JPS6443611A - Cloth cylinder and formation of pile therewith - Google Patents

Cloth cylinder and formation of pile therewith

Info

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
Application number
JP19831487A
Other languages
Japanese (ja)
Inventor
Nobutaka Miura
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP19831487A priority Critical patent/JPS6443611A/en
Publication of JPS6443611A publication Critical patent/JPS6443611A/en
Pending legal-status Critical Current

Links

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.
JP19831487A 1987-08-10 1987-08-10 Cloth cylinder and formation of pile therewith Pending JPS6443611A (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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

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