型材管(弯焊型材)桁架网格优化

A. Marutyan
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引用次数: 0

摘要

本文提出了一种新的制造无面组合格的方法,用于由型材管(弯焊型材)制成的桁架结构,并对其三角形和对角线系统进行了测试,包括平面和交叉修改。其有效性和合理性体现在方管带单元相对于结构平面呈菱形排列的节点上,用三角形和五边形剖面代替方管带单元更为可取。制造方法的多功能性确保了其与管状和轧制型材结构的相关性,保留了采用无面组件和法兰连接的标准化桁架的公认布局。给出了统一区优化计算与格芯元素的关系及其设计系数的确定规律。以同一半桁架为例,在统一区数目重合的情况下,对方形和矩形轮廓网格核心单元的设计系数和平均系数进行了比较计算。结构材料(钢)的显著减少和桁架结构的施工高度的降低被揭示出来。确认了近似计算方法在求解优化问题和变型问题以及在承重结构设计的不同阶段的可接受的正确性。
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Optimization of truss lattices from profile pipes (bent-welded profiles)
The article presents a new method of manufacturing lattices with faceless assemblies for truss structures made of profile pipes (bent-welded profiles), tested on their triangular and diagonal systems including flat and cross modifications. Its efficiency and rationality are shown in nodes where the belt elements of square pipes differ in a rhombic arrangement relative to the plane of the structure, which are more preferably replaced by triangular and pentagonal profiles. The versatility of the manufacturing method ensures its relevance in structures made of tubular and rolled profiles, preserves the accepted layout of standardized trusses with faceless assemblies and flange connections. The regularity of the optimization calculation of the unification zones in relation to the core elements of the lattices with the determination of their design coefficients is given. A comparative calculation of the design coefficients and the averaged coeffi cients of the use of the core elements of the grid of square and rectangular profiles is carried out on the example of their implementation in the same semi-truss, when the number of unification zones coincides. The noticeable reduction in the structural material (steel) and the lowering of the construction height of the truss structure were revealed. The acceptable correctness of the approximate calculation method for its application in solving optimization and variant problems, as well as at different stages of the design of load-bearing structures, is confirmed.
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