JPS5792212A - Reinforcing work for natural ground - Google Patents

Reinforcing work for natural ground

Info

Publication number
JPS5792212A
JPS5792212A JP16726580A JP16726580A JPS5792212A JP S5792212 A JPS5792212 A JP S5792212A JP 16726580 A JP16726580 A JP 16726580A JP 16726580 A JP16726580 A JP 16726580A JP S5792212 A JPS5792212 A JP S5792212A
Authority
JP
Japan
Prior art keywords
sheath
tensile reinforcing
natural ground
filler
polyethylene
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
JP16726580A
Other languages
Japanese (ja)
Inventor
Kunimitsu Yamada
Hidenori Kodera
Koji Kawasaki
Tetsuo Toyokawa
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.)
Taisei Corp
Tokyo Rope Manufacturing Co Ltd
Tokyo Seiko Co Ltd
Original Assignee
Taisei Corp
Tokyo Rope Manufacturing Co Ltd
Tokyo Seiko 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 Taisei Corp, Tokyo Rope Manufacturing Co Ltd, Tokyo Seiko Co Ltd filed Critical Taisei Corp
Priority to JP16726580A priority Critical patent/JPS5792212A/en
Publication of JPS5792212A publication Critical patent/JPS5792212A/en
Pending legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE: To keep the strength of a tensile reinforcing member to a semipermanent extent by a method in which a sheath of an uneven-surfaced polyethylene, etc., is driven underground, a tensile reinforcing member is inserted into the sheath, and a filler is stuffed inside and outside of the sheath.
CONSTITUTION: A bore hole is formed underground and then a casing 1 is driven into the bore hole. Then, an unevenly surfaced (or corrugated) sheath 2 of rigid vinyl chloride, polyethylene, or a rust-proof steel material is inserted into the casing 1, and a tensile reinforcing material 4 with a spacer 3 is inserted into the center of the sheath 2. And, a filler 8 is injected throug a hose 7 into the sheath 2 while using a packer 5.
COPYRIGHT: (C)1982,JPO&Japio
JP16726580A 1980-11-27 1980-11-27 Reinforcing work for natural ground Pending JPS5792212A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16726580A JPS5792212A (en) 1980-11-27 1980-11-27 Reinforcing work for natural ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16726580A JPS5792212A (en) 1980-11-27 1980-11-27 Reinforcing work for natural ground

Publications (1)

Publication Number Publication Date
JPS5792212A true JPS5792212A (en) 1982-06-08

Family

ID=15846524

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16726580A Pending JPS5792212A (en) 1980-11-27 1980-11-27 Reinforcing work for natural ground

Country Status (1)

Country Link
JP (1) JPS5792212A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57112513A (en) * 1980-12-26 1982-07-13 Tenotsukusu:Kk Construction of foundation pile for ground improvement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57112513A (en) * 1980-12-26 1982-07-13 Tenotsukusu:Kk Construction of foundation pile for ground improvement

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