悬臂梁盖超轻钢桁架支撑体系设计与工程应用

Sheng-Gang Xu, Meng-Hsiu Wu, Xiaoyan Yang
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引用次数: 1

摘要

软土地区新建城市高速高架桥面临着地质条件差、施工场地短缺、塘渣土方工程造价快速增加等困难。为此,设计了超轻大跨度悬臂覆盖梁的临时支撑体系。悬臂桁架自重15吨,悬臂长9.5米,可承受480吨盖梁施工的临时荷载。工程实践表明,超轻大跨度悬臂覆盖梁降低了传统工艺对材料投入、起重机械和操作人员临时措施的要求。本项目综合成本和运行周期仅为全浮式后桥架的45%和60%,具有显著的经济价值和社会效益。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Design and Engineering Application of Ultra-Light Steel Truss Support System for Cantilever Beam Cover
The new urban expressway viaduct in soft-soil area is faced with some difficulties, such as poor geological conditions, construction site shortage, and rapid increase in the cost of pond dregs and earthwork. Therefore, the temporary support system of ultra-light large-span covered beam with cantilever is designed. The dead load of cantilever-truss is 15 tons, the cantilever is 9.5 meters, and it can bear the temporary load of 480 tons of cover beam construction. The engineering practice shows that the ultra-light large-span covered beam with cantilever reduces the requirements for traditional technology on temporary measures of material input, lifting machinery and operators. The comprehensive cost and operation cycle of this project are only 45% and 60% of full floating rear axle framing, which has significant economic value and social benefits.
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