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以京沪高速铁路阳澄湖桥段架桥机通过新华街1-96 m系杆拱方案为例,进行说明架桥机通过系杆拱时的各种工况及应注意的事项,同时对各种临时支撑的受力情况进行了详细检算。
Taking the bridge crane of Yangcheng Lake section of Beijing-Shanghai high-speed railway passing through the 1-96-m tie rod arch project of Xinhua Street as an example, various working conditions and matters requiring attention of the bridge crane passing through tie-rod arch should be explained. At the same time, Temporary support of the force carried out a detailed examination.