Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 41 Issue 3
Dec.  2014
Turn off MathJax
Article Contents
Zhang Xiaorui, Song Lin, Jiao Haizhou. APPLICATION OF PRESTRESS TECHNOLOGY IN LONG SPAN PURE STONE ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 116-120. doi: 10.13204/j.gyjz201103023
Citation: Zhang Xiaorui, Song Lin, Jiao Haizhou. APPLICATION OF PRESTRESS TECHNOLOGY IN LONG SPAN PURE STONE ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 116-120. doi: 10.13204/j.gyjz201103023

APPLICATION OF PRESTRESS TECHNOLOGY IN LONG SPAN PURE STONE ARCHITECTURE

doi: 10.13204/j.gyjz201103023
  • Received Date: 2010-01-15
  • Publish Date: 2011-03-20
  • Since the occurrence of prestress technology,the application and development of this technology in the pure stone structure are blank at present.The scope of stone application is greatly extended when applying the prestress to stone members,and mechanical property of stone components can be obviously improved;the development of stone architecture would no longer confined with its own flaws.Not only the characteristics of natural stone material could be still developed,but also the tenon and mortise technology of traditional architectural structure could be passed on from one generation to another.In addition,stone structures have permanent preservation value and the artistry of architecture.Based on the test and theory analysis,the application of new technology made breakthroughs in scales of stone structure,and combined contemporary long-span pre-stressed technique with stone perfectly;meanwhile,the new technology filled in the gap in which granite stone material could not be used in the long-span stone sturcture,which provided a theoretical basis for design of long-span pure stone structures in future.
  • loading
  • GBT52242003预应力钢绞线规范[S].
    [2] GJ922004无粘结预应力混凝土结构技术规程[S].
    [3] GB500102002混凝土结构设计规范[S].
    [4] TB10002.32005铁路桥涵钢筋混凝土和预应力混凝土结构设计规范[S].
    [5] TB10002.52005铁路桥涵地基和基础设计规范[S].
    [6] Jo Byungwan,Shon Younghyun,Kim Youngjin.The Evaluation ofElastic Modulus for Steel Fiber Reinforced Concrete[J].Дефектоскопи,я,2001(2):87-96.
    [7] Max Schlafli,Eugen Bruhwiler.Fatigue of Existing ReinforcedConcrete Bridge Deck Slabs[J].Engineering Structures,1998,20(11):991-998.
    [8] 陈永春,单荣民,焦彬如.预应力超静定结构的平衡荷载计算[J].建筑结构学报,1993,14(6):2-9.
    [9] 冯秀峰,宋玉普.预应力混凝土构件正截面疲劳抗裂分析[J].哈尔滨工业大学学报,2006,38(3):414-416.
    [10] 车惠民,邵厚昆,李霄萍.部分预应力混凝土[M].重庆:西南交通大学出版社,1992.
    [11] 熊学玉,顾炜,雷丽英,等.体外预应力混凝土结构的预应力损失估算[J].工业建筑,2004,34(7):16-19.
    [12] 过镇海.钢筋混凝土原理[M].北京:清华大学出版社,1999.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (58) PDF downloads(40) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return