垂直部3の内厚を薄くし鉄筋量を少な
くできる。D. After installation, the vertical part 3 of the L-shaped retaining wall 1 is fixed by the gutter 6 without a bottom plate or one end 6 of its upper plate part, so the rear earth pressure of the vertical part 3 of the L-shaped retaining wall 1 is reduced. Therefore, the inner thickness of the vertical portion 3 can be made thinner and the amount of reinforcing bars can be reduced.
ホ L型擁壁1の底板部2に貫通した孔9を形成
した場合、打設したコンクリートによりL型擁
壁1と底板なし側溝とが一体的になり、組合せ
が強固となり、下方の土砂とも固着する。E. When a penetrating hole 9 is formed in the bottom plate part 2 of the L-shaped retaining wall 1, the L-shaped retaining wall 1 and the side gutter without a bottom plate become integrated with the poured concrete, and the combination becomes strong, and the soil and sand below stick.
第1図は本考案の部材である底板なし側溝の斜
視図、第2図は本考案の部材であるL型擁壁の斜
視図、第3図は本考案の斜視図、第4,第5図は
本考案の布設後の断面図、第6図はL型擁壁1の
底板部2に貫通した孔9を設けたものの斜視図、
第7図は第6図のL型擁壁1を使用した本考案に
コンクリートを打設した場合の説明図である。
1;L型擁壁、2;底板部、3;垂直部、4;
溝、5;溝、6;底板なし側溝、6′;6の上端
部、7;垂直側壁、8;垂直側壁、9;孔。
Fig. 1 is a perspective view of a side gutter without a bottom plate, which is a member of the present invention, Fig. 2 is a perspective view of an L-shaped retaining wall, which is a member of the present invention, Fig. 3 is a perspective view of the present invention, and Fig. 4 and 5 The figure is a cross-sectional view after installation of the present invention, and FIG. 6 is a perspective view of an L-shaped retaining wall 1 with a through hole 9 provided in the bottom plate part 2.
FIG. 7 is an explanatory diagram when concrete is poured into the present invention using the L-shaped retaining wall 1 shown in FIG. 6. 1; L-shaped retaining wall, 2; Bottom plate part, 3; Vertical part, 4;
Groove, 5; Groove, 6; Side groove without bottom plate, 6'; Upper end of 6, 7; Vertical side wall, 8; Vertical side wall, 9; Hole.
Claims (1)
2本の溝4,5を凹設する。 (ロ) 溝4はL型擁壁1の垂直部3の略直下に設
け、溝4と溝5の間隔は底板なし側溝6の垂
直側壁7,8間の間隔と同一とする。 (ハ) L型擁壁1の底板部2の溝4,5に底板な
し側溝6の垂直側壁7,8の各下部をそれぞ
れ篏入する。 以上の如く構成された組合せ土留側溝ブロツク 2 底板なし側溝6上板部の一端6′をL型擁壁
1の垂直部3に密着させるようにした実用新案
登録請求の範囲第1項記載の組合せ土留側溝ブ
ロツク 3 L型擁壁1の底板部2に凹設した溝4と溝5
との間に、貫通した孔9を形成した実用新案登
録請求の範囲第1項記載の組合せ土留側溝ブロ
ツク[Claims for Utility Model Registration] 1 (a) Two parallel grooves 4 and 5 are recessed in the upper surface of the bottom plate portion 2 of the L-shaped retaining wall 1. (b) The groove 4 is provided almost directly below the vertical portion 3 of the L-shaped retaining wall 1, and the distance between the groove 4 and the groove 5 is the same as the distance between the vertical side walls 7 and 8 of the side gutter 6 without a bottom plate. (c) Insert the lower parts of the vertical side walls 7 and 8 of the side gutter 6 without a bottom plate into the grooves 4 and 5 of the bottom plate part 2 of the L-shaped retaining wall 1, respectively. The combination earth retaining gutter block 2 constructed as described above.The combination according to claim 1 of the utility model registration claim, in which one end 6' of the upper plate part of the gutter 6 without a bottom plate is brought into close contact with the vertical part 3 of the L-shaped retaining wall 1. Earth retaining gutter block 3 Grooves 4 and 5 recessed in the bottom plate part 2 of the L-shaped retaining wall 1
A combination earth retaining gutter block according to claim 1 of the utility model registration claim, in which a penetrating hole 9 is formed between the block and the block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18005386U JPH0351377Y2 (en) | 1986-11-21 | 1986-11-21 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18005386U JPH0351377Y2 (en) | 1986-11-21 | 1986-11-21 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6386149U JPS6386149U (en) | 1988-06-06 |
| JPH0351377Y2 true JPH0351377Y2 (en) | 1991-11-05 |
Family
ID=31123660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18005386U Expired JPH0351377Y2 (en) | 1986-11-21 | 1986-11-21 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0351377Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101008421B1 (en) * | 2010-07-19 | 2011-01-14 | 소재철 | Non-point source control drainage system using independent drain pipe and drain |
-
1986
- 1986-11-21 JP JP18005386U patent/JPH0351377Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6386149U (en) | 1988-06-06 |
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