中韩压型钢板-混凝土组合楼板规程比较  

COMPARISON ON THE DESIGN CODE OF COMPOSITE STEEL DECK SLAB IN CHINA AND SOUTH KOREA

作　　者：成钟寿[1] 王元清[1] 石永久[1] 

机构地区：[1]清华大学土木工程系结构和振动教育部重点实验室,北京100084

出　　处：《低温建筑技术》2010年第2期10-12,15,共4页Low Temperature Architecture Technology

摘　　要：文中对比了中韩两国之间对压型钢板-混凝土组合板设计方法,根据两国现行的相关规范对承载力计算方法、挠度计算方法、自振频率和耐火的规定进行了比较,列举了一个工程实例。两者的设计方法之间有些方法不同。施工阶段承载力的计算结果表明:中国规范比韩国规范更加保守。在使用阶段的计算结果则表明:韩国规范偏保守。In this paper, based on the design code of China and Korea, different calculating method of moment-resistant in constructional and composite stage, deflection, natural vibration frequency checking computation, fire-resisting capacities and its calculating results for engineering examples are carried out. The comparative results show that these two design methods are different： load carrying capacities in constructional stage by China code is more conservative. In composite stage, Korea design method is more conservative.

关 键 词：压型钢板 组合楼板 韩国 设计规范 

分 类 号：TU398.1[建筑科学—结构工程]