JPS57174530A - Penetration of cylinder into ground - Google Patents
Penetration of cylinder into groundInfo
- Publication number
- JPS57174530A JPS57174530A JP6017381A JP6017381A JPS57174530A JP S57174530 A JPS57174530 A JP S57174530A JP 6017381 A JP6017381 A JP 6017381A JP 6017381 A JP6017381 A JP 6017381A JP S57174530 A JPS57174530 A JP S57174530A
- Authority
- JP
- Japan
- Prior art keywords
- cylinder
- ground
- earth auger
- auger
- sand
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
PURPOSE:To reduce the amount of soil and sand excavated by a method in which the outside diameter of an earth auger is made smaller than the inside diameter of a cylinder, and the excavated soil and sand by the earth auger is consolidated between the earth auger and the inner wall of the cylinder. CONSTITUTION:A cylinder 1 and an earth auger 3 whose outside diameter is 0.4-0.5 times the inside diameter of the cylinder 1 are both penetrated into the ground while being turned reversely to each other. The soil and sand excavated are consolidated between the earth auger 3 and the inner wall of the cylinder 1 and the tips of the cylinder 1 and the earth auger 3 are penetrated into a support layer A under the ground while avoiding the discharge of the excavated soil and sand to the ground's surface as much as possible. While pulling out the earth auger 3 by reversely turning it and also penetrating the cylinder 1 into the ground by turning it reversely to the auger 3, a solidifying agent a is injected from the central hole of the auger 3 into the ground and coagulated to construct a spherical footing B for an underground pile.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6017381A JPS57174530A (en) | 1981-04-20 | 1981-04-20 | Penetration of cylinder into ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6017381A JPS57174530A (en) | 1981-04-20 | 1981-04-20 | Penetration of cylinder into ground |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57174530A true JPS57174530A (en) | 1982-10-27 |
JPS614932B2 JPS614932B2 (en) | 1986-02-14 |
Family
ID=13134494
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6017381A Granted JPS57174530A (en) | 1981-04-20 | 1981-04-20 | Penetration of cylinder into ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57174530A (en) |
-
1981
- 1981-04-20 JP JP6017381A patent/JPS57174530A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS614932B2 (en) | 1986-02-14 |
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