商洛市某地下污水厂架空格栅池设计要点分析

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英文篇名：Analysis of Design Points of Overhead Grille Pool of an Underground Sewage Treatment Plant in Shangluo City 作者：张文铸 ; 张风玲 英文作者：ZHANG Wen-zhu;ZHANG Feng-ling;Xi'an Branch of North China Municipal Engineering Design & Research Institute Co.Ltd.; 关键词：闸墩 ; 有限元分析 ; 实体单元 ; 应力法配筋 英文关键词：gate pier;;finite element analysis;;entity unit;;stress reinforcement 中文刊名：GCJS 英文刊名：Construction & Design for Engineering 机构：中国市政工程华北设计研究总院有限公司西安分公司; 出版日期：2019-04-30 出版单位：工程建设与设计 年：2019 期：No.406 语种：中文; 页：GCJS201908002 页数：2 CN：08 ISSN：11-3914/TU 分类号：11-12

摘要

地下式污水处理厂作为一种生态环保的场站建设方式,近年来在我国兴起,并获得了越来越广泛的应用。为了满足水力流程需要,并有效利用地下空间,工艺专业往往将预处理区的格栅池在地下箱体中架空布置。格栅池中部闸墩体型较大,需要依靠梁、柱或墙系统来支撑。闸墩为非杆件结构,需采用弹性力学方法计算。论文提供了一种有限元计算软件分析计算方法,对类似结构设计有一定借鉴意义。
        As an ecological and environmental protection plant construction method, underground sewage treatment plant has emerged in China in recent years, and it has been used more and more widely. In order to meet the needs of the hydroelectric process and effectivly use the underground space, in the pretreatment area, the grille pool is often arranged overhead in the underground box. The gate piers in the middle of the grille pool are large in size and need to be supported by beam, column or wall system. The pier is a non-bar structure, which needs to be calculated by elastic mechanics method. This paper provides a finite element software analysis method, which can be used for reference in similar structure design.

引文

[1]GB 50010-2010混凝土结构设计规范(2015年版)[S].
    [2]CECS138:2002给水排水工程钢筋混凝土水池结构设计规程[S].
    [3]SL 191-2008水工混凝土结构设计规范[S].