JP2001248135A5 - - Google Patents
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- JP2001248135A5 JP2001248135A5 JP2000059172A JP2000059172A JP2001248135A5 JP 2001248135 A5 JP2001248135 A5 JP 2001248135A5 JP 2000059172 A JP2000059172 A JP 2000059172A JP 2000059172 A JP2000059172 A JP 2000059172A JP 2001248135 A5 JP2001248135 A5 JP 2001248135A5
- Authority
- JP
- Japan
- Prior art keywords
- steel sheet
- jacket structure
- earth pressure
- legs
- earth
- 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.)
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Description
【００１０】
【課題を解決するための手段】
本発明は、土留壁とその土留壁を支えるジャケット構造物を一体化し、及び／又は、土留壁の土圧に対する耐力向上を実現することで、上記課題を解決したのである。
すなわち、本発明は、陸地の水際に埋設され、土圧を受ける少なくとも２列に並列したレグと土留壁として設置される鋼矢板からなるジャケット構造物において、土留壁とその土留壁を支えるジャケット構造物を一体化したことを特徴とするジャケット構造物によって上記課題を解決した。
又、複数の前記鋼矢板を、土圧を凹状に受けるように連結して配置して、土圧を鋼矢板セルのフープテンションとして支持するようにした。
又、前記一体化を、土圧を受ける側の列のレグと土留壁とが係着する一体化とした。
本発明は、又、陸地の水際に埋設され、土圧を受ける少なくとも２列に並列したレグと土留壁として設置される鋼矢板からなるジャケット構造物において、複数の前記鋼矢板を、土圧を凹状に受けるように連結して配置して、土圧を鋼矢板セルのフープテンションとして支持するようにしたことを特徴とするジャケット構造物によって上記課題を解決した。
又、前記の並列したレグの内、土圧を受ける側の列のレグにそれぞれ１つまたは２つの嵌合用仕口を係着し、隣接するレグの該嵌合用仕口間に、土圧を凹状に受けるように複数の鋼矢板を連結して配置した。 [0010]
[Means for Solving the Problems]
The present invention solves the above-mentioned problems by unifying the earth retaining wall and the jacket structure supporting the earth retaining wall and / or realizing the improvement of the resistance to the earth pressure of the earth retaining wall.
That is, the present invention is embedded in the waterside land, in a jacket structure consisting of steel sheet pile to be installed even without least that receives the earth pressure as juxtaposed leg and earth retaining wall in two rows, the earth retaining wall and the earth retaining wall The above problems are solved by a jacket structure characterized by integrating a supporting jacket structure .
Further, a plurality of the steel sheet piles are connected and disposed so as to receive the earth pressure in a concave manner, and the earth pressure is supported as a hoop tension of the steel sheet pile cell.
Further, the integration is performed such that the legs of the row receiving the earth pressure and the retaining wall are engaged.
The present invention also relates to a jacket structure comprising steel sheet piles embedded as land walls, and at least two rows of parallel legs receiving soil pressure and installed as earth retaining walls, wherein the plurality of steel sheet piles are The above problem is solved by the jacket structure characterized in that the earth pressure is supported as the hoop tension of the steel sheet pile cell by being connected and arranged to be received concavely.
Also, of the juxtaposed legs, one or two fitting connections are respectively attached to the row legs receiving the earth pressure, and the earth pressure is applied between the connection connections of the adjacent legs. A plurality of steel sheet piles were connected and arranged to be received concavely.
Claims (6)
土留壁とその土留壁を支えるジャケット構造物を一体化したことを特徴とするジャケット構造物。Embedded in waterside land, in a jacket structure consisting of steel sheet pile to be installed even without least that receives the earth pressure as juxtaposed leg and earth retaining wall in two rows,
A jacket structure characterized by integrating a soil retaining wall and a jacket structure supporting the soil retaining wall .
複数の前記鋼矢板を、土圧を凹状に受けるように連結して配置して、土圧を鋼矢板セルのフープテンションとして支持するようにしたことを特徴とするジャケット構造物。A jacket structure characterized in that a plurality of the steel sheet piles are connected and disposed so as to receive earth pressure concavely to support the earth pressure as a hoop tension of the steel sheet pile cell.
隣接するレグの該嵌合用仕口間に、土圧を凹状に受けるように複数の鋼矢板を連結して配置したことを特徴とする請求項１乃至４のいずれかに記載のジャケット構造物。The jacket structure according to any one of claims 1 to 4, wherein a plurality of steel sheet piles are connected and arranged so as to receive earth pressure concavely between the fitting connections of adjacent legs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000059172A JP3799939B2 (en) | 2000-03-03 | 2000-03-03 | Jacket structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000059172A JP3799939B2 (en) | 2000-03-03 | 2000-03-03 | Jacket structure |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| JP2001248135A JP2001248135A (en) | 2001-09-14 |
| JP2001248135A5 true JP2001248135A5 (en) | 2004-10-28 |
| JP3799939B2 JP3799939B2 (en) | 2006-07-19 |
Family
ID=18579666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000059172A Expired - Lifetime JP3799939B2 (en) | 2000-03-03 | 2000-03-03 | Jacket structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3799939B2 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4069004B2 (en) * | 2003-04-09 | 2008-03-26 | 新日本製鐵株式会社 | Revetment structure |
| JP4229056B2 (en) * | 2003-12-12 | 2009-02-25 | Ｊｆｅエンジニアリング株式会社 | External pressure resistance structure and construction method thereof |
| JP4800716B2 (en) * | 2005-09-12 | 2011-10-26 | 株式会社間組 | Artificial ground |
| JP4799092B2 (en) * | 2005-09-12 | 2011-10-19 | 鹿島建設株式会社 | Water structure, construction method of water structure |
| JP6143509B2 (en) * | 2013-03-21 | 2017-06-07 | 五洋建設株式会社 | Anti earth pressure structure for quay and revetment |
| CN106939580B (en) * | 2017-02-28 | 2019-07-12 | 河海大学 | A kind of pipe laying type permeable spur that interlocks |
| CN106939579B (en) * | 2017-02-28 | 2019-07-12 | 河海大学 | A kind of parallel pipe laying type permeable spur |
| JP2020076285A (en) * | 2018-11-02 | 2020-05-21 | 日本製鉄株式会社 | Quay wall structure and construction method for quay wall structure |
-
2000
- 2000-03-03 JP JP2000059172A patent/JP3799939B2/en not_active Expired - Lifetime
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