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Volume 38 Issue 11
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2008  >  38(11): 1-5
Li Peixun. RESEARCH ON THE RETARD-BONDED PRESTRESSED TECHNIQUE AND DEVELOPMENT PROSPECTS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 1-5. doi: 10.13204/j.gyjz200811001
Citation: Li Peixun. RESEARCH ON THE RETARD-BONDED PRESTRESSED TECHNIQUE AND DEVELOPMENT PROSPECTS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 1-5. doi: 10.13204/j.gyjz200811001
shu

RESEARCH ON THE RETARD-BONDED PRESTRESSED TECHNIQUE AND DEVELOPMENT PROSPECTS

doi: 10.13204/j.gyjz200811001
  • 1.

    China Jingye Engineering Co.,Ltd. Beijing 100088

  • Received Date: 2008-06-25
  • Publish Date: 2008-11-20
    Abstract
  • The retard-bonded prestressed concrete technique is a newly created prestressed concrete technique that has overcome the shortcomings of the bonded and unbonded prestressed concrete,which is a breakthrough development of prestressed concrete technique.It is reviewed the development of retard-bonded prestressed concrete technique;introduced the research results of this technique at home and abroad,the latest research trend and engineering application;and the research orientation to be further expanded is also pointed out.
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  • [2] 王起才.超缓凝砂浆的研究和应用.兰州铁道学院学报,1995,14(4):17-20
    宋玉普.新型预应力混凝土结构.北京:机械工业出版社,2006:207-271
    [3] 大西睦彦,平田(言成)一郎,山家芳大.橘梁建繁向けプレストレストコソクリ-ト-用高機能PC緊张材[ァヮタ-ボンド-PC鋼材].神户制鋼技報,2003,53(1):103-105
    [4] Shoji Shirabama,Atsushi Hattori,Toyoaki Miyagawa,et al.Properties of After-Set Type Prestressing Tendon and Flexural Behavior of Concrete Beams Using Tendon.1995:1021-1026
    [5] Shoji Shirabama,Tatsua Okazaki,Takeshi Kobayashi,et al.Properties of Pre-Grout Prestressing Tendon and Flexural Behavior of Concrete Beams Using the Tendon.2001:1 109-1 116
    [6] 王起才.缓粘结预应力混凝土构件试验研究.铁道学报,2002,23(1):90-93
    [7] 赵建昌,王起才.缓粘结预应力混凝土结构试验研究.铁道学报,2002,24(2):95-99
    [8] 赵建昌,王起才,李永和.超效缓凝砂浆与缓粘结预应力混凝土构件试验研究.土木工程学报,2003,36(8):57-62
    [9] 赵建昌,李永和,王起才.新型缓粘结预应力体系试验研究.建筑结构学报,2005,26(2):52-59
    [10] 李佩勋,尚仁杰,吴转琴,等.缓粘结预应力筋:中国,ZL02240778.2.2003-07-30
    [11] 吴转琴,尚仁杰,范蕴蕴,等.一种缓粘结预应力筋用胶粘剂:中国,ZL2005.1.0132504.X.2007-03-04
    [12] 曾昭波.缓粘结预应力体系力学性能的试验研究.北京:中冶集团建筑研究总院,2005
    [13] 张建玲,宋玉普,曲秀华.缓粘结部分预应力混凝土梁等幅疲劳性能试验研究.大连理工大学学报,2008,46(1):112-117
    [14] 张建玲,宋玉普,王志刚.缓粘结预应力筋的试验研究.施工技术,2007,36(3):21-23
    [15] 李金根,熊小林,张磊.缓粘结预应力摩阻测试及施工工艺研究//第十三届全国混凝土及预应力混凝土学术会议论文.北京:2005:416-421
    [16] 卢志勇,李金根.缓粘结预应力混凝土简支梁试验受弯裂缝研究.山西建筑,2007,33(2):64-65
    [17] 刘文华,刘立军,朱龙,等.缓粘结预应力钢绞线的试验研究.建筑技术,2003,34(12):917-918
    [18] 倪浩,张大煦,李欣.缓粘结预应力混凝土技术的研究与应用.施工技术,2006,35(9):71-78
    [19] 熊学玉,沈土富,刘华良.缓粘结预应力技术探讨.建筑施工,2004,26(1):53-65
    [20] 张振汉.缓粘结预应力钢筋的施工.西部探矿工程,2000(增刊):36-37
    [21] 孙长江.缓粘结预应力施工技术.铁道建筑技术,1995(5):19-21
    [22] 李国平.桥梁预应力混凝土技术及设计原理.北京:人民交通出版社,2004
    [23] 陶学康.21世纪的混凝土及预应力混凝土新技术.施工技术,2003,32(7):1-5
    [24] 郭正兴.高耐腐蚀预应力筋材料研制的新进展.建筑技术,2005,36(4):308-309
    [25] 于惠敏,王中筑,贾西君,等.缓粘结预应力混凝土技术在天津力神电池扩建项目中的应用.预应力技术,2007,64(5):29-33
    [26] 朱万旭,黄颖,苏均,等.大直径钢绞线的预应力锚具.建筑技术,2003,34(12):28-31
    [27] 董谢明.缓粘结预应力筋施工技术及应用.上海公路,2001(1):31-36
    [28] JGJ/T 92-2004 无粘结预应力混凝土结构技术规程
    [29] 朱龙,董妍,江南,等.预应力钢材回顾与展望.施工技术,2007,36(3):15-17
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