CAJ | 학술논문

以“蒲城清洁能源化工有限责任公司渭北煤化工园区厂外供水净化工程”项目中的“H PS澄清池”的结构形式优化为背景，采用有限元分析软件MIDAS/Gen分别建立原方案和优化后方案 HPS澄清池的结构模型，结合澄清池特殊的工艺要求和其结构所受荷载情况，分析比较两种模型静力和动力特征，总结在静力、动力作用下结构的受力特性、应力和变形的分布规律，为该工程结构计算与设计提供依据。
이“포성청길능원화공유한책임공사위북매화공완구엄외공수정화공정”항목중적“H PS징청지”적결구형식우화위배경，채용유한원분석연건MIDAS/Gen분별건립원방안화우화후방안 HPS징청지적결구모형，결합징청지특수적공예요구화기결구소수하재정황，분석비교량충모형정력화동력특정，총결재정력、동력작용하결구적수력특성、응력화변형적분포규률，위해공정결구계산여설계제공의거。
With the background of the structure optimization of the "HPS clarifier"in"the water purification project outside the plant of Weibei coal chemical industry park under the charge of Pucheng Clean Energy Chemical Industry Co .Ltd .",using fi‐nite element analysis software MIDAS/Gen ,the structure models of HPS were established for clarification pool of original scheme and the optimized combination of clarifier .Combining with special process requirements and the structure of the load , the paper analyses and compares static and dynamic characteristics of two models ,and summarizes the distribution principles of force characteristics ,structure stress and deformation under the static ,dynamic action ,to provide a basis for the engineering structure calculation and design of the project .The structure of HPS clarifier is concrete ,composed of pool wall ,column ,wall and various support components .The original scheme is slab column‐shear wall structure ,and the optimized scheme is frame‐shear wall structure .Through calculation and analysis ,it is concluded that the optimized structure has been greatly improved in the bearing capacity and economic aspects .