地下室混凝土结构抗浮失效特性及加固措施分析
Anti-floating Failure Characteristics and Reinforcement Measures of Basement Concrete Structure
柏金松1
作者信息
- 1. 安徽建工公路桥梁建设集团有限公司,安徽 合肥 230000
- 折叠
摘要
文中基于地下室结构抗浮原理,阐述地下室结构抗浮稳定性验算与失效模式、抗浮失效原因,从防止抗浮失效的技术原则、回填土工序优化、主被动抗浮措施、措施的选择等方面,总结地下室结构抗浮加固措施,以期为类似抗浮失效事故预防及处理提供参考.
Abstract
Based on the anti-floating principle of the basement structure,the paper expounds the anti-floating stability check calculation and failure mode of the basement structure,and the anti-floating failure reasons.It summarizes the anti-floating reinforcement measures of the basement structure from the aspects of the technical principle of preventing anti-floating failure,the optimization of the backfill process,the active and passive anti-floating measures,the selection of measures,etc.,in order to provide reference for the prevention and treatment of similar anti-floating failure accidents.
关键词
地下室结构/抗浮失效/加固措施Key words
Basement structure/Anti-floating failure/Reinforcement measures引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据