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超深超大地下室静水浮力释放系统设计研究——以福州仓山区某工程为例

Design research of hydrostatic buoyancy relief system for a ultra-deep and large basement in Fuzhou——Taking a project in Cangshan District of Fuzhou as an example
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摘要 福州仓山区某超深地下室在深厚淤泥中采用静水浮力释放系统设计与施工。该系统是基于基坑止水帷幕插入深度和淤泥渗透慢特性实现的,为一种较先进的绿色设计技术。合理设计此释放系统,可有效降低抗浮水位,可充分节约基础造价、减少施工工期。基此,文章探讨了该基坑止水帷幕作用、渗流水量计算、排水系统设计、应急措施等。 This paper discusses the design and construction of hydrostatic buoyancy relief system for an ultra-deep basement in Fuzhou with an example. The system is based on the insertion depth of water-proof curtain and the slow permeability of silt. The function of curtain for cutting off drains,the calculation of seepage water,the design of drainage system and emergency measures are discussed. Reasonable design of this relief system can effectively reduce the anti-floating water level,fully economize the cost of foundation and reduce the construction period. It is an advanced green design technology.
作者 陈翔 黄典宏 胡贤忠 CHEN Xiang;HUANG Dianhong;HU Xianzhong(Fuzhou Guowei Construction Designing Co.Ltd,Fuzhou 350001)
出处 《福建建筑》 2019年第10期133-138,共6页 Fujian Architecture & Construction
关键词 静水浮力释放系统 全埋地下室 止水帷幕 排水疏导 抗浮水位 Hydrostatic buoyancy relief system Whole – buried basement Curtain for cutting off drains Drainage dredging Anti-uplift water level
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