JPS5766223A - Deformation reduction work for landslide protection wall - Google Patents

Deformation reduction work for landslide protection wall

Info

Publication number
JPS5766223A
JPS5766223A JP14031180A JP14031180A JPS5766223A JP S5766223 A JPS5766223 A JP S5766223A JP 14031180 A JP14031180 A JP 14031180A JP 14031180 A JP14031180 A JP 14031180A JP S5766223 A JPS5766223 A JP S5766223A
Authority
JP
Japan
Prior art keywords
protection wall
wire member
ground
wire
steel 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
Application number
JP14031180A
Other languages
Japanese (ja)
Inventor
Mitsuhiro Kunito
Shogo Tani
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.)
ASUKU KENKYUSHO KK
Ask Kenkyusho KK
Original Assignee
ASUKU KENKYUSHO KK
Ask Kenkyusho KK
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 ASUKU KENKYUSHO KK, Ask Kenkyusho KK filed Critical ASUKU KENKYUSHO KK
Priority to JP14031180A priority Critical patent/JPS5766223A/en
Publication of JPS5766223A publication Critical patent/JPS5766223A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To raise the withstand strength of land slide protection wall by a method in which a steel pile provided with an arched wire is drive into the protection wall, and then a tension is applied to the wire member by tensing a steel wire inside the wire member in such a way as to give a stress warping toward unexcavated ground side to the steel pile.
CONSTITUTION: A pit 13 is excavated underground, a foot-protecting liquid A is injected, and then a filler liquid b is injected to the upper portion of the pit 13 to form a protection wall 5. Before hardening the protection wall 5, a steel pile 4 provided with an arched wire member 3 is driven into the protection wall 5, the central part of the wire member 3 is turned toward the ground 6 side to be excavated, and the upper and lower parts of the wire member 3 are turned toward unexcavated ground 7 side. After the protection wall 5 has hardened, a head joint concrete is placed to form a wale 15 with a head joint 14 in order to prevent the movement of the head portion. And, the upper part of a steel wire inside the wire member 3 is pulled by jack, etc., in such a way as to give a stress warping toward the unexcavated ground 7 side to the steel pile 4. Under the condition, the ground 6 is excavated.
COPYRIGHT: (C)1982,JPO&Japio
JP14031180A 1980-10-06 1980-10-06 Deformation reduction work for landslide protection wall Pending JPS5766223A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14031180A JPS5766223A (en) 1980-10-06 1980-10-06 Deformation reduction work for landslide protection wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14031180A JPS5766223A (en) 1980-10-06 1980-10-06 Deformation reduction work for landslide protection wall

Publications (1)

Publication Number Publication Date
JPS5766223A true JPS5766223A (en) 1982-04-22

Family

ID=15265839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14031180A Pending JPS5766223A (en) 1980-10-06 1980-10-06 Deformation reduction work for landslide protection wall

Country Status (1)

Country Link
JP (1) JPS5766223A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59109615A (en) * 1982-12-15 1984-06-25 Takenaka Komuten Co Ltd Construction work of continuous underground sheathing wall
JPH0734449A (en) * 1993-07-16 1995-02-03 Kajima Corp Self standing type landslide protection wall construction method
JP2012188923A (en) * 2012-05-14 2012-10-04 Nippon Steel Corp Earth retaining wall reinforcing structure and method
US10208653B2 (en) 2015-12-14 2019-02-19 Caterpillar Energy Solutions Gmbh Pre-chamber of an internal combustion engine

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59109615A (en) * 1982-12-15 1984-06-25 Takenaka Komuten Co Ltd Construction work of continuous underground sheathing wall
JPH0734449A (en) * 1993-07-16 1995-02-03 Kajima Corp Self standing type landslide protection wall construction method
JP2012188923A (en) * 2012-05-14 2012-10-04 Nippon Steel Corp Earth retaining wall reinforcing structure and method
US10208653B2 (en) 2015-12-14 2019-02-19 Caterpillar Energy Solutions Gmbh Pre-chamber of an internal combustion engine

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