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普通强度高性能混凝土的高温性能试验研究

朋改非 郝挺宇 李保华 蒋玉川

朋改非, 郝挺宇, 李保华, 蒋玉川. 普通强度高性能混凝土的高温性能试验研究[J]. 工业建筑, 2010, 40(11): 27-31. doi: 10.13204/j.gyjz201011008
引用本文: 朋改非, 郝挺宇, 李保华, 蒋玉川. 普通强度高性能混凝土的高温性能试验研究[J]. 工业建筑, 2010, 40(11): 27-31. doi: 10.13204/j.gyjz201011008
Peng Gaifei, Hao Tingyu, Li Baohua, Jiang Yuchuan. EXPERIMENTAL RESEARCH ON HIGH TEMPERATURE PROPERTIES OF NORMAL STRENGTH HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 27-31. doi: 10.13204/j.gyjz201011008
Citation: Peng Gaifei, Hao Tingyu, Li Baohua, Jiang Yuchuan. EXPERIMENTAL RESEARCH ON HIGH TEMPERATURE PROPERTIES OF NORMAL STRENGTH HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 27-31. doi: 10.13204/j.gyjz201011008

普通强度高性能混凝土的高温性能试验研究

doi: 10.13204/j.gyjz201011008
基金项目: 

国家863计划资助项目(2008AA030704);国家自然科学基金项目(50978026)

详细信息
    作者简介:

    朋改非,男,1966年出生,教授,博士生导师。E-mail:gfpeng@bjtu.edu.cn

  • 中图分类号: TU528

EXPERIMENTAL RESEARCH ON HIGH TEMPERATURE PROPERTIES OF NORMAL STRENGTH HIGH PERFORMANCE CONCRETE

  • 摘要: 为确保混凝土结构的抗火性,对普通强度高性能混凝土高温性能进行试验,探讨普通强度高性能混凝土的高温爆裂与力学性能。结果表明,普强高性能混凝土与高强高性能混凝土类似,湿含量和密实度是影响其高温爆裂的主要因素。当湿含量超过临界值时,爆裂几率随湿含量上升而增大;混凝土越密实,爆裂越严重。体积分数0.05%的聚丙烯纤维可防止普强高性能混凝土发生高温爆裂,纤维掺量越高,高温损伤程度越小。聚丙烯纤维对残余力学性能有一定的改善作用。
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    Sanjayan G,Stocks L J.Spalling of High-Strength Silica FumeConcrete in Fire[J].ACI Materials Journal,1993(3-4):170 -173.
    [3] Kodur V K R,Cheng Fu Ping,Wang Tien Chih,et al.Effect ofStrength and Fiber Reinforcement on Fire Resistance of High-Strength Concrete Columns[J].Journal of Structural Engineering,2003(2):253-259.
    [4] Sammy Yin Nin Chan,Xin Luo,Wei Sun.Effect of HighTemperature and Cooling Regimes on the Compressive Strength andPore Properties of High Performance Concrete[J].Constructionand Building Materials,2000(14):261-266.
    [5] Ivan Janotka,Lubomir Bagel.Pore Structures,Permeabilities andCompressive Strengths of Concrete at Temperatures up to 800℃[J].ACI Materials Journal,2002(3-4):196-200.
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    [9] 边松华,朋改非,赵章力,等.湿含量和纤维对高性能混凝土高温性能的影响[J].建筑材料学报,2005,8(3):321-327.
    [10] Poon Chisun,Salman Azhar,Mike Anson,et al.Comparison ofthe Strength and Durability Performance of Normal and High-Strength Pozzolanic Concretes at Elevated Remperatures [J].Cement and Concrete Research,2001(31):1291-1300.
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    [13] International Union of Testing and Research Laboratories forMaterials and Construction.TILEM Technical Recommendationsfor the Testing and Use of Construction Materials: Determination ofthe Fracture Energy of Mortar and Concrete by Means of ThreepointBend Tests on Notched Beams[M].London:E&FN SPON,1994.
    [14] Chan Y N,Peng G F,Anson M.Residual Strength and PoreStructure of High-strength Concrete and Normal Strength Concreteafter Exposure to High Temperatures[J].Cement and ConcreteComposites,1999(21):23-27.
    [15] 赵莉弘,朋改非,祁国梁,等.高温对纤维增韧高性能混凝土残余力学性能影响的试验研究[J].混凝土,2003,170 (12): 8 -11.
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出版历程
  • 收稿日期:  2010-07-15
  • 刊出日期:  2010-11-20

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