某全地下污水组合池分缝与抗浮结构设计研究  

Study on Underground Sewage Pooland Joint Anti Floating Design

作　　者：崔云[1] 陈令才[1] 王印 Cui Yun;Chen Ling-cai;Wang Yin

机构地区：[1]中机国际工程设计研究院有限责任公司华东分院,南京210023

出　　处：《建筑技术开发》2018年第7期14-16,共3页Building Technology Development

摘　　要：随着现代化城市对空间和环境要求的不断提高,全地下式污水处理厂日益增多,其中污水组合池超大的平面尺寸和埋深给结构分缝和抗浮设计带来很大的困难,以某地下污水处理厂的实际应用为例,通过详细的方案对比和分析,选择采用不设缝整体现浇方案和水泥土加劲锚杆抗浮方案,满足相关设计要求,可为超大超深水池的设计提供依据,具有良好的推广价值。With the modernization of city of space and environment continue to improve, the underground sewage treatment plant is increasing, the plane size of sewage pool and large depth to the structural jointing and anti floating design brings great difficulties, this paper take an underground sewage treatment plant application as an example, through detailed comparison the selection and analysis, no crack cast-in-place scheme and stiffening cement soil anchor anti floating scheme, meet the design requirements, can provide the basis for the design of super deep pool, and has good popularization value.

关 键 词：全地下组合池 设缝 抗浮 

分 类 号：TU761.11[建筑科学—建筑技术科学]