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跨山区河流中承式拱桥缆索吊装系统设计

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横跨涪江的东升大桥主跨为258 m中承式系杆拱桥,其上部钢结构采用缆索吊装法施工.根据桥址地形地貌、工程地质、水文气象条件、桥梁线形设计,按照安全、可靠、经济,不影响引桥墩柱、盖梁施工及预制T梁架设,降低塔架高度的原则,对缆索吊装系统总体布置、塔架设置位置进行了方案比较,结合吊装构件吊装重量、安装位置、起吊方式,设计了一套双塔三跨、主索与扣索一体化不等高塔架、固定式索鞍、缆吊与扣锚索共用锚碇的缆索吊装系统,可为跨山区河流类似桥梁施工提供参考.
Design of Cable-Hoisting System for the Half-Through Tied Arch Bridge Across Mountainous River
The main span of Dongsheng Bridge spanning the Fujiang River is a 258 m half-through tied arch bridge,and its upper steel structure is constructed using cable hoisting method.Based on the terrain,engineering geology,hydrological and meteorological conditions,and bridge alignment design of the bridge site,and in accordance with the principles of safety,reliability,and economy,without affecting the construction of the approach bridge piers,cover beams,and prefabricated T-beams,and reducing the height of the tower,a comparison of the overall layout of the cable lifting system and the position of the tower was made.Combined with the lifting weight,installation position,and lifting method of the lifting components,a set of cable hoisting system was designed.The system integrates double towers and three spans,unequal height towers with main cables and buckle cables,fixed cable saddles,and shared anchorage for cable suspension and buckle anchor cables,which can provide reference for the construction of similar bridges across mountainous rivers.

half-through arch bridgesteel structurecable hoistingsystem layoutscheme design

雷明深

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中国铁建港航局集团有限公司第四工程分公司 重庆 400000

中承式拱桥 钢结构 缆索吊装 系统布置 方案设计

中国铁建港航局集团有限公司科技研究开发计划项目

2019-A06

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(3)
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