JP2006009881A - 管状体の埋設工法 - Google Patents
管状体の埋設工法 Download PDFInfo
- Publication number
- JP2006009881A JP2006009881A JP2004185832A JP2004185832A JP2006009881A JP 2006009881 A JP2006009881 A JP 2006009881A JP 2004185832 A JP2004185832 A JP 2004185832A JP 2004185832 A JP2004185832 A JP 2004185832A JP 2006009881 A JP2006009881 A JP 2006009881A
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- JP
- Japan
- Prior art keywords
- tubular body
- geogrid
- crushed stone
- groove
- soil material
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000004575 stone Substances 0.000 claims abstract description 28
- 239000002689 soil Substances 0.000 claims abstract description 23
- 238000009412 basement excavation Methods 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 15
- 238000010276 construction Methods 0.000 abstract description 6
- 239000002023 wood Substances 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 23
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- -1 polyethylene Polymers 0.000 description 2
- 229920000098 polyolefin Polymers 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Road Paving Structures (AREA)
Abstract
【解決手段】 本発明の管状体の埋設工法は、掘削溝内において、基礎地盤上及び溝側壁に沿ってジオグリッドをU字状に敷設し、その上に砕石層を設け、さらにその上に管状体を載置した後、土質材料を埋め戻すことによって行われる。
【選択図】 図3
Description
2 基礎地盤
3 ジオグリッド
31 ジオグリッド
32 ジオグリッド
4 側壁
5 砕石層
6 管状体
7 砂質層
8 砕石層
9 舗装層
10 舗装道路
11 仮留用杭
12 フック部
13 横筋
14 縦筋
21 矢板
22 砕石層
Claims (5)
- 掘削溝内において、基礎地盤上及び溝側壁に沿ってジオグリッドをU字状に敷設し、その上に砕石層を設け、さらにその上に管状体を載置した後、土質材料を埋め戻すことを特徴とする管状体の埋設工法。
- ジオグリッドの敷設を、管状体の長手方向に連続的に行なう請求項1記載の管状体の埋設工法。
- 土質材料として、管状体の上部高さまで砕石を使用する請求項1又は2記載の管状体の埋設工法。
- 掘削溝が、矢板が打ち込まれた地盤を掘削して形成されたものである請求項1〜3記載の管状体の埋設工法。
- 土質材料を埋め戻した後、矢板が引き抜かれることを特徴とする請求項4記載の管状体の埋設工法。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2004185832A JP4614217B2 (ja) | 2004-06-24 | 2004-06-24 | 管状体の埋設工法 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2004185832A JP4614217B2 (ja) | 2004-06-24 | 2004-06-24 | 管状体の埋設工法 |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2006009881A true JP2006009881A (ja) | 2006-01-12 |
JP4614217B2 JP4614217B2 (ja) | 2011-01-19 |
Family
ID=35777356
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2004185832A Expired - Fee Related JP4614217B2 (ja) | 2004-06-24 | 2004-06-24 | 管状体の埋設工法 |
Country Status (1)
Country | Link |
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JP (1) | JP4614217B2 (ja) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008267092A (ja) * | 2007-04-25 | 2008-11-06 | Fuji Sekkei Consulting Kk | リブ管の施工方法 |
CN109972659A (zh) * | 2019-04-09 | 2019-07-05 | 济南城建集团有限公司 | 一种新型市政检查井结构及施工方法 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105020474A (zh) * | 2015-07-28 | 2015-11-04 | 中铁城市规划设计研究院有限公司 | 一种管道过河加固结构 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05322069A (ja) * | 1992-05-22 | 1993-12-07 | Kajima Corp | 軟弱地盤における管埋設方法 |
JP2002004397A (ja) * | 2000-06-23 | 2002-01-09 | Kubota Corp | 管路施工方法 |
JP2002317430A (ja) * | 2001-04-20 | 2002-10-31 | Sekisui Plastics Co Ltd | 地中埋設物の埋設方法と埋設構造 |
-
2004
- 2004-06-24 JP JP2004185832A patent/JP4614217B2/ja not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05322069A (ja) * | 1992-05-22 | 1993-12-07 | Kajima Corp | 軟弱地盤における管埋設方法 |
JP2002004397A (ja) * | 2000-06-23 | 2002-01-09 | Kubota Corp | 管路施工方法 |
JP2002317430A (ja) * | 2001-04-20 | 2002-10-31 | Sekisui Plastics Co Ltd | 地中埋設物の埋設方法と埋設構造 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008267092A (ja) * | 2007-04-25 | 2008-11-06 | Fuji Sekkei Consulting Kk | リブ管の施工方法 |
JP4738378B2 (ja) * | 2007-04-25 | 2011-08-03 | 富二設計コンサルティング株式会社 | リブ管の施工方法 |
CN109972659A (zh) * | 2019-04-09 | 2019-07-05 | 济南城建集团有限公司 | 一种新型市政检查井结构及施工方法 |
CN109972659B (zh) * | 2019-04-09 | 2024-05-03 | 济南城建集团有限公司 | 一种新型市政检查井结构及施工方法 |
Also Published As
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JP4614217B2 (ja) | 2011-01-19 |
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