通过室内试验确定了折叠式地基模型的选择

R. Timchenko, D. Krishko, I. Khoruzhenko
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引用次数: 0

摘要

介绍了基础薄壁结构的最新发展及其应用实例。本文的目的是建立一种进行折叠壳基与变形基接触相互作用实验研究的方法。实验室托盘研究的目的是确定建议基础设计的最佳特性。本文提出了一种进行实验室托盘试验的方法,比较两种模型的折叠壳基础的运行情况。描述了进行科学实验的主要阶段,并考虑了选择进行实验的材料、装置和设备的基本原则。描述了实验的进行,包括每个基础模型的数据记录。得到了各地基模型的沉降数据。对调查结果进行了分析;建立了每一种地基设计的沉降图。结论是,由于采用了与支撑梁铰接的棱形折叠节点,可以更好地分配外部荷载给基础系统单元。结果表明,第二种基础模型所选参数符合试验规划的优化结果,能较好地反映基础体系荷载重分配特性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Choice substantiation of a folded foundation model via laboratory experiment
The examples of recent developments of foundation thin-walled structures and their applications are presented. It is notedthat the purpose is to develop a method for conducting experimental studies of contact interaction between a folded shellfoundation and a deformed base. The purpose of the laboratory tray research is to determine the optimal characteristics of thesuggested foundation design. The article suggested a method for conducting a laboratory tray experiment to compare the operationof two models of folded shell foundations. The main stages of conducting the scientific experiment have been describedand the basic principles of selecting materials, devices and equipment for carrying out the experiment have been considered.The conduct of the experiment including data recording for each foundation model has been described. As a result,subsidence data for each foundation model have been obtained. The findings have been analyzed; subsidence graphs for eachfoundation design have been built. It is concluded that better distribution of external load to the foundation system elementsis achieved due to the application of a hinged joint of prismatic folds with supporting beams. It has been found that the chosenparameters of the second foundation model complied with the optimized results of the experiment planning and enabledto demonstrate the properties of the foundation system load redistribution better.
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