EXPERIMENTAL STUDY ON COMPRESSIVE STRENGTH OF THE FIBER REINFORCED CONCRETE WITH SLAG POWDER AFTER THE ACTION OF HIGH TEMPERATURE
-
摘要: 通过矿渣微粉纤维混凝土高温后立方体抗压和轴心抗压试验,分析温度、矿渣微粉掺量、钢纤维体积率、聚丙烯纤维掺量和混凝土强度等级等因素对混凝土高温后抗压强度的影响。结果表明,随着温度升高,高温后矿渣微粉纤维混凝土立方体抗压强度和轴心抗压强度不断降低,且逐渐趋于一致;矿渣微粉纤维混凝土高温后抗压强度随矿渣微粉、钢纤维和聚丙烯纤维掺量的增加而增大,但增大幅度不同。Abstract: Through the compressive experiments on the cubic and prismatic specimens respectively,the influences of temperature,slag powder content,steel fiber volume ratio,polypropylene fiber content and concrete strength grade on compressive strength after high temperature were analyzed.The results show that the cubic and prismatic compressive strength of the fiber reinforced concrete with slag powder reduces along with the rising of temperature,and the cube compressive strength is close to the axial compressive strength gradually.Furthermore,the cubic and prismatic compressive strength of fiber reinforced concrete with slag powder increases with the increasing of slag powder content,steel fiber volume ratio and polypropylene fiber content after the action of high temperature;but the rates of increase are not different.
-
Key words:
- high temperature /
- slag powder /
- fiber reinforced concrete /
- compressive strength
-
[2] CECS 13∶89钢纤维混凝土试验方法[S]. 蒋家奋.矿渣微粉在水泥混凝土中应用的概述[J].混凝土与水泥制品, 2002(3):3-6. [3] 过镇海, 时旭东.钢筋混凝土的高温性能及其计算[M].北京:清华大学出版社, 2003. [4] 王平, 肖建庄, 陈瑞生, 等.聚丙烯纤维对高性能混凝土高温后力学性能的影响试验研究[J].工业建筑, 2005, 35(11):67-69, 77. [5] 高丹盈, 刘建秀.钢纤维混凝土基本理论[M].北京:科学技术文献出版社, 1994. [6] 胡海涛, 董毓利, 刘伊琳.高强混凝土在高温中和高温后的抗压强度试验研究[J].混凝土与水泥制品, 2004(1):18-20. [7] 李宁波, 时旭东, 肖明辉.高温后混凝土受压强度衰减性能试验研究[J].建筑科学, 2007, 23(9):58-61, 30. [8] 赵军, 高丹盈, 王邦.高温后钢纤维高强混凝土力学性能试验[J].混凝土, 2006(11):4-6.
点击查看大图
计量
- 文章访问数: 86
- HTML全文浏览量: 5
- PDF下载量: 90
- 被引次数: 0