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

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

1.
1. 北京交通大学土建学院,北京100044;
2.
2. 中冶建筑研究总院有限公司,北京100088;
3.
3. 威海职业技术学院建筑工程系,山东威海264210

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
计量
- 文章访问数: 68
- HTML全文浏览量: 10
- PDF下载量: 137
- 被引次数: 8
出版历程
- 收稿日期: 2010-07-15
- 刊出日期: 2010-11-20

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

1.
1. Faculty of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;
2.
2. Central Research Institute of Building and Construction Co.Ltd,MCC,Beijing 100088,China;
3.
3. Department of Building Engineering,Weihai Cellege,Weihai 264210,China

摘要

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。
- 普通强度高性能混凝土 /
- 抗火性 /
- 高温爆裂 /
- 聚丙烯纤维 /
- 湿含量
Abstract: Tests were conducted on high temperature properties of normal strength high-performance concrete to explore its explosive spalling and mechanical properties at high temperature,to ensure satisfactory fire resistance of concrete structures.The results reveal that both moisture content and density are the two main factors influencing the spalling.When moisture content is over a critical value,the higher the moisture content,the more the spalling frequency.The more dense the concrete,the greater the degree of spalling.Polypropylene fiber at a volume fraction of 0.05 % can prohibit the occurrence of spalling of normal strength high-performance concrete.Moreover,the higher the fiber dosage,the less the thermal damage.Polypropylene fiber has also improvement in residual mechanical properties of concrete subjected to high temperature.
- Normal strength high-performance concrete /
- fire resistance /
- explosive spalling /
- polypropylene fiber /
- moisture content

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参考文献(15)

[2] Hertz K D.Limits of Spalling of Fire-Exposed Concrete[J].FireSafety Journal,2003(38):103-116.

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.

[6] Chan Y N,Peng G F,Anson M.Fire Behavior of High-Performance Concrete Made with Silica Fume at Various MoistureContents[J].ACI Materials Journal,1999:405-409.

[7] Bilodeau A,Kodur V K R,Hoff G C.Optimization of the Typeand Amount of Polypropylene Fibres for Preventing the Spalling ofLightweight Concrete Subjected to Hydrocarbon Fire[J].Cementand Concrete Composites,2004(26):163-174.

[8] Pierre Kalifa,Gregoire Chene,Christophe Galle.High-Temperature Behaviour of HPC with Polypropylene Fibres fromSpalling to Microstructure[J].Cement and Concrete Composites,2001(31):1487-1499.

[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.

[11] Xu Y,Wong Y L,Poon C S.Impact of High Temperature on PFAConcrete[J].Cement and Concrete Research,2001(31):1065 －1073.

[12] Xu Y,Wong Y L,Poon C S,et al.Influence of PFA on Crackingof Concrete and Cement Paste after Exposure to High Temperatures[J].Cement and Concrete Research,2003(33):2009-2016.

[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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