[1]孙宝俊,周国华.体外预应力结构技术及应用综述[J].东南大学学报(自然科学版),2001,31(1):109-113.[doi:10.3969/j.issn.1001-0505.2001.01.025]
 Sun Baojun,Zhou Guohua.A Survey on Structural Techniques and Applications of External Prestressing[J].Journal of Southeast University (Natural Science Edition),2001,31(1):109-113.[doi:10.3969/j.issn.1001-0505.2001.01.025]
点击复制

体外预应力结构技术及应用综述()
分享到:

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

卷:
31
期数:
2001年第1期
页码:
109-113
栏目:
土木工程
出版日期:
2001-01-20

文章信息/Info

Title:
A Survey on Structural Techniques and Applications of External Prestressing
作者:
孙宝俊1 周国华2
1 东南大学土木工程学院,南京 210096; 2 江阴城市建筑工程公司, 江阴 214400
Author(s):
Sun Baojun1 Zhou Guohua2
1 College of Civil Engineering, Southeast University, Nanjing 210096; 2 Jiangyin Urban Construction Engineering Company, Jiangyin 214400)
关键词:
体外预应力 结构技术 预应力混凝土 桥梁 房屋结构
Keywords:
external prestressing structural techniques prestressed concrete bridges building structures
分类号:
TU378
DOI:
10.3969/j.issn.1001-0505.2001.01.025
摘要:
阐述了体外预应力结构的概念与体系、发展状况; 系统地论述了体外预应力结构的力学特征、耐久性、转向块设计、结构加固等,以及在我国的应用前景.
Abstract:
The concepts, systems and developments of externally prestressed structures are described; and the mechanical behavior, durability, deviators design, strengthening by external prestressing as well as the application future in China are studied.

参考文献/References:

[1] Muller J.Construction of Long Key bridge.PCI Journal,1980(6):97~111
[2] 傅温主编.高效预应力混凝土工程技术.北京:中国民航出版社,1996.599~626
[3] 范立础主编.预应力混凝土连续梁桥.北京:人民交通出版社,1988.86~109
[4] 冉一元.体外筋预应力混凝土桥梁技术的发展.桥梁建设,1992(4):40~49
[5] 张松,范宁译.体外预应力的相对效率.国外桥梁,1997(4):51~57
[6] Rabbat B G,Sowlat K.Testing of segmental concrete girders with external tendons.PCI Journal,1987,32(2):86~107
[7] Hindi.Enhancing strength and ductility of post-tensioned segmental box girder bridges.ACI Structural Journa1,1995,92(1):33~44
[8] Ramos G,Aparicio A C.Ultimate behavior of externally prestressed concrete bridges.Structural Engineering International,1995(3):172~177
[9] Aoricro A,Ramos G.Flexural strength of external prestressed concrete bridges.ACI Structural Journal,1996(5):512~522
[10] 单成林.体外力筋简支梁的配筋极限强度和使用阶段计算.华东公路,1995(4):46~50
[11] 牛斌.体外预应力混凝土梁弯曲性能分析.土木工程学报,1999,32(4):37~44
[12] 徐栋,项海帆.体外预应力桥梁的力学性能及其影响因素.国外桥梁,1999(3):1~4
[13] 徐恭义,杨进.预应力体外束的防蚀措施.桥梁建设,1993(3):130~132
[14] Tan K H,Ng C H.Effects of deviators and tendon configuration on behavior of externally prestressed beams.ACI Structural Journal,1997,94(1):13~22
[15] Roberts-Wollmann C L.Field measurements of prestress losses in external tendons.ACI Structural Journal,1996,93(5):595~601
[16] 陈开利译.桥梁中后张体外筋用的转向块的试验研究.国外桥梁,1994(1):44~51
[17] Barbaux S H,Zollman C C.Rehabilitation of the Boivir Viaduct-a multispan prestressed box girder bridge.PCI Journal,1986(2):22~47
[18] Straninger W,Wicke M.Bridge strengthening with additional prestressing.Structural Engineering International,1995(2):78~80
[19] Falkner H,Huang Z,Teufsh M.Strengthening bridges with unbonded prestressing.Structural Engineering International,1995(2):76~77
[20] Godart B.Strengthening prestressed concrete box girder bridges:the French experience.Structural Engineering International,1995(2):81~84
[21] Harajli M H.Strengthening concrete beams by external prestressing.PCI Journal,1993(6):76~88
[22] Sun B J.Rehabilitation of a grillage floor building.Structural Engineer,1998,76(2):22~24
[23] 杨文渊,徐.桥梁维修与加固.北京:人民交通出版社,1987.211~218
[24] 卫龙武,吕志涛.预应力加固工艺及计算.工业建筑,1991(3):22~26
[25] 张继文,吕志涛.预应力加固钢筋混凝土连续梁的试验研究.建筑结构,1995(3):20~25
[26] 张玉玲,王兴铎.应用预应力技术强化既有铁路钢桥.铁路建筑,1995(7):5~8
[27] 陈贵,李延和,闵明保,等.无粘结预应力钢绞线加固技术的应用.建筑技术,1998,23(67):388~390
[28] 李晨光.无粘结与体外预应力混凝土结构设计与施工研究.施工技术,1997(12):7~8
[29] 徐栋.体外预应力桥梁的发展,结构特性及其应用前景.华东公路,1997(6):3~6
[30] 孙宝俊.现代PRC结构设计.南京:南京出版社,1995.1~7
[31] 刘世林译.低矮断面梁体外预应力实践.国外公路,1995,15(1):28~34
[32] 余家俭译.体外预应力混凝土连续刚构桥.国外桥梁,1999(2):41~44
[33] 佐问智,江川元几,水上善睛,栗崎清志.外ケ一ブル?用押出レ施工にるょPC箱桁桥の设计(上、下).桥梁と基础,1995(4,5):17~25
[34] 李文伦,王娟译.体外索预应力混凝土桥的现状与发展.国外公路,1992(2):17~19

相似文献/References:

[1]王云飞,孟少平,贾卉琳,等.体外预应力加固混凝土简支梁的反拱挠度分析[J].东南大学学报(自然科学版),2007,37(6):1032.[doi:10.3969/j.issn.1001-0505.2007.06.018]
 Wang Yunfei,Meng Shaoping,Jia huilin,et al.Inverted arch deflection analysis for reinforced concrete beams strengthened by external prestressing tendons[J].Journal of Southeast University (Natural Science Edition),2007,37(1):1032.[doi:10.3969/j.issn.1001-0505.2007.06.018]
[2]项贻强,邱政,Bishnu Gupt Gautam.考虑滑移效应的体外预应力钢-混凝土组合梁自振频率分析[J].东南大学学报(自然科学版),2017,47(1):107.[doi:10.3969/j.issn.1001-0505.2017.01.019]
 Xiang Yiqiang,Qiu Zheng,Bishnu Gupt Gautam.Analysis on natural frequencies of steel-concrete composite beam with external prestressed tendons considering slip effects[J].Journal of Southeast University (Natural Science Edition),2017,47(1):107.[doi:10.3969/j.issn.1001-0505.2017.01.019]

备注/Memo

备注/Memo:
作者简介:孙宝俊,男,1963年生,教授,博士生导师.
External prestressing in bridges. ACI Special Publication SP-120,American Concrete Institute,Detroit,MI,1990.
External cables(special edition). Japan Journal of Prestressed Concrete,1990,32(5):7~64.
更新日期/Last Update: 2001-01-20