| 新型全装配式干式连接框架柱的试验研究 |
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| 引用本文： | 汪梅,梁书亭,李刻铭.新型全装配式干式连接框架柱的试验研究[J].建筑技术,2010,41(1):52-55. |
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| 作者姓名： | 汪梅 梁书亭 李刻铭 |
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| 作者单位： | 1. 南京工程兵工程学院人防工程设计院,210007,南京
2. 东南大学土木上程学院,210096,南京 |
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| 基金项目： | 教育部高等学校博士学科专项科研基金(20060286043);;江苏省“六大人材高峰”资助项目(110500150);;江苏省建设系统科技项目(JS2005ZD13);;南京建设委员会项目(宁建科208592) |
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| 摘 要： | 通过对5个足尺框架柱进行低周反复循环荷载试验,研究了新型全装配式干式连接框架柱的承载能力和抗震性能。试验结果表明:在相同的尺寸、配筋及试验条件下,新型全装配式干式连接框架柱具有与整浇柱相当的承载力;其抗震性能良好;利用焊接连接的全装配式柱是可靠的。
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| 关 键 词： | 干式连接 抗震性能 全装配式 框架柱 |
EXPERIMENTAL STUDY OF NEW TOTAL-PREFABRICATED CONCRETE FRAME COLUMN WITH DRY-CONNECTION UNDER LOW REVERSE CYCLIC LOADING |
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| WANG Mei,LIANG Shu-ting,LI Ke-ming.EXPERIMENTAL STUDY OF NEW TOTAL-PREFABRICATED CONCRETE FRAME COLUMN WITH DRY-CONNECTION UNDER LOW REVERSE CYCLIC LOADING[J].Architecture Technology,2010,41(1):52-55. |
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| Authors: | WANG Mei LIANG Shu-ting LI Ke-ming |
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| Affiliation: | 1.Civil Defense Engineering Design Institute Engineering Institute of Engineering Corps/a>;210007/a>;Nanjing/a>;China/a>;2.College of Civil Engineering/a>;Southeast University/a>;210096/a>;China |
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| Abstract: | The bearing capacity and seismic behavior of new total-prefabricated concrete frame column with dry-connection were investigated under low reverse cyclic loading by five full size frame column.The test results showed that bearing capacity of new total-prefabricated concrete frame column with dry-connection was equal to the cast-in-suit one,it also had good seismic behavior.We can conclude that new total-prefabricated concrete frame column which used welding as its attended mode was reliable. |
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| Keywords: | dry-connection seismic behavior total-prefabricated frame column |
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