莫斯科法基坑隔震系统的研发支持

M. Farfel, M. Gukova, D. Kondrashov, D. Konyashin
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引用次数: 0

摘要

本文介绍了在莫斯科库尔斯基火车站附近某拟建酒店基坑施工中,采用固定在地下连续墙上的桁架隔震系统进行支护研究的结果。这种被称为“莫斯科法”的施工技术确保了在安装楼板的同时,沿着钢筋间隔桁架加固的层,在坑墙之间逐渐开挖土壤。TsNIISK开发并批准了以V.A. Kucherenko命名的方法,该方法使用带有可移动指示器的机械应变片来确定金属结构元件的应力(变形),用于监测独特结构的施工。在监测期间,查明了需要采取额外措施消除已查明的结构中不可接受的应力的紧急情况。所提供的实例表明,研究和开发支持的先决条件,独特的建筑和结构的建设。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research and development support of the spacer system for the foundation pit constructed by the Moscow method
The article presents the results obtained during the research and development support for the construction of the foundation pit for a projected hotel near the Kursky railway station in Moscow using the truss spacer system fixed in the diaphragm wall. This construction technique, called the “Moscow method” ensures the gradual soil excavation between the pit walls along tiers reinforced by steel spacer trusses to be performed simultaneously with installation of floor slabs. The developed and approved at TsNIISK named after V.A. Kucherenko method for determining stresses (deformations) in elements of metal structures using mechanical strain gauges with a removable indicator was applied to monitor the construction of a unique structure. During the monitoring, emergency situations, requiring extra measures for eliminating the identified unacceptable stresses in the structures, were identified. The provided example demonstrates the research and development support to a prerequisite for the construction of unique buildings and structures.
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