JPS5685021A - Driving method of pile - Google Patents
Driving method of pileInfo
- Publication number
- JPS5685021A JPS5685021A JP16390279A JP16390279A JPS5685021A JP S5685021 A JPS5685021 A JP S5685021A JP 16390279 A JP16390279 A JP 16390279A JP 16390279 A JP16390279 A JP 16390279A JP S5685021 A JPS5685021 A JP S5685021A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- auger screw
- excavation
- pit
- screw
- 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
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
PURPOSE: To prevent pollution, e.g., caused by the use of bentonite liquid, etc., in excavation by a method wherein after excavation by auger screw, residual soil in pit is recorvered and then a cement mortar, etc., is injected for foot protection.
CONSTITUTION: An excavator is installed, and then a steel pipe 2 and an auger screw having an auger head on its top are turned in mutually reverse directions by drivers 4 and 5 for excavation. Then, the auger screw 3 alone is drawn out leaving the steel pipe 2 underground and a bucket 6 is attached to the auger screw 3 to recover soil in the bottom of the excavated pit. Then, the auger screw 3 is pulled up while injecting a cement paste into the pipe 10 so as to fill the cement paste in the bottom of the pit. Then, a concrete pile is inserted into the steel pipe 2 and filling material piled up on the ground around the steel pipe 2 is filled into the aperture around the pile by means of the screw 1 synchronously with the pulling-up of the steel pipe 2.
COPYRIGHT: (C)1981,JPO&Japio
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16390279A JPS5685021A (en) | 1979-12-12 | 1979-12-12 | Driving method of pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16390279A JPS5685021A (en) | 1979-12-12 | 1979-12-12 | Driving method of pile |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5685021A true JPS5685021A (en) | 1981-07-10 |
Family
ID=15782990
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16390279A Pending JPS5685021A (en) | 1979-12-12 | 1979-12-12 | Driving method of pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5685021A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5697734A (en) * | 1993-07-05 | 1997-12-16 | Beheersmaatschappij Verstraeten B.V. | Method for forming a foundation pile in the ground utilizing a prefabricated pile shaft |
US5919005A (en) * | 1997-07-02 | 1999-07-06 | Integrated Stabilzation Technologies Inc. | Ground anchor device for penetrating an underground rock formation |
-
1979
- 1979-12-12 JP JP16390279A patent/JPS5685021A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5697734A (en) * | 1993-07-05 | 1997-12-16 | Beheersmaatschappij Verstraeten B.V. | Method for forming a foundation pile in the ground utilizing a prefabricated pile shaft |
US5919005A (en) * | 1997-07-02 | 1999-07-06 | Integrated Stabilzation Technologies Inc. | Ground anchor device for penetrating an underground rock formation |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1309909C (en) | Follow-up mud jacking rotary digging drilling hole bored concrete pile technology | |
ES442290A1 (en) | Pile splicing apparatus and method | |
CN103924987A (en) | SMW pile shielding portal waterproof structure and construction method thereof | |
CN208235525U (en) | A kind of multiple grouting device controlling soil deformation | |
CN203796288U (en) | Water seepage prevention structure used for shield entrance door employing SMW piles | |
JPS5685021A (en) | Driving method of pile | |
GB1308209A (en) | Method and apparatus for setting anchors in soil or rock | |
GB732494A (en) | Improvements in or relating to concrete and the like piles | |
CN208701724U (en) | A kind of GCL complex vertical mud antiseepage barrier | |
CN109537576A (en) | Diaphram wall chance alters the strong runoff solution cavity construction of Lian Shifu sand and a kind of continuous underground wall structure | |
JPS6417920A (en) | Construction of precast pile with bag | |
JPS55165317A (en) | Burying method for steel-pipe sheet pile | |
JPS63223215A (en) | In-situ concrete piling work | |
JPS5545910A (en) | Pile pulling method | |
GB496581A (en) | An improved method of driving tunnels under water or in water-bearing strata | |
JPS5766223A (en) | Deformation reduction work for landslide protection wall | |
JPS63304821A (en) | Construction work of underground continuous cut-off wall | |
JPH0434280A (en) | Method for removing underground buried object | |
JPS5733616A (en) | Forming method for steel pipe pile | |
JP2000170481A (en) | Method for constructing waste disposal plant | |
JPS57146833A (en) | Pressure-driving work of knotted pile | |
JP3074490B2 (en) | Starting the shield machine | |
JPS5670322A (en) | Construction of underground wall by column strip | |
JPH0442493B2 (en) | ||
JPS57174527A (en) | Construction of underground pile |