岩土工程学报2013，Vol.35Issue(z1)：451-455,5.
游泳池排水减压抗浮法及其数值模拟研究
Numerical simulation of water-discharging pressure-relief technology on anti-floating of swimming pools
徐朕 1赖颖 1梅国雄1
作者信息
- 1. 南昌航空大学土木建筑学院,江西南昌330063
- 折叠
摘要
Abstract
A concept and the corresponding construction measures for the water-discharging pressure-relief technology on anti-floating of swimming pools are proposed to remedy the defects in the existing anti-floating methods for swimming pools.On this basis,the FEM is adopted to simulate the anti-floating results affected by some important factors,such as thickness and permeability of fertilizer tank and cushion course,diameter and arrangement of drain-pipe.The numerical results show that when the pool structure is located on the soil with a certain thickness and weak permeability,it is necessary to increase the thickness and permeability of fertilizer tank and to decrease the thickness and permeability of cushion course in order to obtain good anti-floating results.Meanwhile,arranging the drain-pipes around the bottom of the swimming pool with the style of small diameter and large quantity is also good for the results of anti-floating method.关键词
游泳池/排水减压抗浮法/数值模拟/影响因素Key words
swimming pool/ water-discharging pressure-relief technology on anti-floating/ numerical simulation/ influence factor分类
建筑与水利引用本文复制引用
徐朕,赖颖,梅国雄..游泳池排水减压抗浮法及其数值模拟研究[J].岩土工程学报,2013,35(z1):451-455,5.
