钢纤维橡胶混凝土的静力和动冲击性能研究

赵修敏; 杨海峰; 李雪良; 杨鹏; 李冰溯

doi:10.13204/j.gyjzG20070301

钢纤维橡胶混凝土的静力和动冲击性能研究

doi: 10.13204/j.gyjzG20070301

1. 广西壮族自治区地震局, 南宁 530022;
2. 广西防灾减灾与工程安全重点实验室, 南宁 530004;
3. 中国烟草总公司广西壮族自治区公司, 南宁 530022

基金项目:

国家自然科学基金项目（51308135）；广西壮族自治区地震局科技项目（2016013）。

详细信息

作者简介:
赵修敏,女,1985年出生,工学硕士,工程师。电子信箱:827350346@qq.com

计量
- 文章访问数: 82
- HTML全文浏览量: 7
- PDF下载量: 3
- 被引次数: 1
出版历程
- 收稿日期: 2020-07-03
- 网络出版日期: 2021-11-10
- 刊出日期: 2021-11-10

STUDY ON STATIC AND DYNAMIC IMPACT PROPERTIES OF STEEL-FIBER REINFORCED RUBBER CONCRETE

1. Earthquake Agency of Guangxi Zhuang Autonomous Region, Nanning 530022, China;
2. Key Laboratory of Disaster Prevention and Engineering Safety of Guangxi University, Nanning 530004, China;
3. China Tobacco Corporation Guangxi Corporation, Nanning 530022, China

摘要

摘要: 为研究钢纤维、橡胶粉掺量对混凝土拉、压和冲击性能的影响，制作了不同钢纤维掺量（0%、0.5%、1.0%、1.5%）与不同橡胶粉掺量（0%、5%、10%、15%）的钢纤维橡胶混凝土试件，其中8组48个立方体试块用于抗压、劈裂抗拉强度试验，8组24个棱柱体用于受压应力-应变全曲线试验，6块板试件用于抗冲击试验。试验结果表明：随着橡胶粉掺量增加，混凝土抗压强度下降；当橡胶粉掺量一定时，钢纤维掺量达到0.5%后对橡胶混凝土的抗压强度、抗冲击韧性影响不大，但能提高其抗拉强度，提高的幅值为7%~28%；1%钢纤维掺量和10%橡胶粉掺量为钢纤维橡胶混凝土性能最优的掺量；建议的钢纤维橡胶混凝土受压应力-应变关系与试验数据吻合较好。
- 钢纤维 /
- 橡胶 /
- 混凝土 /
- 力学性能 /
- 冲击
Abstract: In order to study the static and dynamic impact properties of concrete with different contents of steel fibers and rubber powder, 8 groups of 48 cubic specimens were designed for compressive and splitting tensile strength tests, 8 groups of 24 cubic specimens were designed for compressive stress-strain curve test, 6 slabs were designed for impact test,whose content of steel fibers was 0%, 0.5%, 1.0% and 1.5%, and rubber powder was 0%, 5%, 10% and 15%. The results showed that the compressive strength of concrete decreased with the increase of rubber powder content. When the rubber powder content was costant, the steel fiber content of 0.5% had little effect on the compressive strength and impact toughness of rubber concrete, but it could improve the tensile strength of rubber concrete by 7% to 28%. When the content of steel fiber rubber powder was 1% and the content of rubber powder was 10%, it was the optimal mixing amount of steel-fiber reinforced rubber concrete. The suggested constitutive relation of steel-fiber reinforced rubber concrete was in good agreement with the experimental data.
- steel fiber /
- rubber /
- concrete /
- mechanical properties /
- impact

HTML全文

参考文献(11)

[1]	阮盛华,李丽娟,刘锋,等.橡胶混凝土的研究及应用进展[J].工业建筑,2012,42(增刊2):1159-1176.
[2]	ZHENG L, HUO SHARON X, YUAN Y. Experimental Investigation on Dynamic Properties of Rubberized Concrete[J]. Construction and Building Materials, 2007(5):939-947.
[3]	冯凌云,袁群,杨卫坤.橡胶混凝土抗渗性能试验研究[J].人民黄河,2011, 33(9):125-127.
[4]	刘日鑫,侯文顺,徐永红.废橡胶颗粒对混凝土力学性能的影响[J].建筑材料学报,2009,12(3):341-344.
[5]	ABAZA O A, HUSSEIN Z S. Flexural Behavior of Steel Fiber-Reinforced Rubberized Concrete[J]. Journal of Materials in Civil Engineering,2016,28(1):50-76.
[6]	付传清,颜扬,张耿耿,等.钢纤维改性橡胶混凝土基本力学性能研究[J].混凝土,2016,38(11):144-148.
[7]	李厚民,张岩,舒展,等.钢纤维改性橡胶混凝土的蠕变特性试验研究[J].混凝土,2016,38(3):51-55.
[8]	张岩,李厚民,段小龙,等.钢纤维改性橡胶混凝土性能试验研究[J].湖北工业大学学报,2016,31(1):105-107.
[9]	周梦婷.混杂纤维混凝土基本力学性能与板件的抗爆性能研究[D].南宁:广西大学,2016.
[10]	李文斌.橡胶混凝土动态力学性能实验研究[D].广州:广州大学,2011.
[11]	过镇海,张秀琴,张达成,等. 混凝土应力-应变全曲线的试验研究[J]. 建筑结构学报,1982,3(1):1-12.