摘要：本文以钢混组合梁桥面板混凝土整体现浇施工技术，从钢箱梁分节段安装

摘要：本文以钢混组合梁桥面板混凝土整体现浇施工技术，从钢箱梁分节段安装焊接，箱梁翼缘板悬臂吊架模法施工、整体悬浇混凝土、同步顶升落梁成桥的施工方法展开叙述，解决了桥梁翼缘板悬臂端、箱体间吊模整体现浇施工关键技术以及同步顶升落梁技术，墩顶钢箱梁安装设预抬值成桥落梁形成挤压应力提高桥面板使用寿命技术，以供在同类型桥梁施工中经验积累与交流。

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结果 (英语) 1: [复制]

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Abstract: This paper uses the steel-concrete composite beam bridge slab concrete integral cast-in-place construction technology, from the steel box girder segmented installation and welding, box girder flange plate cantilever hanger method construction, integral cantilever concrete, synchronous lifting and falling beam construction method Expansion of the narrative, solved the key technology of integral cast-in-place construction of the cantilever end of the bridge flange plate, the hanging mold between the boxes, and the synchronous lifting and falling beam technology. The steel box girder on the top of the pier was installed with a pre-lift value to increase the compression stress of the bridge falling beam. The service life technology of the bridge deck is used for the accumulation and exchange of experience in the construction of the same type of bridge.

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结果 (英语) 2:[复制]

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Abstract: In this paper, the construction technology of concrete whole pouring of steel mixed beam bridge panel, from the steel box beam section installation welding, box beam wing wing wing cantilever suspension mold construction, the whole suspension concrete, synchronous top lift beam into the bridge construction method is described, solves the bridge wing wing cantilever end, the box body suspension mold overall watering construction key technology and synchronous top lift beam construction technology, the top of the steel beam For the same type of bridge construction experience accumulation and exchange.

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结果 (英语) 3:[复制]

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Abstract: in this paper, the integral cast-in-place construction technology of steel-concrete composite beam deck concrete is described, including the installation and welding of steel box girder in sections, cantilever hanger formwork construction of box girder flange plate, integral cantilever pouring concrete, synchronous lifting and dropping beam to complete the bridge, and solves the key technology of integral cast-in-place construction of cantilever end of bridge flange plate and hanging formwork between boxes, as well as synchronous lifting and dropping beam technology, Steel box girder on the top of pier is installed with pre lifting value to form extrusion stress and improve the service life of bridge deck, so as to accumulate and exchange experience in the construction of similar bridges.<br>

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