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JPS6429507A - Method of supporting catwalk for suspension bridge cable erection in method of air spinning construction - Google Patents

Method of supporting catwalk for suspension bridge cable erection in method of air spinning construction

Info

Publication number
JPS6429507A
JPS6429507A JP18488487A JP18488487A JPS6429507A JP S6429507 A JPS6429507 A JP S6429507A JP 18488487 A JP18488487 A JP 18488487A JP 18488487 A JP18488487 A JP 18488487A JP S6429507 A JPS6429507 A JP S6429507A
Authority
JP
Japan
Prior art keywords
cat walk
suspension bridge
catwalk
supporting
bridge cable
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
JP18488487A
Other languages
Japanese (ja)
Inventor
Yasutsugu Yamazaki
Izumi Imoto
Yoshiaki Imoto
Masato Imazaki
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.)
IHI Corp
Mitsubishi Heavy Industries Ltd
JFE Engineering Corp
Original Assignee
Ishikawajima Harima Heavy Industries Co Ltd
Mitsubishi Heavy Industries Ltd
NKK Corp
Nippon Kokan 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 Ishikawajima Harima Heavy Industries Co Ltd, Mitsubishi Heavy Industries Ltd, NKK Corp, Nippon Kokan Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP18488487A priority Critical patent/JPS6429507A/en
Publication of JPS6429507A publication Critical patent/JPS6429507A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE: To suppress the occurrence of unevenness in sagging due to the weight of a cable by a method wherein a cat walk is strained by a hanger rope and deflection equivalent to the wight of an erected suspension bridge cable is previously exerted on the cat walk. CONSTITUTION: A storm rope 19 is stretched between anchorages 8 through respective towers 7. The storm rope 19 and a cat walk 15 are intercoupled in a high tension state by a number of hanger ropes 20 to form a storm hanger 21. This constitution prevents the cat walk 15 from wide deflection even if the weight of the strand wire 3 spanning with which is effected is exerted on the cat walk 15, the cat walk 15 is prevented from wide deflection, the occurrence of unevenness in sagging of a strand wire 3 group is suppressed.
JP18488487A 1987-07-24 1987-07-24 Method of supporting catwalk for suspension bridge cable erection in method of air spinning construction Pending JPS6429507A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18488487A JPS6429507A (en) 1987-07-24 1987-07-24 Method of supporting catwalk for suspension bridge cable erection in method of air spinning construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18488487A JPS6429507A (en) 1987-07-24 1987-07-24 Method of supporting catwalk for suspension bridge cable erection in method of air spinning construction

Publications (1)

Publication Number Publication Date
JPS6429507A true JPS6429507A (en) 1989-01-31

Family

ID=16161000

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18488487A Pending JPS6429507A (en) 1987-07-24 1987-07-24 Method of supporting catwalk for suspension bridge cable erection in method of air spinning construction

Country Status (1)

Country Link
JP (1) JPS6429507A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107447665A (en) * 2017-08-16 2017-12-08 中国十七冶集团有限公司 A kind of laying method of self-anchored suspension bridge construction cat road carrying rope
CN110747738A (en) * 2019-10-28 2020-02-04 浙江省交通规划设计研究院有限公司 Construction method of front anchor chamber and reinforced concrete combined type upper cover plate of suspension bridge anchorage
CN111622121A (en) * 2020-06-03 2020-09-04 中铁一局集团厦门建设工程有限公司 Reeving method for hoisting single-tower cable

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107447665A (en) * 2017-08-16 2017-12-08 中国十七冶集团有限公司 A kind of laying method of self-anchored suspension bridge construction cat road carrying rope
CN110747738A (en) * 2019-10-28 2020-02-04 浙江省交通规划设计研究院有限公司 Construction method of front anchor chamber and reinforced concrete combined type upper cover plate of suspension bridge anchorage
CN111622121A (en) * 2020-06-03 2020-09-04 中铁一局集团厦门建设工程有限公司 Reeving method for hoisting single-tower cable

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