| 8度区混凝土小型空心砌块芯柱构造柱布置的探讨 |
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| 引用本文： | 郭俊杰,张惠英. 8度区混凝土小型空心砌块芯柱构造柱布置的探讨[J]. 工业建筑, 2006, 36(4): 43-45,29 |
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| 作者姓名： | 郭俊杰 张惠英 |
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| 作者单位： | 清华大学,土木工程系,北京,100084;清华大学,土木工程系,北京,100084 |
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| 基金项目： | 北京市墙体改革办公室的基金 |
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| 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。
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| 关 键 词： | 空心砌块 芯柱 构造柱 |
| 收稿时间： | 2005-12-20 |
| 修稿时间： | 2005-12-20 |
DISCUSSION ON SCHEMES OF CONCRETE SMALL-SIZE HOLLOW BLOCK CORE COLUMN AND CONSTRUCTIONAL COLUMN IN SEISMIC REGIONS OF INTENSITY 8 |
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| Guo Junjie,Zhang Huiying. DISCUSSION ON SCHEMES OF CONCRETE SMALL-SIZE HOLLOW BLOCK CORE COLUMN AND CONSTRUCTIONAL COLUMN IN SEISMIC REGIONS OF INTENSITY 8[J]. Industrial Construction, 2006, 36(4): 43-45,29 |
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| Authors: | Guo Junjie Zhang Huiying |
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| Affiliation: | Dept. of Civil Engineering , Tsinghua University Beijing 100084 |
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| Abstract: | 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. |
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| Keywords: | hollow block core column constructional column |
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