IMPROVING THE CONSTRUCTIVE EFFICIENCY OF STEEL COMBINED TRUSSES

Dmytro Sydorak, M. Hohol
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Abstract

In this article, the rational constructive form of the combined steel truss with a span of 30 meters is received, with 59% fewer elements than the typical. Calculated regulation methods are offered stress-deformation state (SDS) combined steel trusses, which make it possible to increase their efficiency. Methods of estimated SDS regulation in combined steel trusses are given: change in the stiffness of the rodsand the creation of eccentricities in the nodes connecting the lattice to the upper belt and supporting eccentricities. Designs of experimental samples of rationally combined trusses are developed. Samples of rational steel combined trusses with a span of 3 meters with SDS adjustment are developedand a reference sample of a combined rational truss. A new method of testing combined trusses using a reference sample is proposed. An experimental plant for testing combined steel trusses has been designed, which allows you to test trusses with SDS rigs simultaneously.
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提高钢组合桁架构造效率
本文给出了跨度为30米的组合钢桁架的合理构造形式,比典型结构少了59%的单元。给出了应力-变形状态组合钢桁架的计算调节方法,为提高组合钢桁架的效率提供了可能。给出了组合钢桁架中SDS调节的估计方法:杆的刚度变化和在连接格与上带和支承偏心的节点中产生偏心。对合理组合桁架的试验样品进行了设计。研制了3米跨径合理钢组合桁架的SDS调整样件和组合合理桁架的参考样件。提出了一种利用参考样品对组合桁架进行测试的新方法。设计了用于组合钢桁架测试的实验装置,使您可以同时使用SDS钻机测试桁架。
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