首页|"退行低拼+大节段提升"的铁路桥梁拱肋架设施工技术

"退行低拼+大节段提升"的铁路桥梁拱肋架设施工技术

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新建单线郑蒲港铁路牛屯河特大桥拱肋净间距小,下跨既有高速公路,传统工艺由两端向中间拼装工艺"顺行"拼装将会造成起重机械在两端拼装完成后,在跨中区域作业时会出现站位困难,拱肋无法吊装等难题;采用"退行低拼+大节段提升"桥梁拱肋提升工艺,通过合理节段划分,采用退行拼装拱肋施工顺序,减少了作业面受限的因素影响,大大提高了作业效率;同时采用控制断面位移的实时监测及预警系统,为实现连续、同步提升和精准合龙提供信息化保证,确保了方案的安全可靠.这可为后续类似桥梁施工提供一定的借鉴.
Construction Technology for Railway Bridge Arch Rib Erection Using "Reverse Low Assembly and Large Segment Lifting"
The newly constructed single-line Zhengpugang Railway Station Niutunhe Grand Bridge has a small clear span between the arch ribs and crosses an existing highway.Traditional assembly methods,which assemble from both ends toward the middle("forward assembly"),present challenges such as crane positioning difficulties and the inability to lift the arch ribs in the central span after completing the assembly at both ends.The"reverse low assembly and large segment lifting"technique for erecting bridge arch ribs addresses these issues by using reasonable segment divisions and a reverse assembly sequence.This method reduces the impact of work surface constraints and significantly improves operational efficiency.Additionally,a real-time monitoring and warning system for controlling section displacement ensures continuous,synchronous lifting and precise closure,providing an information-based guarantee of safety and reliability.This approach can serve as a reference for similar bridge construction projects in the future.

reverse low assemblylarge segment liftingrailway bridgearch rib erectionconstruction technology

刘金明

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中铁二十局集团第四工程有限公司 山东青岛 266061

退行低拼 大节段提升 铁路桥梁 拱肋架设 施工技术

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.(9)