大跨度空间管桁架力学建模结构优化及对比分析

Structural optimization of mechanical modeling of large-span spatial pipe truss

  • 摘要: 【目的及方法】针对下部为混凝土框排架、上部为空间管桁架结构形式,常规采用分离式设计,上部管桁架单独建模计算,下部主体框排架结构亦单独设计,其中下部建模时,为了简化采用H型钢梁近似模拟管桁架,虽然建模简单但存在的误差尚不明确。【结果及结论】采用PKPM系列软件分别对管桁架单独建模、管桁架与下部框排架整体建模、用钢梁模拟管桁架与下部整体建模计算,结果表明,对管桁架而言,单独建模计算结果比管桁架与下部整体建模计算结果偏小,常规的设计存在安全隐患;对于下部框排架而言,用钢梁模拟管桁架与下部整体建模计算结果比实际管桁架与下部整体建模计算结果偏大,常规的设计安全冗余度过大。

     

    Abstract: In view of the structural form of concrete frame shelved at the bottom and space pipe truss at the top, the traditional separation design is adopted.The upper pipe truss is modeled and calculated separately, and the lower frame shelved structure is also designed separately.In the lower part of modeling, the roof adopts steel beam to approximate simulate the pipe truss.In this paper, PKPM series software is used to model the pipe truss alone, the pipe truss and the lower frame of the overall modeling, and the steel beam to simulate the pipe truss and the lower part of the overall modeling.The results show that: for the pipe truss, the calculation result of the single modeling is smaller than that of the pipe truss and the lower part of the overall modeling, and the traditional design is unsafe.For the lower frame arrangement, the result of simulating the tube truss and the lower part of the whole modeling is larger than that of the tube truss and the lower part of the whole modeling.The traditional design is conservative.

     

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