不同地基模拟对新型澄清池受力的分析

新型澄清池是为处理高浊度水而研究开发的给水处理工艺中的主要处理构筑物。针对新型澄清池,研究弹性地基及刚性地基对新型澄清池结构内力的影响,模拟了四种工况并计算出新型澄清池池体基础的应力,经分析得出:采用刚性地基假定,将造成较大的计算误差,在实际工程中存在安全隐患。计算方法对同类工程具有参考价值。

Mechanical Analysis to a New-type Clearness Pond Under Different Foundation Simulation

The new-type clearness pond constitutes the main component for water supply treatment art which is developed for high-turbidity water disposal. In this paper, inner forces of new - type clearness pond under rigid and elastic foundation simulation are both researched and stress of the cell body under four load cases is also presented. Analysis result shows that the rigid foundation may cause considerable computation error and lay security incipient fault if adopted during a practical engineering. Reference val-ue can be withdrawn from computing methods in the paper for similar engineering