JPS6466314A - Construction of building with underground floor - Google Patents
Construction of building with underground floorInfo
- Publication number
- JPS6466314A JPS6466314A JP62222185A JP22218587A JPS6466314A JP S6466314 A JPS6466314 A JP S6466314A JP 62222185 A JP62222185 A JP 62222185A JP 22218587 A JP22218587 A JP 22218587A JP S6466314 A JPS6466314 A JP S6466314A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- sheathing
- column
- piles
- main
- 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
- 238000010276 construction Methods 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 238000009412 basement excavation Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 239000002689 soil Substances 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
PURPOSE:To eliminate the need for foundation beam of great bearing forces by a method in which a main pile is set on the position of a column-line sheathing and used for sheathing in such a way that eccentric moment due to the deviation between the column center and the pile center is reduced. CONSTITUTION:Soil piles 1 are constructed to a deeper position than the final excavation bottom of an underground floor on the peripheral side of a construction site of building. A main pile A serving as sheathing, consisting of a steel tubular pile 2 of a length L similar to the pile 1 as an upper pile A1 and a PHC pile 3 as a lower pile A2 is set until the tip of the pile A2 reaches the bearing layer 4. A column-line sheathing B is consisting of the piles 1 between the main piles A is constructed, the inside ground of the sheathing B is excavated to construct an underground floor and also a terrestrial floor above the sheathing B. The need for foundation beam of great bearing force can thus be eliminated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62222185A JPS6466314A (en) | 1987-09-03 | 1987-09-03 | Construction of building with underground floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62222185A JPS6466314A (en) | 1987-09-03 | 1987-09-03 | Construction of building with underground floor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6466314A true JPS6466314A (en) | 1989-03-13 |
| JPH05484B2 JPH05484B2 (en) | 1993-01-06 |
Family
ID=16778490
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62222185A Granted JPS6466314A (en) | 1987-09-03 | 1987-09-03 | Construction of building with underground floor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6466314A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014181545A (en) * | 2013-03-21 | 2014-09-29 | Shimizu Corp | Underground structure of building |
| CN113216161A (en) * | 2021-06-17 | 2021-08-06 | 中国五冶集团有限公司 | Cover plate for sealing pile hole |
-
1987
- 1987-09-03 JP JP62222185A patent/JPS6466314A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014181545A (en) * | 2013-03-21 | 2014-09-29 | Shimizu Corp | Underground structure of building |
| CN113216161A (en) * | 2021-06-17 | 2021-08-06 | 中国五冶集团有限公司 | Cover plate for sealing pile hole |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05484B2 (en) | 1993-01-06 |
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