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Safety analysis on the formwork scaffold and construct platform of Hulushan gulf crossing narrow bridge

机译:疏轮山海湾交叉桥梁桥梁架的安全分析

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The hulushan gulf crossing narrow bridge locates in the southwest of dalian urban of Liaoning province. The mid-span of main bridge bridgings over offing 80 meters and the main bridge adopts 30+100+30 meters flying bird mid-support arch bridge form. There exists typhoon during construction, which makes construction difficult. It is necessary to analyze the safety of formwork scaffold and construct platform because of the complex structure and bad weather. The stability and strength of formwork scaffold and construct platform structure is evaluated through numerical analysis. The result verify that the formwork scaffold and construct platform structure satisfy the demand of code and are designed logically.
机译:Hulushan海湾穿越狭窄的桥梁位于辽宁大连市区的西南部。主要桥梁的中间跨度在80米和主要桥梁上采用30 + 100 + 30米飞鸟的中间支撑拱形桥形式。建筑过程中有台风,这使得建设困难。由于综合结构和恶劣天气,有必要分析模板脚手架和构建平台的安全性。通过数值分析评估模板支架和构建平台结构的稳定性和强度。结果验证了模板脚手架和构造平台结构满足代码的需求,并在逻辑上设计。

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