JPS57140422A - Compaction work for ground around pile - Google Patents
Compaction work for ground around pileInfo
- Publication number
- JPS57140422A JPS57140422A JP2588181A JP2588181A JPS57140422A JP S57140422 A JPS57140422 A JP S57140422A JP 2588181 A JP2588181 A JP 2588181A JP 2588181 A JP2588181 A JP 2588181A JP S57140422 A JPS57140422 A JP S57140422A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- sand
- excavated soil
- ground
- pressed
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
Abstract
PURPOSE:To form a highly compacted layer around a pile buried underground by a method in which an excavating blade is inclined backwards in relation to its rotation direction and the ground around the excavating blade is compacted. CONSTITUTION:When a rotation shaft 6 is turned in the arrow direction and a pile 4 is lowered by its own weight and the loader of an upper device while excavating the ground below the pile 4 by means of a rear plate 8 and an outer edge blade 9, a screw 15 is turned in the direction of holding down excavated soil and sand, the downward pressure of the screw 15 and the descending pressure of the pile 4 act on the excavated soil and sand, and the excavated soil and sand near the outer edge blade 9 becomes triaxially compressed state and pressed in the original ground region. On the other hand, the excavated soil and sand not pressed in the region goes up from the aperture between the surrounding ground of the pile 4 and the screw 15 and the soil and sand coming along the periphery of the pile 4 becomes densed structure and pressed on the periphery of the pile 4.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2588181A JPS57140422A (en) | 1981-02-21 | 1981-02-21 | Compaction work for ground around pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2588181A JPS57140422A (en) | 1981-02-21 | 1981-02-21 | Compaction work for ground around pile |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS57140422A true JPS57140422A (en) | 1982-08-31 |
Family
ID=12178119
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2588181A Pending JPS57140422A (en) | 1981-02-21 | 1981-02-21 | Compaction work for ground around pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57140422A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59173796U (en) * | 1983-05-02 | 1984-11-20 | 三谷セキサン株式会社 | Dab attachment device for forming pile holes |
-
1981
- 1981-02-21 JP JP2588181A patent/JPS57140422A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59173796U (en) * | 1983-05-02 | 1984-11-20 | 三谷セキサン株式会社 | Dab attachment device for forming pile holes |
JPS6335108Y2 (en) * | 1983-05-02 | 1988-09-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS57140422A (en) | Compaction work for ground around pile | |
EP0283286A3 (en) | Apparatus for removing a surface layer from the ground | |
AU560676B2 (en) | Bucket wheel loader | |
JPS5513338A (en) | Caison sinking method | |
GB2064622A (en) | Underspoil slurry haulage | |
JPS56142923A (en) | Construction of foundation pile and case auger used therefor | |
Weddle et al. | Dumps: A potential threat to our groundwater supplies | |
JPS5330143A (en) | Construction method of underground tanks | |
DE2967404D1 (en) | Method and apparatus for the accelerated consolidation of finegraded soils by charging a membrane | |
JPS5542927A (en) | Process and apparatus for driving sheet pine, pile, and the like | |
FR2414097A2 (en) | Mobile excavator for narrow trenches in ground - has excavating wheel and high speed wheel ejecting soil sideways | |
O'Leary et al. | Land disposal of solid wastes. | |
Bokuniewicz | Sand mining in New York Harbor. | |
SU794220A1 (en) | Method of technical recultivation of rock dumps | |
JPS5733623A (en) | Excavating device for undergound continuous wall | |
JPS5677431A (en) | Excavation work for steep slope | |
JP3331438B2 (en) | Earth removal suction nozzle | |
JPS54150693A (en) | Submarine cable burying machine with rotary tool | |
JPS6410825A (en) | Carrying out of excavated soil in compressed air caisson | |
AKOPOV | EXPERIENCE IN CONSTRUCTION OF POLYETHYLENE- CANALS | |
JPS5724721A (en) | Pressing-in method for large-calibred hollow pile | |
JPS56135620A (en) | Improvement of ground | |
JPS5542949A (en) | Construction process for underground column row wall | |
JPS57123308A (en) | Soil landing machine | |
JPS5777724A (en) | Underground excavation method for enlarging lower excavation part of ditch |