Steel-concrete combined section for large-span double-side box hybrid beam cable-stayed bridge
The invention discloses a steel-concrete combination section for a large-span double-side box hybrid beam cable-stayed bridge. The steel-concrete combination section comprises a steel beam transition section, a combination part and a concrete beam transition section. The steel beam transition sectio...
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| creator | DING WANGXING TANG SHOUFENG ZHANG YAJUN WEI QIFEN CHEN HUA ZHAO JINXIA YANG YAN LIU YUQING LIAO YUAN HAIYAMA LIU XIAOQING SHEN FENG TAN ZUOWEI ZHANG MING HU WUZHOU TAO CHENLIANG LIU JING ZHAN JIANHUI LIU CHAOHUI YAO BO |
| description | The invention discloses a steel-concrete combination section for a large-span double-side box hybrid beam cable-stayed bridge. The steel-concrete combination section comprises a steel beam transition section, a combination part and a concrete beam transition section. The steel beam transition section is a section where the main span steel beam extends into the steel-concrete combination section, a plurality of variable cross-section reinforcing stiffening ribs are arranged on a top plate, a bottom plate and a web plate of the steel beam transition section, and the front ends of the variable cross-section reinforcing stiffening ribs are connected with longitudinal stiffening ribs on the top plate, the bottom plate and the web plate of the main span steel beam. The rear ends of the variable cross-section reinforced stiffening ribs are connected with the bearing plate; the joint part is a combined section segment formed by the steel grating chamber and the concrete; the concrete beam transition section is a sect |
| format | Patent |
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The steel-concrete combination section comprises a steel beam transition section, a combination part and a concrete beam transition section. The steel beam transition section is a section where the main span steel beam extends into the steel-concrete combination section, a plurality of variable cross-section reinforcing stiffening ribs are arranged on a top plate, a bottom plate and a web plate of the steel beam transition section, and the front ends of the variable cross-section reinforcing stiffening ribs are connected with longitudinal stiffening ribs on the top plate, the bottom plate and the web plate of the main span steel beam. The rear ends of the variable cross-section reinforced stiffening ribs are connected with the bearing plate; the joint part is a combined section segment formed by the steel grating chamber and the concrete; the concrete beam transition section is a sect</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | ASSEMBLY OF BRIDGES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS OR VIADUCTS |
| title | Steel-concrete combined section for large-span double-side box hybrid beam cable-stayed bridge |
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