紫荆关水电站厂房排架柱的结构设计  

Structural design of Zijingguan hydroelectric power station workshop row of trestle

作　　者：杜秀萍[1] 骆红伟 

机构地区：[1]保定市水利水电勘测设计院,河北保定071000

出　　处：《水科学与工程技术》2010年第6期28-29,共2页Water Sciences and Engineering Technology

摘　　要：针对水电站厂房排架柱在结构中承受的荷载、控制截面的内力及组合进行了分析,讨论了排架柱在结构计算中应当注意的荷载计算、控制截面内力的确定和柱吊装、配筋、裂缝计算等问题,并提出了解决办法。In view the load of a hydroelectric power station workshop row of trestle,the endogenic force and the combination of the control section which withstood in the structure has carried on the analysis,discussed a row of trestle the load computation which had to pay attention in the structure computation,the control section endogenic force determination and the column hoisting,matches questions and so on muscle,crack computation proposed solution.

关 键 词：紫荆关水电站 厂房排架柱 荷载 内力组合 配筋 吊装 裂缝宽度 

分 类 号：TV731[水利工程—水利水电工程]