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 43 Issue 3
Dec.  2014
Turn off MathJax
Article Contents
Wang Chengqi, Zhuang Hua, Zhang Yueran, Chen Kewei, Wang Dongdong. EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 88-92,155. doi: 10.13204/j.gyjz201303019
Citation: Wang Chengqi, Zhuang Hua, Zhang Yueran, Chen Kewei, Wang Dongdong. EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 88-92,155. doi: 10.13204/j.gyjz201303019

EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE

doi: 10.13204/j.gyjz201303019
  • Received Date: 2012-06-15
  • Publish Date: 2013-03-20
  • By using fly ash,slag powder,limestone powder and silica fume,high performance self-compacting concrete for marine structure was developed and the shrinkage of high performance self-compacting concrete for marine structure was emphatically studied.Experimental results show that the 7 d hydration heat of binder material for six kinds of high performance self-compacting concrete for marine structure is less than 238 J/g,and 7 d adiabatic temperature rise for six kinds of high performance self-compacting concrete for marine structure isn't greater than 55 ℃.The making up method with composite mineral admixture is feasible to improve crack resistance of mass concrete.Moreover,the effect with fly and slag powder,and slag powder and limestone powder is best,7 d adiabatic temperature rise of them can be controlled in 50 ℃.
  • loading
  • [2] 廉慧珍,张青,张耀凯.国内外自密实高性能混凝土研究及应用现状[J].施工技术,1999(5):1-3.
    刘数华,王晓燕.自密实混凝土综述[J].建筑技术开发,2004(7):118-120.
    [3] 王成启,张悦然.粉煤灰海工自密实高性能混凝土的试验研究[J].新型建筑材料,2011(9):63-66.
    [4] 朱振宇,李春利,王崧会.水利工程大体积混凝土裂缝的成因与防控[J].建筑技术开发,2011(4):28-30.
    [5] 吴刚,蒲赞全,钟启凯,等.襄樊汉江桥主承台大体积混凝土施工技术[J].施工技术,2011(9):29-32.
    [6] 王毅.桥梁施工中大体积混凝土裂缝的原因与防治[J].建筑技术开发,2011(4):45-47.
    [7] 樊胜军,史泽运,刘振江.某振动台动力基础大体积混凝土施工温度控制技术[J].施工技术,2011(9):64-70.
    [8] 黄士元,蒋家奋,杨南如.近代混凝土技术[M].西安:陕西科学技术出版社,1998.
    [9] 沈威,黄文熙,闵盘荣.水泥工艺学[M].武汉:武汉工业大学出版社,1990.
  • 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 (118) PDF downloads(44) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return