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Research on Integral Lifting Continuous Steel Box Girder Bridge Construction Technology

机译:集成升降连铸连铸钢箱梁桥梁施工技术研究

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Due to over length and weight of the girder segment, the main bridge steel box girder of Chongqi Bridge adopts large segment integral lifting erection method; two sets of large floating cranes are needed for hoisting. According to the water environment condition at site, select the lifting equipments to research on; conduct restrict checking on the lifting weight, height and amplitude; new automatic balance type lifting sling structure form is adopted during lifting erection to make sure the stress on each lifting point is balanced; conduct optimization design onto the lifting points; aimed at lifting erection of large segments, use ansys to establish large solid simulation model for finite element analysis so as to guarantee safety of steel box girder structure during lifting erection of large segment.
机译:由于梁段的长度和重量,崇奇桥的主桥钢箱梁采用大段整体提升架设方法;吊装需要两套大型浮动起重机。根据现场的水环境状况,选择升降设备进行研究;行为限制检查提升重量,高度和幅度;采用新的自动平衡型升降吊索结构形式,以确保每个提升点的压力平衡;对提升点进行优化设计;旨在提升大段的竖立,使用ANSYS为有限元分析建立大型实心仿真模型,以保证大段升降架钢箱梁结构的安全性。

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