JPS6483799A - Method of constructing underground space - Google Patents

Method of constructing underground space

Info

Publication number
JPS6483799A
JPS6483799A JP62239873A JP23987387A JPS6483799A JP S6483799 A JPS6483799 A JP S6483799A JP 62239873 A JP62239873 A JP 62239873A JP 23987387 A JP23987387 A JP 23987387A JP S6483799 A JPS6483799 A JP S6483799A
Authority
JP
Japan
Prior art keywords
cavity
wall
concrete
underground continuous
continuous walls
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
JP62239873A
Other languages
Japanese (ja)
Other versions
JP2554507B2 (en
Inventor
Tsugio Takebayashi
Junji Sasaki
Hiroyuki Kawaguchi
Masayoshi Akata
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP62239873A priority Critical patent/JP2554507B2/en
Publication of JPS6483799A publication Critical patent/JPS6483799A/en
Application granted granted Critical
Publication of JP2554507B2 publication Critical patent/JP2554507B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE: To effectively prevent loosening of the ground during excavation by providing underground continuous walls, providing a cavity therebetween, and providing an arched concrete wall and a concrete bottom board in the cavity. CONSTITUTION: A pair of underground continuous walls 1, 1 in parallel, opposite relationship to each other with the one wall 1 spaced a predetermined distance from the other wall 1 are constructed. A vertical shaft is excavated in a predetermined position between the underground continuous walls 1, 1 to provide a cavity. An arched concrete wall 2 and a concrete bottom board 3 which connect the underground continuous walls 1, 1 together are provided respectively at the top and bottom of the cavity. An underground space A is covered on its inner surface with the concrete wall 2, the concrete bottom board 3, and side walls 4 and a generally horizontal middle slab 5 is provided in the middle of the height of the underground space A.
JP62239873A 1987-09-24 1987-09-24 Underground space construction method Expired - Fee Related JP2554507B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62239873A JP2554507B2 (en) 1987-09-24 1987-09-24 Underground space construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62239873A JP2554507B2 (en) 1987-09-24 1987-09-24 Underground space construction method

Publications (2)

Publication Number Publication Date
JPS6483799A true JPS6483799A (en) 1989-03-29
JP2554507B2 JP2554507B2 (en) 1996-11-13

Family

ID=17051149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62239873A Expired - Fee Related JP2554507B2 (en) 1987-09-24 1987-09-24 Underground space construction method

Country Status (1)

Country Link
JP (1) JP2554507B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0313691A (en) * 1989-06-08 1991-01-22 Taisei Corp Construction method for underground tunnel
JPH0510084A (en) * 1991-07-01 1993-01-19 Fujita Corp Execution method of deeper depth man hole
CN102704958A (en) * 2012-06-14 2012-10-03 中国水电顾问集团华东勘测设计研究院 Construction method for large section underground cavity excavation supporting
CN105064401A (en) * 2015-07-29 2015-11-18 叶长青 Method for excavating and constructing large-area basement

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5197227A (en) * 1975-02-22 1976-08-26 Aasutonneruno shihokochinkaboshikoho

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5197227A (en) * 1975-02-22 1976-08-26 Aasutonneruno shihokochinkaboshikoho

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0313691A (en) * 1989-06-08 1991-01-22 Taisei Corp Construction method for underground tunnel
JPH0510084A (en) * 1991-07-01 1993-01-19 Fujita Corp Execution method of deeper depth man hole
CN102704958A (en) * 2012-06-14 2012-10-03 中国水电顾问集团华东勘测设计研究院 Construction method for large section underground cavity excavation supporting
CN105064401A (en) * 2015-07-29 2015-11-18 叶长青 Method for excavating and constructing large-area basement

Also Published As

Publication number Publication date
JP2554507B2 (en) 1996-11-13

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Legal Events

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