JPS56111728A - Constructing method for retaining wall - Google Patents

Constructing method for retaining wall

Info

Publication number
JPS56111728A
JPS56111728A JP1511080A JP1511080A JPS56111728A JP S56111728 A JPS56111728 A JP S56111728A JP 1511080 A JP1511080 A JP 1511080A JP 1511080 A JP1511080 A JP 1511080A JP S56111728 A JPS56111728 A JP S56111728A
Authority
JP
Japan
Prior art keywords
hollow tube
vertical hole
underground structure
retaining wall
end part
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.)
Granted
Application number
JP1511080A
Other languages
Japanese (ja)
Other versions
JPS619473B2 (en
Inventor
Yoshio Hashimoto
Kenji Sakai
Kaoru Tawaramoto
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.)
DENSHIN DENWA KOJI KYOKAI
DENSHIN DENWA KOUJI KIYOUKAI
Nippon Telegraph and Telephone Corp
Original Assignee
DENSHIN DENWA KOJI KYOKAI
DENSHIN DENWA KOUJI KIYOUKAI
Nippon Telegraph and Telephone Corp
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 DENSHIN DENWA KOJI KYOKAI, DENSHIN DENWA KOUJI KIYOUKAI, Nippon Telegraph and Telephone Corp filed Critical DENSHIN DENWA KOJI KYOKAI
Priority to JP1511080A priority Critical patent/JPS56111728A/en
Publication of JPS56111728A publication Critical patent/JPS56111728A/en
Publication of JPS619473B2 publication Critical patent/JPS619473B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE: To construct the retaining wall of a vertical hole safely and firmly by boring the hole down to the vicinity of an underground structure, filling the hole with stabilizing liquid, and inserting a hollow tube between the same and a wall surface in construction of the retaining wall of the vertical hole communicating the underground structure with the surface of the ground.
CONSTITUTION: The vertical hole 12 reaching the vicinity of the under-ground structure 11 such as a shield tunnel is bored and filled with stabilizing liquid. Into this vertical hole 12 the hollow tube 16 is inserted down to the back-filling material 13 of the underground structure 11, a retaining material 20 is driven between the outside surface of the lower end part of the hollow tube 12 and the inside wall of the lower end part of the vertical hole, next the stabilizing liquid inside the hollow tube 16 is removed, the bottom of the vertical hole 12 is excavated and thus the underground structure 11 and the inside of the hollow tube 16 are communicated with each other. A reinforced bar 17 is fitted to the lower end part of the hollow tube 16 and the retaining wall 19 connecting with the lining 18 of the shield segment 15 through the intermediary of the reinforced bar 17 is constructed from the inside of the hollow tube 16 to the underground structure 11.
COPYRIGHT: (C)1981,JPO&Japio
JP1511080A 1980-02-09 1980-02-09 Constructing method for retaining wall Granted JPS56111728A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1511080A JPS56111728A (en) 1980-02-09 1980-02-09 Constructing method for retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1511080A JPS56111728A (en) 1980-02-09 1980-02-09 Constructing method for retaining wall

Publications (2)

Publication Number Publication Date
JPS56111728A true JPS56111728A (en) 1981-09-03
JPS619473B2 JPS619473B2 (en) 1986-03-24

Family

ID=11879685

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1511080A Granted JPS56111728A (en) 1980-02-09 1980-02-09 Constructing method for retaining wall

Country Status (1)

Country Link
JP (1) JPS56111728A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0524607U (en) * 1991-09-06 1993-03-30 株式会社椿本チエイン First-in first-out storage rack
JPH05209417A (en) * 1992-01-29 1993-08-20 Kajima Corp Constructing manhole
JPH0821180A (en) * 1994-07-06 1996-01-23 Nippon Komushisu Kk Construction of shaft

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0524607U (en) * 1991-09-06 1993-03-30 株式会社椿本チエイン First-in first-out storage rack
JPH05209417A (en) * 1992-01-29 1993-08-20 Kajima Corp Constructing manhole
JPH0821180A (en) * 1994-07-06 1996-01-23 Nippon Komushisu Kk Construction of shaft

Also Published As

Publication number Publication date
JPS619473B2 (en) 1986-03-24

Similar Documents

Publication Publication Date Title
SE8502290D0 (en) SET AND DEVICE TO MAKE A BODY LIABILITY
JPS5532849A (en) Grouting method
FI861304A0 (en) FOERFARANDE FOER TILLREDNING AV EN ANLAEGGNING FOER FOERVARING AV RADIOAKTIVT AVFALL I BERG.
JPS56111728A (en) Constructing method for retaining wall
US4252474A (en) Stabilization of rock formations
EP0580264A1 (en) Method for providing deep partition walls in the ground and an excavating apparatus for use in this method
GB2010361A (en) Method and Apparatus for Producing Slit Walls in the Ground
JPS6490399A (en) Method of lining shield tunnel
FR2357721A1 (en) Geothermal well sinking system - inserts plastics tube into hole and fills up surrounding annular space inside walls
JPS6490391A (en) All casing excavator and method of construction thereof
JPS573915A (en) Method and apparatus for construction of reaction resistor body underground
JPS55161117A (en) Constructing method for underground continuous wall by precast concrete member
JPS5631926A (en) Water-stop protection for landslide
JPS56111727A (en) Driving method for retaining pile
JPS5771927A (en) Construction of underground columnar structure
JPS5781525A (en) Construction of underground continuous wall
JPS5516172A (en) Excavation work method and apparatus for preventing landslide at ditch scooping
JPS5781524A (en) Construction of underground continuous wall
IE57077B1 (en) A method of and apparatus for grouting
RU2021517C1 (en) Method for erection of wall of underground structure
SU853113A1 (en) Coal body consolidation method
SU1028777A1 (en) Method of erecting a wall in soil
RU97114511A (en) METHOD FOR CONSTRUCTING UNDERGROUND RESERVOIR IN SOIL
SU628228A1 (en) Injection soil anchor
JPS5631924A (en) Constructing method for water stop wall