JPS6311716A - Construction of pile - Google Patents
Construction of pileInfo
- Publication number
- JPS6311716A JPS6311716A JP15462186A JP15462186A JPS6311716A JP S6311716 A JPS6311716 A JP S6311716A JP 15462186 A JP15462186 A JP 15462186A JP 15462186 A JP15462186 A JP 15462186A JP S6311716 A JPS6311716 A JP S6311716A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- hammer
- ground
- concrete
- struck
- 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
- 238000010276 construction Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 abstract 2
- 239000010959 steel Substances 0.000 abstract 2
Abstract
PURPOSE: To form a pile foundation having high bearing forces without noise by a method in which a pile consisting of an upper steel tubular pile and a lower concrete pile is penetrated into the ground, and the lower pile is struck by a hammer inserted into the upper pile.
CONSTITUTION: An upper steel tubular pile 6a and a lower concrete pile 6b are vertically connected with each other to form a pile 6. An earth auger is inserted into the pile 6 to drive the pile 6 to a given depth into the ground. A hammer 10 is inserted into the pile 6a, a sound-proof cover 15 is put on the upper end opening of the pile 6a, and the upper end of the pile 6b is struck by the hammer 10 to penetrate the lower end of the pile 6b into the bearing ground. The hammer 10 is removed, and concrete 16 is placed into the pile 6a as needed. The pile foundation having great bearing capacity can thus be formed without noise pollution.
COPYRIGHT: (C)1988,JPO&Japio
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15462186A JPS6311716A (en) | 1986-07-01 | 1986-07-01 | Construction of pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15462186A JPS6311716A (en) | 1986-07-01 | 1986-07-01 | Construction of pile |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6311716A true JPS6311716A (en) | 1988-01-19 |
Family
ID=15588183
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15462186A Pending JPS6311716A (en) | 1986-07-01 | 1986-07-01 | Construction of pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6311716A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102392447A (en) * | 2011-09-19 | 2012-03-28 | 苏州予力再生建材有限公司 | Given force variable stiffness discrete material pile ramming and expanding machine and application thereof |
CN103821146A (en) * | 2014-02-12 | 2014-05-28 | 杭州建工集团有限责任公司 | Pile detonating and cutting construction process for PC (prestressed concrete) tubular piles |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5262914A (en) * | 1975-11-17 | 1977-05-24 | Nippon Concrete Ind Co Ltd | Execution method of piles |
JPS57193622A (en) * | 1981-05-22 | 1982-11-29 | Kubota Ltd | Driving method of composite pile and used composite pile therefor |
-
1986
- 1986-07-01 JP JP15462186A patent/JPS6311716A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5262914A (en) * | 1975-11-17 | 1977-05-24 | Nippon Concrete Ind Co Ltd | Execution method of piles |
JPS57193622A (en) * | 1981-05-22 | 1982-11-29 | Kubota Ltd | Driving method of composite pile and used composite pile therefor |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102392447A (en) * | 2011-09-19 | 2012-03-28 | 苏州予力再生建材有限公司 | Given force variable stiffness discrete material pile ramming and expanding machine and application thereof |
CN103821146A (en) * | 2014-02-12 | 2014-05-28 | 杭州建工集团有限责任公司 | Pile detonating and cutting construction process for PC (prestressed concrete) tubular piles |
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