[1]王鹏,丁汉山,吕志涛,等.碳绞线体外预应力在桥梁中的应用[J].东南大学学报(自然科学版),2007,37(6):1061-1065.[doi:10.3969/j.issn.1001-0505.2007.06.024]
　Wang Peng,Ding Hanshan,Lü Zhitao,et al.Application study of external prestressing by CFCC in bridge[J].Journal of Southeast University (Natural Science Edition),2007,37(6):1061-1065.[doi:10.3969/j.issn.1001-0505.2007.06.024]
点击复制

碳绞线体外预应力在桥梁中的应用()
分享到：

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

卷:
37
期数:
2007年第6期
页码:
1061-1065
栏目:
交通运输工程
出版日期:
2007-11-20

文章信息/Info

Title:
Application study of external prestressing by CFCC in bridge
作者:
王鹏1;  丁汉山1;  吕志涛1;  张义贵2;  张睿2;  朗冬梅3
1 东南大学土木工程学院, 南京 210096; 2 淮安市高速公路建设指挥部, 淮安 223001; 3 江苏省交通科学研究院, 南京 210017
Author(s):
Wang Peng1;  Ding Hanshan1;  Lü Zhitao1;  Zhang Yigui2;  Zhang Rui2;  Lang Dongmei3
1 School of Civil Engineering, Southeast University, Nanjing 210096, China
2 Huai’an Municipal Expressways Construction Headquarter, Huai’an 223001, China
3 Jiangsu Transportation Institute, Nanjing 210017, China
关键词:
桥梁;  体外预应力;  CFRP筋;  延性;  抗弯承载力
Keywords:
bridge;  externally prestressed;  carbon fiber reinforced polymer tendon;  ductility;  flexural capacity
分类号:
U448.21;TU377.9
DOI:
10.3969/j.issn.1001-0505.2007.06.024
摘要:
为解决混凝土桥梁中钢筋锈蚀引发的问题,采用CFRP筋中的碳绞线作体外束施加预应力.探讨了碳绞线体外预应力混凝土桥梁的结构特点和构造措施,以及该类桥梁中挠度、延性及抗弯、抗剪的计算分析方法.据此在淮安市的何圩桥中研究设计了一跨碳绞线体外预应力混凝土简支梁,并利用有限元法等对其延性和抗弯承载力进行了分析.研究表明,该桥的筋束应力、裂缝宽度、挠度、延性及极限抗弯承载能力各项指标均能满足设计要求.碳绞线体外预应力桥梁发展前景看好.
Abstract:
In order to solve the problem of steel tendons corrosion in concrete bridge, CFCC(carbon fiber composite cable), a kind of CFRP(carbon fiber reinforced polymer)tendons, is introduced to serve as external tendon for prestressing. The structural properties of concrete bridge externally prestressed with CFCC, and the analysis methods of deflection, ductility, bending and shear design of the bridge are discussed. According to the methods, a simple girder of Hewei bridge in Huai’an, Jiangsu, China was designed; and the finite element method etc. are used to analyze its ductility and flexural capacity. It can be concluded that the tendon stress, crack width, deflection, ductility, and the flexural capacity of the bridge all meet the design specification. Therefore this kind of bridges is promising.

参考文献/References:

[1] ACI Committee 440.ACI 440.4R-04 Prestressing concrete structures with FRP tendons[S].Farmington Hills,Mich:American Concrete Institute,2004.
[2] Grace N F,Navarre F C,Nacey R B,et al.Design-construction of bridge street bridge—first CFRP bridge in the United States [J]. PCI Journal,2002,47(5):20-35.
[3] JSCE.Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials[S].Tokyo:Research Committee on Continuous Fiber Reinforcing Materials,JSCE.1997.
[4] Gilstrap J M,Burke C R,Dowden D M,et al.Development of FRP reinforcement guidelines for prestressed concrete structures [J]. Journal of Composites for Construction,1997,1(4):131-139.
[5] Grace N F,Enomoto T,Abdel-sayed G,et al.Experimental study and analysis of a full-scale CFRP/CFCC double-tee bridge beam [J].PCI Journal,2003,48(4):120-139.
[6] 中华人民共和国交通部.JTG D62—2004 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,2004.
[7] ACI Committee.ACI 440.1R-06 Guide for the design and construction of structural concrete reinforced with FRP bars [S].Farmington Hills,Mich:American Concrete Institute,2006.
[8] Zou P X W.Flexural behavior and deformability of fiber reinforced polymer prestressed concrete beams [J]. Journal of Composites for Construction,2003,7(4):275-284.
[9] Abdelrahman A A,Rizkalla S H.Deflection control of concrete beams pretensioned by CFRP reinforcements[J]. Journal of Composites for Construction,1999,3(2):55-62.
[10] 中华人民共和国建设部.GB 50010—2002 混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.

相似文献/References:

[1]刘钊,贺志启,王景全.基于能量法的体外预应力梁力筋应力增量研究[J].东南大学学报(自然科学版),2008,38(1):136.[doi:10.3969/j.issn.1001-0505.2008.01.026]
　Liu Zhao,He Zhiqi,Wang Jingquan.Stress increment study of external tendons based on energy method[J].Journal of Southeast University (Natural Science Edition),2008,38(6):136.[doi:10.3969/j.issn.1001-0505.2008.01.026]
[2]王新玲,曹双寅.局部张拉预应力筋加固混凝土超静定梁的内力计算[J].东南大学学报(自然科学版),2004,34(1):89.[doi:10.3969/j.issn.1001-0505.2004.01.021]
　Wang Xinling,Cao Shuangyin.Inner force on strengthening concrete statically indeterminate beams prestressed with localized tendons[J].Journal of Southeast University (Natural Science Edition),2004,34(6):89.[doi:10.3969/j.issn.1001-0505.2004.01.021]
[3]李鹏,刘钊.钢筋混凝土桥墩压弯承载力统一算法[J].东南大学学报(自然科学版),2003,33(5):660.[doi:10.3969/j.issn.1001-0505.2003.05.028]
　Li Peng,Liu Zhao.Unified method for calculating the axial and bending bearing capacity of RC piers[J].Journal of Southeast University (Natural Science Edition),2003,33(6):660.[doi:10.3969/j.issn.1001-0505.2003.05.028]
[4]黄志伟,黄侨,任远.基于程度分析的中小桥梁评估方法[J].东南大学学报(自然科学版),2012,42(2):358.[doi:10.3969/j.issn.1001-0505.2012.02.031]
　Huang Zhiwei,Huang Qiao,Ren Yuan.Assessment method of existing bridge with mid-small span based on degree analysis theory[J].Journal of Southeast University (Natural Science Edition),2012,42(6):358.[doi:10.3969/j.issn.1001-0505.2012.02.031]
[5]王新定,戴航,丁汉山,等.体外预应力CFRP筋混凝土梁正截面抗弯试验研究[J].东南大学学报(自然科学版),2009,39(3):557.[doi:10.3969/j.issn.1001-0505.2009.03.026]
　Wang Xinding,Dai Hang,Ding Hanshan,et al.Experimental study on flexural behaviour of concrete beams prestressed with external CFRP tendons[J].Journal of Southeast University (Natural Science Edition),2009,39(6):557.[doi:10.3969/j.issn.1001-0505.2009.03.026]
[6]王景全,刘钊,吕志涛.基于挠度的体外与体内无粘结预应力筋应力增量[J].东南大学学报(自然科学版),2005,35(6):915.[doi:10.3969/j.issn.1001-0505.2005.06.019]
　Wang Jingquan,Liu Zhao,Lü Zhitao.Stress increment of prestressing tendons based on deflection for unbonded or external prestressed beams[J].Journal of Southeast University (Natural Science Edition),2005,35(6):915.[doi:10.3969/j.issn.1001-0505.2005.06.019]
[7]叶见曙,贾琳,钱培舒.混凝土箱梁温度分布观测与研究[J].东南大学学报(自然科学版),2002,32(5):788.[doi:10.3969/j.issn.1001-0505.2002.05.024]
　Ye Jianshu,Jia Lin,Qian Peishu.Observation and research on temperature distribution in concrete box girders[J].Journal of Southeast University (Natural Science Edition),2002,32(6):788.[doi:10.3969/j.issn.1001-0505.2002.05.024]
[8]夏修身,陈兴冲,李建中.隔震桥梁合理结构阻尼模型[J].东南大学学报(自然科学版),2016,46(1):140.[doi:10.3969/j.issn.1001-0505.2016.01.023]
　Xia Xiushen,Chen Xingchong,Li Jianzhong.Reasonable structure damping model of isolated bridge[J].Journal of Southeast University (Natural Science Edition),2016,46(6):140.[doi:10.3969/j.issn.1001-0505.2016.01.023]
[9]张峰,陆小蕊,叶见曙,等.波形钢腹板组合梁体外预应力极限应力模型试验及建议公式[J].东南大学学报(自然科学版),2018,48(5):834.[doi:10.3969/j.issn.1001-0505.2018.05.009]
　Zhang Feng,Lu Xiaorui,Ye Jianshu,et al.Test and formula for ultimate stress of externally prestressed tendons in corrugated steel web composite beam[J].Journal of Southeast University (Natural Science Edition),2018,48(6):834.[doi:10.3969/j.issn.1001-0505.2018.05.009]

备注/Memo

备注/Memo:
基金项目: 江苏省交通科学研究计划资助项目(03Y028).
作者简介: 王鹏(1973—),男,博士生; 吕志涛(联系人),男,教授,中国工程院院士,fengchuhk@yahoo.com.cn.
更新日期/Last Update: 2007-11-20