8度区混凝土小型空心砌块芯柱构造柱布置的探讨  

DISCUSSION ON SCHEMES OF CONCRETE SMALL-SIZE HOLLOW BLOCK CORE COLUMN AND CONSTRUCTIONAL COLUMN IN SEISMIC REGIONS OF INTENSITY 8

作　　者：郭俊杰[1] 张惠英[1] 

机构地区：[1]清华大学土木工程系,北京100084

出　　处：《工业建筑》2006年第4期43-45,29,共4页Industrial Construction

基　　金：北京市墙体改革办公室的基金资助

摘　　要：对8度区某12层混凝土小型空心砌块建筑分别采用芯柱、构造柱、构造柱结合芯柱3种布置及结构计算，并通过与对应的6-11层砌块建筑进行分析比较，探讨了不同结构布置的适用范围，对在8度区采用小型混凝土空心砌块芯柱、构造柱的布置提出了建议。Three schemes of core column , constructional column and constructional column combined with core column are applied to a 12-storeyed concrete small-size hollow block building in seismic regions of intensity 8 , and each structure is computed , According to comparing and analyzing corresponding 6^th - 11^th floor masonry building , the applicable bound of different structural designs is discussed , and some advices on core column and constructional column designs of using concrete small-size hollow blocks in seismic regions of intensity 8 are pointed out.

关 键 词：空心砌块 芯柱 构造柱 

分 类 号：TU364[建筑科学—结构工程]