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.
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
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
Zijingguan hydroelectric power station
workshop row of trestle
load
endogenic force combination
matches the muscle
hoisting
crack opening