地下水池中内框架的整体建模计算与手册平面算法对比分析  

A Comparative Analysis between Ensemble Modeling Algorithm and Manual Algorithm of Interior Frame in the Underground Pool Structures

作　　者：高捷 Gao Jie(No.3 Design Institute Of Shanghai Municipal Engineering Design Institute(Group)Co.Ltd.,Shanghai,200092)

机构地区：[1]上海市政工程设计研究总院(集团)有限公司第三设计研究院,上海200092

出　　处：《江西建材》2023年第12期302-303,306,共3页Jiangxi Building Materials

摘　　要：随着城市雨水系统更新,调蓄池的建设规模及数量日渐增多。针对调蓄池水池结构,由于其体积较大及池体本身内部构造需求,通常需在其内设置内框架以保证整体性及经济性。当计算内框架时,采用常规手册算法具有一定局限性,故需采用整体计算方法加以佐证。文中结合实际工程,对比两种计算方法结果,供设计人员参考借鉴。With the renewal of urban rainwater system,the construction scale and quantity of regulation tanks are increasing.Because of the bulk mass and the internal structural requirements,regulation tanks are used to set interior frame to ensure the entirety and economy.When calculating the internal frame,the conventional manual algorithm has some limitations.Therefore,it is necessary to use the ensemble modeling algorithm to prove it.In this paper,combining with practical engineering,the results of the two calculation methods will be compared for reference by designers.

关 键 词：调蓄池 内框架 整体计算 

分 类 号：TU99[建筑科学—市政工程]