高烈度区1000MW机组侧煤仓结构选型研究  

Research on structure selection of boiler-side bunker building for 1 000MW unit in highly seismic region

作　　者：王勇强[1] 吴冰[1] 张凌伟[1] 李兴利[1] 

机构地区：[1]中国电力顾问集团华北电力设计院工程有限公司,北京100120

出　　处：《武汉大学学报（工学版）》2013年第S1期113-116,共4页Engineering Journal of Wuhan University

摘　　要：针对高烈度区侧煤仓选型问题,建立了1 000MW火力发电厂侧煤仓计算模型,分析比较了采用钢筋混凝土结构与钢结构时侧煤仓单跨框架布置方案、双跨框架布置方案和三跨框架布置方案的优点和缺点,并对不同方案进行了技术经济性比较,以期为高烈度区侧煤仓选型提供参考.A computational model of the boiler-side bunker building for 1 000MW unit in highly seismic region is build.Different structure layouts including single span frame,two span frame and three span frame are analytically compared when the structure is constructed with reinforced concrete or steel.It is expected to be helpful as reference for the selection of the boiler-side bunker building of 1 000MW unit.

关 键 词：高烈度区 1 000MW发电机组 侧煤仓 单跨框架 双跨框架 三跨框架 

分 类 号：TU318[建筑科学—结构工程]