摘要
埋地式及半埋地式水池的抗浮稳定性设计方案非常重要,直接影响到工程的经济性和受力形式的合理性,因此,在水池设计时应根据水池的特点和场地的地质条件选择合理的设计方案。通过分析水池抗浮稳定性的影响因素,结合工程实例提出了整体抗浮稳定性与局部抗浮稳定性的计算方法以及在抗浮稳定性不满足要求情况下的处理方法,同时分析了不同处理方法的影响效果。
The anti-floating stability design scheme of buried and semi-buried pools is very important, it directly affects the economy of the project and the rationality of the stress form, therefore, when designing the pool,the reasonable selection scheme should be based on the characteristics of the pool and the geological conditions of the construction site.The influencing factors of anti-floating stability of pools are analyzed, combining with engineering examples, he calculation methods of overall anti-floating stability and local anti-floating stability、the treatment methods under the condition that anti-floating stability does not meet the requirements are forward, and the effects of different treatment methods are analyzed.
作者
郭晓品
曾江
张成钢
沈红玲
薛颖
GUO Xiaopin;ZENG Jiang;ZHANG Chenggang;SHEN Hongling;XUE Ying(Qinhuangdao glass industry research and design institute company Umited,Qinhuangdao, 066001;China CAMC Engineering Co.,Ltd.,Beijing, 100080)
出处
《玻璃》
2019年第8期33-37,共5页
Glass
关键词
半埋地式水池
整体和局部抗浮稳定性
埋置深度
semi-buried pool
overall and local anti-floating stability
embedded depth