摘要
结合某污水处理厂改良A2/O生化池设计实例,介绍大型钢筋混凝土加盖池体如何合理进行池体盖板结构布置,以及合理设置贯穿池体盖板、底板及壁板的变形缝。为避免贯通缝打断池体盖板梁板结构,解决池体盖板支承困难,本工程采取沿池体壁板设置通长条状牛腿等方法予以解决,另外也给出了试水工况下分块池体在深水压力作用下的抗滑移设计方法。
This paper based on a finished structure-Improved A2/O biochemical tank of wastewater treatment plant project,introduces the large reinforced concrete pool how to be properly covered with beam-slab structure,and how to be properly divided into several blocks by the deformation joint throughout the cover slab,bottom slab and wall panel of the pool.In order to avoid the beam-slab structure to be interrupted by the through seam,brackets along wall panel were introduced into the structure.In addition,it also gives a design method to solve the sliding resistance of the divided blocks of the pool which was under the pressure of deep water.
出处
《广东土木与建筑》
2011年第5期19-21,共3页
Guangdong Architecture Civil Engineering
关键词
盖板支承结构
壁板通长牛腿
抗滑移设计
supporting structure of cover slab
bracket along wall panel
sliding resistance design
