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

机译:葫芦山海湾跨海窄桥模板脚手架和施工平台的安全性分析。

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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:葫芦山湾跨海窄桥位于辽宁省大连市西南。主桥中跨跨度超过80米,主桥采用30 + 100 + 30米飞鸟中支撑拱桥形式。施工过程中存在台风,施工困难。由于结构复杂,天气恶劣,有必要对模板脚手架和施工平台的安全性进行分析。通过数值分析评估了模板脚手架和施工平台结构的稳定性和强度。结果验证了模板脚手架和构建平台结构满足代码需求,并进行了逻辑设计。

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