某排架柱网架屋盖网球馆的可靠性鉴定  

The reliability appraisal of a bent frame column and grid roof truss structure’s indoor tennis stadium

作　　者：陈国棋[1] 陈培福 郑泉洪 郑耀宗[1] 

机构地区：[1]福建省建筑科学研究院,福建福州350025

出　　处：《福建建筑》2013年第8期1-3,共3页Fujian Architecture & Construction

摘　　要：本文通过工程实例,介绍排架柱网架屋盖结构一般检测鉴定方法;针对网架屋盖和下部混凝土排架柱结构共同工作问题,采用按空间整体计算模型对排架柱承载力进行验算并指出计算过程须注意的要点,为今后类似工程检测鉴定提供参考。With engineering examples,this paper introduces the general method for appraisal of the bent frame column and grid roof truss structure.Aiming at the common work of grid rooftruss and the lower concrete bent frame column structure,a spatial integral calculation modelwas used to recompute the bearing capacity of bent frame column and the noticeable points incalculation process were pointed out.It can provided some references of appraisal for similarengineerings.

关 键 词：排架柱 网架屋盖 重量等效 可靠性鉴定 

分 类 号：TU392.5[建筑科学—结构工程]