Construction method for steel-concrete mixed section of cable-stayed bridge

The invention provides a construction method for a steel-concrete mixed section of a cable-stayed bridge, which is characterized by comprising the following steps of: pre-burying a thick steel plate for later welding of a stiff skeleton during construction of a mid-span No.15 beam section, meanwhile...

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Main Authors GAO SHUOJIE, TIAN FEIHU, ZOU JIAGUANG, LYU CHAO, XU SHULIANG, GUO ZHIQI, ZHAO XIAODONG, HOU JIAN, LI GUOPING, HAN KAIKAI, XIE JUNHUA, DANG YAODONG, ZHANG JINWANG, DUAN CHANGXIN, LI SHENGHAN
Format Patent
LanguageChinese
English
Published 04.04.2023
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Summary:The invention provides a construction method for a steel-concrete mixed section of a cable-stayed bridge, which is characterized by comprising the following steps of: pre-burying a thick steel plate for later welding of a stiff skeleton during construction of a mid-span No.15 beam section, meanwhile, modifying a cantilever bridge fabrication machine into a deck crane, moving the deck crane forwards and anchoring, and entering a steel-concrete combined area steel box beam hoisting state; the steel-concrete combined section I enters a preset position, a bridge deck crane vertical lifting system is used for lifting the steel beam to a design position, a No.15 beam section and the steel-concrete combined section I are fixed, middle span No.16-No.1 beam section concrete is poured, and side span No.16-1'and No.16-2 'beam sections are constructed; connection between the deck crane and the concrete combination section I is removed, middle span 16-2 beam section concrete is poured, a side span cast-in-place section 18
Bibliography:Application Number: CN202211458520