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Design and erection of temporary steel roof for in-ground LNG storage tank

机译:地下LNG储罐临时钢顶的设计与架设。

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摘要

Structural design and construction of the temporary steel roof of the TL21LNG storage tank are described, and the selection of a material that is durable against low temperatures of -90℃ is also discussed. Moreover, the buckling characteristicsof the steel roof with low rise and low rigidity were analyzed. The safety factor for the buckling load was set at 20 for analyses, and the safety factor of 20 was confirmed at each erection process. The roof construction using wire supports forinstalling heat insulation and membrane, pressure control during air support, and measurement of steel roof transformation at the time of construction is discussed together with the construction flow.
机译:描述了TL21LNG储罐的临时钢制屋顶的结构设计和构造,还讨论了对-90℃低温具有耐久性的材料的选择。此外,分析了低屋面低刚度钢屋盖的屈曲特性。进行分析时,将屈曲载荷的安全系数设置为20,并在每次安装过程中确定安全系数为20。讨论了使用金属丝支撑物来安装隔热和膜的屋顶结构,空气支撑过程中的压力控制以及在施工时测量钢制屋顶变形的方法以及施工流程。

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