JPS5631926A - Water-stop protection for landslide - Google Patents

Water-stop protection for landslide

Info

Publication number
JPS5631926A
JPS5631926A JP10605879A JP10605879A JPS5631926A JP S5631926 A JPS5631926 A JP S5631926A JP 10605879 A JP10605879 A JP 10605879A JP 10605879 A JP10605879 A JP 10605879A JP S5631926 A JPS5631926 A JP S5631926A
Authority
JP
Japan
Prior art keywords
hole
iron
assembled body
stabilizing liquid
wall
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
JP10605879A
Other languages
Japanese (ja)
Inventor
Sachio Masuzawa
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.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi 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 Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP10605879A priority Critical patent/JPS5631926A/en
Publication of JPS5631926A publication Critical patent/JPS5631926A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE: To increase the strength against a earth-and-water pressure and raise a water stop property by arranging an iron-rod assembled body of space truss form and thus forming a continuous wall united with the set substance of a stabilizing liquid.
CONSTITUTION: A groove hole 10 is made in the ground, while the collapse of the wall of the hole being prevented through the filling thereof with a stabilizing liquid such as bentonite grout. Next, an iron-rod assembled body 12 of space truss form is inserted at certain intervals in the groove hole 10. The iron-rod assembled body 12 is an assembled body of space truss form prepared by joining many plane trusses into one body of required dimensions. The stabilizing liquid is set inside the hole, not being removed out of the hole 10. The set substance 26 of the stabilizing liquid thus formed is a consolidated substance which has non-waterpermeable property and can be excavated, and constitutes a continuous underground wall united with the iron-rod assembled body 12 within the groove hole 10. After that, the timbering consisting of waling 30 and strutting 32 being provided on one side of the underground wall 28, the pit excavation is performed, thereby a landslide protecting wall 34 is constructed.
COPYRIGHT: (C)1981,JPO&Japio
JP10605879A 1979-08-22 1979-08-22 Water-stop protection for landslide Pending JPS5631926A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10605879A JPS5631926A (en) 1979-08-22 1979-08-22 Water-stop protection for landslide

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10605879A JPS5631926A (en) 1979-08-22 1979-08-22 Water-stop protection for landslide

Publications (1)

Publication Number Publication Date
JPS5631926A true JPS5631926A (en) 1981-03-31

Family

ID=14424009

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10605879A Pending JPS5631926A (en) 1979-08-22 1979-08-22 Water-stop protection for landslide

Country Status (1)

Country Link
JP (1) JPS5631926A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100991750B1 (en) 2007-11-05 2010-11-03 이정락 truss panel for retaining wall concrete
CN106609508A (en) * 2015-10-22 2017-05-03 中铁十四局集团有限公司 Construction technology and construction method for large-particle-size pebble stratum super-deep foundation pit in strong water permeation environment of Yellow River flood plain
CN110030015A (en) * 2019-03-20 2019-07-19 中铁四局集团有限公司 A kind of control ultra-deep ventilating shaft strengthening control construction method
CN113529903A (en) * 2021-08-19 2021-10-22 广东省第四建筑工程有限公司 Construction method of middle inspection well by reverse construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100991750B1 (en) 2007-11-05 2010-11-03 이정락 truss panel for retaining wall concrete
CN106609508A (en) * 2015-10-22 2017-05-03 中铁十四局集团有限公司 Construction technology and construction method for large-particle-size pebble stratum super-deep foundation pit in strong water permeation environment of Yellow River flood plain
CN110030015A (en) * 2019-03-20 2019-07-19 中铁四局集团有限公司 A kind of control ultra-deep ventilating shaft strengthening control construction method
CN110030015B (en) * 2019-03-20 2020-07-10 中铁四局集团有限公司 Reinforcing control construction method for controlling ultra-deep air shaft
CN113529903A (en) * 2021-08-19 2021-10-22 广东省第四建筑工程有限公司 Construction method of middle inspection well by reverse construction method
CN113529903B (en) * 2021-08-19 2022-10-18 广东省第四建筑工程有限公司 Construction method of middle inspection well by reverse construction method

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