JPH03103535A - Countermeasure structure for liquefaction of building - Google Patents
Countermeasure structure for liquefaction of buildingInfo
- Publication number
- JPH03103535A JPH03103535A JP23881689A JP23881689A JPH03103535A JP H03103535 A JPH03103535 A JP H03103535A JP 23881689 A JP23881689 A JP 23881689A JP 23881689 A JP23881689 A JP 23881689A JP H03103535 A JPH03103535 A JP H03103535A
- Authority
- JP
- Japan
- Prior art keywords
- subsoil
- building
- underground
- steel pipes
- constructed
- 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
- 229910000831 Steel Inorganic materials 0.000 abstract 5
- 239000010959 steel Substances 0.000 abstract 5
- 239000004568 cement Substances 0.000 abstract 4
- 239000002689 soil Substances 0.000 abstract 3
- 238000010008 shearing Methods 0.000 abstract 1
Abstract
PURPOSE: To control a liquefied phenomenon and to stabilize the subsoil by loading a soil cement layer to the outside of an underground wall consisting of steel pipes driven up to a hard bed in the subsoil around a building and, at the same time, filling the insides of the steel pipes with cement.
CONSTITUTION: Steel pipes 8 are driven in succession up to a hard bed 4 in the subsoil 1 around a building 5 to be constructed, and an underground wall 7 used as a retaining wall is provided. After that, a soil cement layer 10 is loaded to the outside of the underground wall 7 and, at the same time, the inside of each steel pipe 18 is filled with soil cement 11. Then, a circumferential wall 14 of the building 5 constructed on the foundation piles 6 and the upper parts of the steel pipes 8 are held together as a unit through studs 14. The subsoil of the building 5 is separated from an outside liquefaction dangerous layer 3 through the underground wall 7, and the shearing deformation in the inside subsoil is prevented. According to the constitution, the constructed subsoil can be stabilized.
COPYRIGHT: (C)1991,JPO&Japio
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23881689A JPH089867B2 (en) | 1989-09-14 | 1989-09-14 | Liquefaction countermeasure structure for buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23881689A JPH089867B2 (en) | 1989-09-14 | 1989-09-14 | Liquefaction countermeasure structure for buildings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03103535A true JPH03103535A (en) | 1991-04-30 |
JPH089867B2 JPH089867B2 (en) | 1996-01-31 |
Family
ID=17035711
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23881689A Expired - Fee Related JPH089867B2 (en) | 1989-09-14 | 1989-09-14 | Liquefaction countermeasure structure for buildings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH089867B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1088586A (en) * | 1996-09-12 | 1998-04-07 | Tenox Corp | Method of constructing soil improving composite foundation and its foundation |
JP2007211542A (en) * | 2006-02-13 | 2007-08-23 | Mitsubishi Heavy Ind Ltd | Antiseismic structure of quaywall, and its construction method and device |
JP2007277831A (en) * | 2006-04-03 | 2007-10-25 | Ohbayashi Corp | Soil cement wall and foundation structure |
JP2013155560A (en) * | 2012-01-31 | 2013-08-15 | Shimizu Corp | Liquefaction damage reduction structure for structure |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104234080B (en) * | 2014-09-15 | 2016-08-24 | 上海市政工程设计研究总院(集团)有限公司 | For preventing the underground pipe gallery structure deformed in high water level liquefaction site |
-
1989
- 1989-09-14 JP JP23881689A patent/JPH089867B2/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1088586A (en) * | 1996-09-12 | 1998-04-07 | Tenox Corp | Method of constructing soil improving composite foundation and its foundation |
JP2007211542A (en) * | 2006-02-13 | 2007-08-23 | Mitsubishi Heavy Ind Ltd | Antiseismic structure of quaywall, and its construction method and device |
JP2007277831A (en) * | 2006-04-03 | 2007-10-25 | Ohbayashi Corp | Soil cement wall and foundation structure |
JP2013155560A (en) * | 2012-01-31 | 2013-08-15 | Shimizu Corp | Liquefaction damage reduction structure for structure |
Also Published As
Publication number | Publication date |
---|---|
JPH089867B2 (en) | 1996-01-31 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |