JPS6414406A - Bridge structure and erection method thereof - Google Patents

Bridge structure and erection method thereof

Info

Publication number
JPS6414406A
JPS6414406A JP62170392A JP17039287A JPS6414406A JP S6414406 A JPS6414406 A JP S6414406A JP 62170392 A JP62170392 A JP 62170392A JP 17039287 A JP17039287 A JP 17039287A JP S6414406 A JPS6414406 A JP S6414406A
Authority
JP
Japan
Prior art keywords
wire cable
bridge
works
bearings
utilizing
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
JP62170392A
Other languages
Japanese (ja)
Inventor
Toshiichi Suruga
Kenichi Kushida
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.)
Kobe Steel Ltd
Kobelco Wire Co Ltd
Original Assignee
Kobe Steel Ltd
Shinko Wire 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 Kobe Steel Ltd, Shinko Wire Co Ltd filed Critical Kobe Steel Ltd
Priority to JP62170392A priority Critical patent/JPS6414406A/en
Publication of JPS6414406A publication Critical patent/JPS6414406A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE: To shorten the term of works, and to reduce cost by utilizing a wire cable stretched between bearings for a bridge and assembling a bridge body onto the wire cable. CONSTITUTION: Web members 5, upper chords 6, horizontal frames 7 and floor framings 8 or the like as a bridge body 3 are assembled in triangular continuous bodies on a wire cable 4 stretched between bearings 2 for a bridge or among abutments 1 and truss structure is manufactured, and the wire cable 4 is used as lower chords receiving and holding the tensile force of a truss. Accordingly, since the mutual joining works of the lower chords and the works of the temporary installation of a timbering or the like are also made to unnecessary and a work platform can also be mounted by utilizing the wire cable 4, cost can be reduced largely.
JP62170392A 1987-07-07 1987-07-07 Bridge structure and erection method thereof Pending JPS6414406A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62170392A JPS6414406A (en) 1987-07-07 1987-07-07 Bridge structure and erection method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62170392A JPS6414406A (en) 1987-07-07 1987-07-07 Bridge structure and erection method thereof

Publications (1)

Publication Number Publication Date
JPS6414406A true JPS6414406A (en) 1989-01-18

Family

ID=15904077

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62170392A Pending JPS6414406A (en) 1987-07-07 1987-07-07 Bridge structure and erection method thereof

Country Status (1)

Country Link
JP (1) JPS6414406A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064621A (en) * 2001-08-27 2003-03-05 Sumitomo Constr Co Ltd Hanging floor slab bridge and reinforcing method of hanging floor slab
KR100848869B1 (en) * 2007-08-28 2008-07-29 노윤근 Truss temporary bridge using triangular unit truss
CN116802359A (en) * 2021-09-24 2023-09-22 普拉莫德·库马尔·辛格 Composite RCC deck and prestressed parabolic bottom chord under-suspended hollow steel girder bridge superstructure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064621A (en) * 2001-08-27 2003-03-05 Sumitomo Constr Co Ltd Hanging floor slab bridge and reinforcing method of hanging floor slab
KR100848869B1 (en) * 2007-08-28 2008-07-29 노윤근 Truss temporary bridge using triangular unit truss
CN116802359A (en) * 2021-09-24 2023-09-22 普拉莫德·库马尔·辛格 Composite RCC deck and prestressed parabolic bottom chord under-suspended hollow steel girder bridge superstructure
JP2024507436A (en) * 2021-09-24 2024-02-20 クマール シン，プラモッド Composite RCC deck and prestressed parabolic lower chord suspended open web steel girder bridge superstructure

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