JPS57187420A - Driving method of pile - Google Patents
Driving method of pileInfo
- Publication number
- JPS57187420A JPS57187420A JP7036881A JP7036881A JPS57187420A JP S57187420 A JPS57187420 A JP S57187420A JP 7036881 A JP7036881 A JP 7036881A JP 7036881 A JP7036881 A JP 7036881A JP S57187420 A JPS57187420 A JP S57187420A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- pit
- tubular material
- stabilizing liquid
- aperture
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/50—Piles comprising both precast concrete portions and concrete portions cast in situ
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Abstract
PURPOSE:To set a pile under the ground without the need to drive it by a method in which a pit of a depth longer than the length of a pile is excavated undergound while filling it with a stabilizing liquid, a pile whose upper end is fitted with a pipe whose both ends are opened is iserted into the pit, a solid material is packed into the aperture between the pit and the pile, and the pipe is removed. CONSTITUTION:A pit 12 of a depth longer than the length of a pile a tubular material 10 is excavated underground while filling it with a stabilizing liquid. Then, the tubular material 10 whose upper end is liquid-tightly fitted with a both end-opened tubular material 14 is lifted by a wire 16 connected to a winch and lowered into the pit 12, the aperture between the wall of the pit 12 and the pile 10 is filled with a solid material, and then the tubular material 14 is removed. Thus, without the need to strike the tubular material 14, the upper end portion of the tubular material 10 is set at a given position below the ground's surface without the inflow of the stabilizing liquid into the tubular material 10.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7036881A JPS6054456B2 (en) | 1981-05-11 | 1981-05-11 | How to install piles |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7036881A JPS6054456B2 (en) | 1981-05-11 | 1981-05-11 | How to install piles |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57187420A true JPS57187420A (en) | 1982-11-18 |
JPS6054456B2 JPS6054456B2 (en) | 1985-11-30 |
Family
ID=13429421
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7036881A Expired JPS6054456B2 (en) | 1981-05-11 | 1981-05-11 | How to install piles |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6054456B2 (en) |
-
1981
- 1981-05-11 JP JP7036881A patent/JPS6054456B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6054456B2 (en) | 1985-11-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
GB1368895A (en) | Method for forming a body of concrete or similar material in the soil | |
JPS57187420A (en) | Driving method of pile | |
JPS57172039A (en) | Method and apparatus for placing under-water concrete | |
GB882085A (en) | Improvements in or relating to the production of concrete foundation piles | |
US3358458A (en) | Methods for installing nondisplacement sand drains | |
JPS5673722A (en) | Withdrawing work for existing hollow pile | |
JPS57116824A (en) | Sand drain and its formation | |
JPS579909A (en) | Construction for quay | |
JPS55161117A (en) | Constructing method for underground continuous wall by precast concrete member | |
JPS6439417A (en) | Execution method of foundation pile | |
JPS5721618A (en) | Construction of sand bag pile in soft ground under water | |
JPS6417920A (en) | Construction of precast pile with bag | |
US3137140A (en) | Pile structure | |
JPS5748018A (en) | Constructing method for pile foundation with underground wall | |
JPS579920A (en) | Extracting method for pile and equipment thereof | |
JPS56100924A (en) | Driving method of cast-in-place concrete pile | |
SU1182118A1 (en) | Soil anchor | |
JPS5532809A (en) | Pile foundation practice | |
JPS56135624A (en) | Construction of continuous underground wall | |
SU881254A1 (en) | Method of erecting cast-in-place pile in bulging soil | |
JPS5545910A (en) | Pile pulling method | |
JPS6483706A (en) | Flexible mound and its construction | |
JPS57108311A (en) | Steel sheet pile | |
JPS56111727A (en) | Driving method for retaining pile | |
JPS5733616A (en) | Forming method for steel pipe pile |