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 | , , , , , , , , , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
04.04.2023
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Subjects | |
Online Access | Get full text |
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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 |
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Bibliography: | Application Number: CN202211458520 |