JPS5616734A - Construction of multistoried building employing hinge base topographic feature on alluvium deposit subsoil - Google Patents
Construction of multistoried building employing hinge base topographic feature on alluvium deposit subsoilInfo
- Publication number
- JPS5616734A JPS5616734A JP9310379A JP9310379A JPS5616734A JP S5616734 A JPS5616734 A JP S5616734A JP 9310379 A JP9310379 A JP 9310379A JP 9310379 A JP9310379 A JP 9310379A JP S5616734 A JPS5616734 A JP S5616734A
- Authority
- JP
- Japan
- Prior art keywords
- pillar
- steel pipe
- steel
- pile
- hinge
- 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.)
- Pending
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
PURPOSE: To enable to build a rigid plate on the floors above the ground employing a steel pipe pillar prior to the formation of the foundamental topographic features so that a hinge foundation is formed on the steel pillar base projecting from the surface of the plate to receive the hinge terminal of the pillar base for the floors above the ground.
CONSTITUTION: The working subsurface 1 is formed within the site of the sheathing steel sheet pile S. The steel pile P is erected through the eccentricity preventor g having the pillar core fixed thereon and then, pressed down discharging sand and soil in the pipe. Subsequently, the steel pipe pillar C is joined thereon. The steel pipe pile is driven down to the gravel layer 6 and then, the steel pipe pillar C thus driven is cut so flush at the beam forming portion of the first floor that the beam receiving connection B is mounted thereon. After the hinge carrier 5 is mounted to receive the hinge terminal 4, concrete is cast to form a steel pipe-concrete compound pillar. Thereafter, the floor is formed supported by the sheathing steel pile S and the steel pipe pillar piles P,C. The construction is performed for the basement and floors above the ground with said floor as the working base.
COPYRIGHT: (C)1981,JPO&Japio
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9310379A JPS5616734A (en) | 1979-07-21 | 1979-07-21 | Construction of multistoried building employing hinge base topographic feature on alluvium deposit subsoil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9310379A JPS5616734A (en) | 1979-07-21 | 1979-07-21 | Construction of multistoried building employing hinge base topographic feature on alluvium deposit subsoil |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS5616734A true JPS5616734A (en) | 1981-02-18 |
Family
ID=14073180
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9310379A Pending JPS5616734A (en) | 1979-07-21 | 1979-07-21 | Construction of multistoried building employing hinge base topographic feature on alluvium deposit subsoil |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5616734A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10299019A (en) * | 1997-04-28 | 1998-11-10 | Ohbayashi Corp | Joining method for permanent sub-structural column and main steel in inverted construction method |
| CN109826190A (en) * | 2019-02-15 | 2019-05-31 | 深圳市市政工程总公司 | The construction method of pile integral structure |
-
1979
- 1979-07-21 JP JP9310379A patent/JPS5616734A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10299019A (en) * | 1997-04-28 | 1998-11-10 | Ohbayashi Corp | Joining method for permanent sub-structural column and main steel in inverted construction method |
| CN109826190A (en) * | 2019-02-15 | 2019-05-31 | 深圳市市政工程总公司 | The construction method of pile integral structure |
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