JPS6443699A - Method of executing underground cavity - Google Patents

Method of executing underground cavity

Info

Publication number
JPS6443699A
JPS6443699A JP62197583A JP19758387A JPS6443699A JP S6443699 A JPS6443699 A JP S6443699A JP 62197583 A JP62197583 A JP 62197583A JP 19758387 A JP19758387 A JP 19758387A JP S6443699 A JPS6443699 A JP S6443699A
Authority
JP
Japan
Prior art keywords
tunnel
excavated
ground
space
wall surface
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
JP62197583A
Other languages
Japanese (ja)
Other versions
JP2524764B2 (en
Inventor
Yoshio Tanaka
Tatsuo Saito
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP62197583A priority Critical patent/JP2524764B2/en
Publication of JPS6443699A publication Critical patent/JPS6443699A/en
Application granted granted Critical
Publication of JP2524764B2 publication Critical patent/JP2524764B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To accurately and safely build a space having depth of several hundreds meters in a ground by a method wherein a tunnel is excavated firstly in a ground, and the tunnel is filled with concrete to constitute a reinforced wall surface. CONSTITUTION: A shaft is first excavated from a ground down to a given position in a ground, and a tunnel 1 extending approximately in a horizontal direction and in a curved state and having width approximately equal to the thickness of the wall of an underground space is excavated from the vertical shaft in a portion equivalent to the wall surface of an underground space, and a ring of a single continuous tunnel 1 is formed in a ground. The space of the tunnel 1 is filled with concrete for reinforcement. After reinforcing rings 2 are vertically laminated with the reinforcing ring vertically shifted by the height of one section, and a cylindrical wall surface is formed, an internal part is excavated, earth is discharged to form an underground space. Further, a free shape is formed without limiting to a cylindrical shape, and the tunnel 1 may be vertically excavated in a coil-form state.
JP62197583A 1987-08-07 1987-08-07 Construction method of underground cavity Expired - Lifetime JP2524764B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62197583A JP2524764B2 (en) 1987-08-07 1987-08-07 Construction method of underground cavity

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62197583A JP2524764B2 (en) 1987-08-07 1987-08-07 Construction method of underground cavity

Publications (2)

Publication Number Publication Date
JPS6443699A true JPS6443699A (en) 1989-02-15
JP2524764B2 JP2524764B2 (en) 1996-08-14

Family

ID=16376902

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62197583A Expired - Lifetime JP2524764B2 (en) 1987-08-07 1987-08-07 Construction method of underground cavity

Country Status (1)

Country Link
JP (1) JP2524764B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01210598A (en) * 1988-02-19 1989-08-24 Aoki Corp Construction work of underground space
JPH01315600A (en) * 1988-06-15 1989-12-20 Komatsu Ltd Underground cavity construction and tunnel drilling machine
JPH02108798A (en) * 1988-10-18 1990-04-20 Hazama Gumi Ltd Underground large scale space structure and building method thereof
JPH02108799A (en) * 1988-10-18 1990-04-20 Kajima Corp Building method for underground structure
JPH0339600A (en) * 1989-07-04 1991-02-20 Toda Constr Co Ltd Subsurface structure and construction technique thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01210598A (en) * 1988-02-19 1989-08-24 Aoki Corp Construction work of underground space
JPH01315600A (en) * 1988-06-15 1989-12-20 Komatsu Ltd Underground cavity construction and tunnel drilling machine
JPH02108798A (en) * 1988-10-18 1990-04-20 Hazama Gumi Ltd Underground large scale space structure and building method thereof
JPH02108799A (en) * 1988-10-18 1990-04-20 Kajima Corp Building method for underground structure
JPH0339600A (en) * 1989-07-04 1991-02-20 Toda Constr Co Ltd Subsurface structure and construction technique thereof

Also Published As

Publication number Publication date
JP2524764B2 (en) 1996-08-14

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