轧制工字梁变截面钢框架设计方法

S. V. Shchutsky, S. V. Skuratov, A. A. Limantsev
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摘要

介绍。本文解决的问题,找到最有效的金属消耗方面的i型截面创建一个框架的可变截面。本文从各种变长框架构件的制作方法中,研究了普通工字钢斜切后焊接的变长框架构件制作方法,这是技术最先进的一种方法。为了获得最有效的金属消耗截面,建议使用由两个不同分类项目组成的单对称工字梁。材料与方法。回顾了与工字梁结构设计相关的科学著作,作者编制了一套计算最佳截面参数的方法。这种方法的实施使得从现有的轧制工字梁的分类中找到最有效的应用截面的参数成为可能。本研究考虑的对象是一栋建筑的框架,该框架由焊接的单跨框架组成,具有可变截面单元(规范828KM)。计算是按照提议的方法进行的。计算结果表明,采用由两种工字梁组成的单对称工字梁,可以最大限度地利用截面的承载能力。讨论和结论。在实施所提出的方法的结果中,与在类似载荷下使用的系列梁相比,可以减少可变截面的工字梁的质量。研究结果使我们得出结论,在工业框架建筑的建设中,使用由不同截面的工字梁通过对角纵切和随后的焊接形成的变截面框架是非常有前途的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Methodology for Designing the Steel Frames of Variable Cross-Section from Rolled I-Beams
Introduction. The article tackles the problem of finding the most efficient in terms of metal consumption I-shaped crosssection for creating a frame of variable section. In this paper from various options of creating the variable in length frame elements the authors study the option of creating the elements from the ordinary I-beams by diagonal slitting followed by welding as one of the most technologically advanced one. To obtain the most efficient in terms of metal consumption cross-section, it is proposed to use a monosymmetric I-beam composed of two different assortment items.Materials and Methods. The review of scientific works related to the topic of designing structures from I-beams allowed the authors to compile a methodology for calculating the optimal section parameters. The implementation of this methodology makes it possible to draw the parameters for finding the most efficient for application cross-sections from the existing assortment of rolled I-beams.Results. The object considered in this study is a frame of a building designed as the braced frame structure from welded single-span frames with elements of variable cross-section (code 828KM). The calculation was made in accordance with the proposed methodology. The results of the calculation show that the use of a monosymmetrical I-beam, composed of two different I-beams, gives opportunity to use the load-bearing capacity of the section to the fullest extent.Discussion and Conclusions. In the result of implementation of the proposed methodology, it became possible to reduce the mass of an I-beam of a variable cross-section compared to the serial one used under similar loads. The result of the study allows us to conclude that the use of frames of variable section formed of I-beams of various cross-sections by diagonal slitting and subsequent welding in the construction of industrial frame buildings is highly perspective.
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