[1]张兴虎,王 建,潘树宾,等.套筒浆锚连接柱的抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2013,45(02):164-170.[doi:10.15986/j.1006-7930.2013.02.003]
　ZHANGXinhu,WANG Jian,PAN Shu-bin,et al.Experimental research on seismic performance of new fabricated column spliced by grout sleeves[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(02):164-170.[doi:10.15986/j.1006-7930.2013.02.003]
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套筒浆锚连接柱的抗震性能试验研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
45
期数:
2013年02期
页码:
164-170
栏目:
出版日期:
2013-04-30

文章信息/Info

Title:
Experimental research on seismic performance of new fabricated column spliced by grout sleeves
文章编号:
1006-7930(2013)02-0164-07
作者:
张兴虎1; 王 建1; 潘树宾2; 姜维山1; 李青宁1; 于庆荣3
(1.西安建筑科技大学土木工程学院,陕西 西安 710055;2.隆基泰和有限公司,河北 高碑店 074000;3.天津大学建筑工程学院,天津 30072)
Author(s):
ZHANGXinhu1; WANG Jian1; PAN Shu-bin2; JIANG Wei-shan1; LI Qing-ning1; YU Qing-rong3
(1.College 0fCivil Engineering, Xian University Of Architecture and Technology, Xian 710055, China; 2.HebeiHechuang Architecture Energy saving and technology CO., LTD, Tianjin 300000, China; 3.College Of Architecture Engineering, Tianjin University, Tianjin 30072, China)
关键词:
约束混凝土柱; 装配整体式; 套筒浆锚连接; 抗震性能
Keywords:
confined concrete column;  assembled monolithic;  grout sleeves;  seismic behavior
分类号:
TU375;TU317+.1
DOI:
10.15986/j.1006-7930.2013.02.003
文献标志码:
A
摘要:
提出一种装配框架柱的新型连接形式:套筒浆锚连接形式.采用足尺模型,设计了2个套筒浆锚连接高强箍筋约束混凝土柱和2个现浇普通箍筋柱对比.通过低周反复加载试验,与现浇普通箍筋柱对比,研究套筒浆锚连接高强箍筋约束混凝土柱的承载能力和抗震性能.试验结果表明:此种连接形式可靠,且在相同的条件下套筒浆锚连接高强箍筋约束混凝土柱具有和现浇普通箍筋柱相当的承载能力和耗能能力
Abstract:
A new connection type of frame fabricated column is proposed i. e. connection type of grout sleeves. By use of the comparable full scale model test method, two confined concrete columns with horizontal strengthened bars spliced by grout sleeves and two cast-in site column with plain stirrups were designed and constructed. Through reversed low cyclic loading test, compared with the cast-in site column with plain stirrups, the bearing capacity and the seismic performance of the confined concrete column with horizontal bar was studied. The test results indicated: This connection type is reliable. And under the same condition, the bearing capacity and the seismic behavior of the confined concrete column with horizontal strengthened bars spliced by grout sleeves are equal to the cast-in-site column with plain stirrups.

参考文献/References:

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[6] 史庆轩,姜维山,张兴虎,等.箍筋约束混凝土结构及其发展展望[J].建筑结构学报,2009(增刊2):109-114

Shi Qing-xuan,Jiang Wei-shan,Zhang Xing-hu,et al.Development and prospects of hoop reinforcement confined concrete[J].Journal of Building Structures,2009(S2):109-114

[7] 中华人民共和国住房和城乡建设部,GB/T50152-2012混凝土结构试验方法标准[S].北京:中国建筑工业出版社,2012.

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Ministry of Housing and Urban-Rural Development of the Peoples Republic of China,GB500102010 .Code for design of concrete structure[S].Beijing:China Building Industry Press,2010.

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备注/Memo

备注/Memo:
收稿日期:2012-11-09 修改稿日期:2013-03-27
基金项目:国家自然科学基金将资助项目(10572107);河北省地方科技项目(2011188)
作者简介:张兴虎(1956-),男,陕西凤翔人,教授级高级工程师,主要从事工程结构抗震理论与试验研究.
更新日期/Last Update: 2015-10-05