JPS6443611A - Cloth cylinder and formation of pile therewith - Google Patents
Cloth cylinder and formation of pile therewithInfo
- Publication number
- JPS6443611A JPS6443611A JP19831487A JP19831487A JPS6443611A JP S6443611 A JPS6443611 A JP S6443611A JP 19831487 A JP19831487 A JP 19831487A JP 19831487 A JP19831487 A JP 19831487A JP S6443611 A JPS6443611 A JP S6443611A
- Authority
- JP
- Japan
- Prior art keywords
- cylinder
- pile
- lengthwise direction
- slurry
- cloth cylinder
- 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
- 239000004744 fabric Substances 0.000 title abstract 4
- 230000015572 biosynthetic process Effects 0.000 title 1
- 239000002002 slurry Substances 0.000 abstract 3
- 101150054854 POU1F1 gene Proteins 0.000 abstract 2
- 238000009412 basement excavation Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
PURPOSE:To form a pile capable of having high bearing forces in a short curing time by a method in which a water-permeable cloth cylinder having a different (in lengthwise direction) lateral expandability is penetrated into the ground and a hydraulic slurry is injected into the cylinder. CONSTITUTION:An excavation pit 1 of less than a given diameter is formed beforehand having lateral expandability in lengthwise direction and a top-closed water-permeable cloth cylinder 2 is inserted into the pit 1. A hydraulic slurry 5 is injected under pressure into the cylinder 2 through its upper open end 4 and the excess water of the slurry 5 is removed through the cloth of the cylinder 2 to form a hardened hydraulic block 7. A foundation pile having a different (in lengthwise direction) cross sectional form can thus be obtained, giving high bearing forces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19831487A JPS6443611A (en) | 1987-08-10 | 1987-08-10 | Cloth cylinder and formation of pile therewith |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19831487A JPS6443611A (en) | 1987-08-10 | 1987-08-10 | Cloth cylinder and formation of pile therewith |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6443611A true JPS6443611A (en) | 1989-02-15 |
Family
ID=16389064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19831487A Pending JPS6443611A (en) | 1987-08-10 | 1987-08-10 | Cloth cylinder and formation of pile therewith |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6443611A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114875886A (en) * | 2022-06-09 | 2022-08-09 | 中国电建集团成都勘测设计研究院有限公司 | Construction method of expanding vibroflotation gravel pile |
-
1987
- 1987-08-10 JP JP19831487A patent/JPS6443611A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114875886A (en) * | 2022-06-09 | 2022-08-09 | 中国电建集团成都勘测设计研究院有限公司 | Construction method of expanding vibroflotation gravel pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JO1026B1 (en) | Precast concrete threaded pilings | |
| GB1476996A (en) | Composite piles for foundations of structures and a method for manufacturing the same | |
| RU2059044C1 (en) | Method for compacting dispersed soils | |
| JPS6443611A (en) | Cloth cylinder and formation of pile therewith | |
| JPS6436819A (en) | Filling and water-stop sealing member for soil and various sealing work therewith | |
| JPS6433315A (en) | Formation of hardened column using cloth cylinder under ground | |
| ATE113328T1 (en) | METHOD FOR PRODUCTION OF SUBSTRUCTURE ELEMENTS SUCH AS PILES, ANCHORS OR THE LIKE AND DEVICE FOR CARRYING OUT THESE METHOD. | |
| GB1391109A (en) | Method for producing pile or like structural columns in situ | |
| JPS641823A (en) | Consolidation of foundation | |
| ATE16296T1 (en) | PILES. | |
| JPS6436821A (en) | Construction of hardened column | |
| JPS6475713A (en) | Formation of hardened column using cylindrical bag in ground | |
| RU2141020C1 (en) | Process of deep compaction of soil | |
| JPS56128808A (en) | Depositing method of concrete in water | |
| JPS6417920A (en) | Construction of precast pile with bag | |
| JPS6429525A (en) | Precast concrete foundation material | |
| SU1619765A1 (en) | Method for ground consolidation | |
| JPS6483716A (en) | Foundation work for building | |
| SU1557272A1 (en) | Method of trenchless making of wells | |
| JPS5616727A (en) | Submarine anchor and method of producing the same | |
| JPS55116923A (en) | Method for construction of pile foundation | |
| GB1391040A (en) | Load-bearing piles of steelreinforced concrete | |
| JPS55138512A (en) | Method for construction of pc steel rod removal type earth anchor | |
| JPS5532809A (en) | Pile foundation practice | |
| JPS57174529A (en) | Structure of cylinder for underground pile |