JPS6397725A - Stabilization work of sheathing and retaining wall - Google Patents

Stabilization work of sheathing and retaining wall

Info

Publication number
JPS6397725A
JPS6397725A JP24265286A JP24265286A JPS6397725A JP S6397725 A JPS6397725 A JP S6397725A JP 24265286 A JP24265286 A JP 24265286A JP 24265286 A JP24265286 A JP 24265286A JP S6397725 A JPS6397725 A JP S6397725A
Authority
JP
Japan
Prior art keywords
retaining
piles
penetrated
ground
bracing
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
JP24265286A
Other languages
Japanese (ja)
Inventor
Mikio Komatsu
Original Assignee
Nippon Soiru Kogyo Kk
Mikio Komatsu
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 Nippon Soiru Kogyo Kk, Mikio Komatsu filed Critical Nippon Soiru Kogyo Kk
Priority to JP24265286A priority Critical patent/JPS6397725A/en
Publication of JPS6397725A publication Critical patent/JPS6397725A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To simplify the construction work by a method in which bracing piles are penetrated into the ground in front of a retaining wall, stay piles piercing the retaining wall are penetrated into the natural ground and their basal ends are fixed to the bracing piles, and concrete is placed to the front of the retaining wall to surround the bracing piles.
CONSTITUTION: Bore holes are drilled to a given depth in strong ground along the front of a retaining wall 2, and bracing piles 7 are penetrated into the bore holes. Cement mortar is packed to the lower part of the piles 7 in parallel with the front of the retaining wall 2 to form a foot protection part 8. A pit is then drilled through the wall 2 in the natural ground 1 until its tip reaches the ground 6, and a stay pile 9 is penetrated into the pit and fixed with cement 10 placed. The pile 9 is fixed to the piles 7, reinforcing bars 12 are set in the front of the wall 2, and concrete is placed to make up a new wall 13. Economical effect can thus be obtained by such a small-scale construction work.
COPYRIGHT: (C)1988,JPO&Japio
JP24265286A 1986-10-13 1986-10-13 Stabilization work of sheathing and retaining wall Pending JPS6397725A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24265286A JPS6397725A (en) 1986-10-13 1986-10-13 Stabilization work of sheathing and retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24265286A JPS6397725A (en) 1986-10-13 1986-10-13 Stabilization work of sheathing and retaining wall

Publications (1)

Publication Number Publication Date
JPS6397725A true JPS6397725A (en) 1988-04-28

Family

ID=17092230

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24265286A Pending JPS6397725A (en) 1986-10-13 1986-10-13 Stabilization work of sheathing and retaining wall

Country Status (1)

Country Link
JP (1) JPS6397725A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5113304A (en) * 1990-03-28 1992-05-12 Kabushiki Kaisha Toshiba Digital protective circuit breaker

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5113304A (en) * 1990-03-28 1992-05-12 Kabushiki Kaisha Toshiba Digital protective circuit breaker

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