[1]杨春,蔡健,张学文,等.劲性钢管混凝土组合柱轴压性能试验研究[J].东南大学学报(自然科学版),2002,32(5):715-718.[doi:10.3969/j.issn.1001-0505.2002.05.008]
 Yang Chun,Cai Jian,Zhang Xuewen,et al.Experimental research on the composite column with cone of concrete filled steel tube under axial loads[J].Journal of Southeast University (Natural Science Edition),2002,32(5):715-718.[doi:10.3969/j.issn.1001-0505.2002.05.008]
点击复制

劲性钢管混凝土组合柱轴压性能试验研究()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
32
期数:
2002年第5期
页码:
715-718
栏目:
土木工程
出版日期:
2002-09-20

文章信息/Info

Title:
Experimental research on the composite column with cone of concrete filled steel tube under axial loads
作者:
杨春 蔡健 张学文 吴轶 谢晓锋
华南理工大学土木工程系,广州 510640
Author(s):
Yang Chun Cai Jian Zhang Xuewen Wu Yi Xie Xiaofeng
Department of Civil Engineering, South China University of Technology, Guangzhou 510640, China
关键词:
高强混凝土 钢管混凝土 试验研究 轴心受压 力学性能
Keywords:
high-strength concrete steel reinforced concrete experimental study axial loading mechanical property
分类号:
TU375.3
DOI:
10.3969/j.issn.1001-0505.2002.05.008
摘要:
采用15 MN大型长柱压力试验机对10根劲性钢管混凝土组合柱试件进行轴心受压试验,在试验现象和数据分析的基础上,研究劲性钢管混凝土组合柱的轴压力学性能,分析柱的钢管(骨)含钢率、纵筋配筋率、配箍率及截面形式等因素对组合柱轴压性能的影响.研究结果表明外包钢筋混凝土能够与核心钢管混凝土共同工作,柱的钢管(骨)含钢率、纵筋配筋率、配箍率及截面形式等因素对柱的轴压性能有显著的影响.
Abstract:
Ten concrete filled steel tube composite columns are tested under axial loads using 15 MN pressure testing machine. The mechanical property of composite columns under axial load, the influential factors such as steel tube ratio, reinforcing steel bars ratio and the shape of section of column are studied. The results show that the outer reinforced concrete can work together with inner concrete filled steel tube, and all influential factors have noticeable effect on the performance of the composite columns.

参考文献/References:

[1] 谢晓锋.高强钢管(骨)混凝土核心柱轴压性能的试验研究[D].广州:华南理工大学土木系,2002.
[2] 叶列平,方鄂华.钢骨混凝土构件的受力性能研究综述[J].土木工程学报,2000,33(5):1-12.
  Ye Lieping,Fang Ehua.State-of-art of study on the behaviors of steel reinforced concrete structure [J].China Civil Engineering Journal,2000,33(5):1-12.(in Chinese)
[3] 李惠,王震宇,吴波.钢管高强混凝土叠合柱的轴力分配及名义轴压比限值分析[J].世界地震工程,1999,15(2):1-8.
  Li Hui,Wang Zhengyu,Wu Bo.Analysis on axial loading distribution and limitation of nominal axial compression ratio of laminated column with high strength concrete filled steel tube [J].World Information on Earthquake Engineering,1999,15(2):1-8.(in Chinese)
[4] 赵国藩,张德娟,黄承逵.钢管砼增强高强砼柱抗震性能的研究[J].大连理工大学学报,1996,26(11):759-766.
  Zhao Guofan,Zhang Dejuan,Huang Chengkui.Seismic study on strengthened high-strength concrete filled steel tubular column [J].Journal of Dalian University of Technology,1996,26(11):759-766.(in Chinese)
[5] 叶列平,方鄂华,周正海,等.钢骨混凝土柱的轴压力限值[J].建筑结构学报,1997,18(5):43-50.
  Ye Lieping,Fang Ehua,Zhou Zhenghai,et al.Axial load limit for steel reinforced concrete columns [J].Journal of Building Structures,1997,18(5):43-50.(in Chinese)
[6] 叶列平.钢骨混凝土柱的设计方法[J].建筑结构,1997,27(5):8-12.
  Ye Lieping.Design methods of steel reinforced concrete columns [J].Building Structure,1997,27(5):8-12.(in Chinese)

相似文献/References:

[1]李敏,钱春香.高强混凝土受火后抗渗透性能衰减规律[J].东南大学学报(自然科学版),2006,36(5):825.[doi:10.3969/j.issn.1001-0505.2006.05.029]
 Li Min,Qian Chunxiang.Degradation of permeability resistance of high strength concrete after exposed to fire[J].Journal of Southeast University (Natural Science Edition),2006,36(5):825.[doi:10.3969/j.issn.1001-0505.2006.05.029]
[2]王浩,杨玉冬,李爱群,等.土-桩-结构相互作用对大跨度CFST拱桥地震反应的影响[J].东南大学学报(自然科学版),2005,35(3):433.[doi:10.3969/j.issn.1001-0505.2005.03.023]
 Wang Hao,Yang Yudong,Li Aiqun,et al.Influences of soil-pile-structure interaction on seismic response of long span CFST arch bridge[J].Journal of Southeast University (Natural Science Edition),2005,35(5):433.[doi:10.3969/j.issn.1001-0505.2005.03.023]
[3]阮静,叶见曙,谢发祥,等.高强度混凝土水化热的研究[J].东南大学学报(自然科学版),2001,31(3):53.[doi:10.3969/j.issn.1001-0505.2001.03.013]
 Ruan Jing,Ye Jianshu,Xie Faxiang,et al.Study on Heat of Hydration on High Strength Concrete[J].Journal of Southeast University (Natural Science Edition),2001,31(5):53.[doi:10.3969/j.issn.1001-0505.2001.03.013]
[4]赵永利,孙伟,罗欣.高强及钢纤维高强混凝土K1C、δ1C的研究[J].东南大学学报(自然科学版),1997,27(2):133.[doi:10.3969/j.issn.1001-0505.1997.02.026]
 Study on K 1C and δ 1C of HSC and SFRHSC[J].Journal of Southeast University (Natural Science Edition),1997,27(5):133.[doi:10.3969/j.issn.1001-0505.1997.02.026]
[5]叶邦土,蒋金洋,孙伟,等.玄武岩纤维增强大掺量矿物掺合料高强混凝土试验研究[J].东南大学学报(自然科学版),2011,41(3):611.[doi:10.3969/j.issn.1001-0505.2011.03.035]
 Ye Bangtu,Jiang Jinyang,Sun Wei,et al.Experimental study on reinforcing HSC with large volume mineral admixtures basalt fibers[J].Journal of Southeast University (Natural Science Edition),2011,41(5):611.[doi:10.3969/j.issn.1001-0505.2011.03.035]
[6]左志亮,蔡健,朱昌宏.带约束拉杆L形钢管混凝土短柱的偏压试验研究[J].东南大学学报(自然科学版),2010,40(2):346.[doi:10.3969/j.issn.1001-0505.2010.02.025]
 Zuo Zhiliang,Cai Jian,Zhu Changhong.Experimental research on L-shape CFT stub columns with binding bars subjected to eccentric compression[J].Journal of Southeast University (Natural Science Edition),2010,40(5):346.[doi:10.3969/j.issn.1001-0505.2010.02.025]
[7]林立岩,李庆钢.混凝土与钢的组合促进高层建筑结构的发展[J].东南大学学报(自然科学版),2002,32(5):702.[doi:10.3969/j.issn.1001-0505.2002.05.005]
 Lin Liyan,Li Qinggang.Composition of concrete and steel promotes the development of high-rise building[J].Journal of Southeast University (Natural Science Edition),2002,32(5):702.[doi:10.3969/j.issn.1001-0505.2002.05.005]
[8]慕儒,严安,孙伟.荷载作用下高强混凝土的抗冻性[J].东南大学学报(自然科学版),1998,28(4):138.[doi:10.3969/j.issn.1001-0505.1998.04.028]
 Mu Ru,Yan An,Sun Wei.Frost Resistance of High Strength Concrete on Preloading Flexural Stress[J].Journal of Southeast University (Natural Science Edition),1998,28(5):138.[doi:10.3969/j.issn.1001-0505.1998.04.028]

备注/Memo

备注/Memo:
基金项目: 广东省自然科学基金资助项目(990565)、广东省高教厅“千百十工程”优秀人才培养基金资助项目、广州市建委科学基金资助项目(9915).
作者简介: 杨春(1973—),男,博士生; 蔡健(联系人),男,教授,博士生导师,cvjcai@scut.edu.cn.
更新日期/Last Update: 2002-09-20