JPS57158427A - Forming method for combined pile - Google Patents
Forming method for combined pileInfo
- Publication number
- JPS57158427A JPS57158427A JP4462481A JP4462481A JPS57158427A JP S57158427 A JPS57158427 A JP S57158427A JP 4462481 A JP4462481 A JP 4462481A JP 4462481 A JP4462481 A JP 4462481A JP S57158427 A JPS57158427 A JP S57158427A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- post
- soil cement
- soil
- structural pile
- 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
- E02D5/50—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)
Abstract
PURPOSE:To build the titled combined pile economically by forming an ultra- large aperture soil cement post by kneading soil cement and excavated soil and inserting a structural pile into the soil cement post before the post is solidified. CONSTITUTION:Each rotary vertical shaft 10 is turned by means of an excavator respectively while a pit is excavated rotating or oscillating all the rotary vertical shafts 10 as one group, cement milk is injected simultaneously and kneaded with excavated soil, and the soil cement post 1 is formed. The structural pile 2 is inserted before the soil cement post 1 is solidified. When the lower end of the structural pile 2 reaches the bottom of the pit 5, the upper section of the structural pile 2 is given a shock, and the lower end of the structural pile is driven into the supporting ground 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4462481A JPS57158427A (en) | 1981-03-26 | 1981-03-26 | Forming method for combined pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4462481A JPS57158427A (en) | 1981-03-26 | 1981-03-26 | Forming method for combined pile |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS57158427A true JPS57158427A (en) | 1982-09-30 |
Family
ID=12696578
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4462481A Pending JPS57158427A (en) | 1981-03-26 | 1981-03-26 | Forming method for combined pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57158427A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5349810A (en) * | 1976-10-15 | 1978-05-06 | Kobe Steel Ltd | Foundation work for installing preemoulded pile on poor subsoil |
-
1981
- 1981-03-26 JP JP4462481A patent/JPS57158427A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5349810A (en) * | 1976-10-15 | 1978-05-06 | Kobe Steel Ltd | Foundation work for installing preemoulded pile on poor subsoil |
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