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[1]喻 林,王学雷,李建波,等.不同龄期下双掺矿物掺合料对GRC构件抗弯、抗冲击强度及抗渗性能的影响[J].建筑科学与工程学报,2021,38(04):118-126.[doi:10.19815/j.jace.2020.10064]
 YU Lin,WANG Xue-lei,LI Jian-bo,et al.Effect of Double Mineral Admixtures on Flexural Strength, Impact Strength and Impermeability of GRC Members at Different Ages[J].Journal of Architecture and Civil Engineering,2021,38(04):118-126.[doi:10.19815/j.jace.2020.10064]
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不同龄期下双掺矿物掺合料对GRC构件抗弯、抗冲击强度及抗渗性能的影响(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
38卷
期数:
2021年04期
页码:
118-126
栏目:
出版日期:
2021-07-15

文章信息/Info

Title:
Effect of Double Mineral Admixtures on Flexural Strength, Impact Strength and Impermeability of GRC Members at Different Ages
文章编号:
1673-2049(2021)04-0118-09
作者:
喻 林1王学雷1李建波2成 凯1
(1. 河海大学 力学与材料学院,江苏 南京 210098; 2. 苏宁置业集团有限公司,江苏 南京 210042)
Author(s):
YU Lin1 WANG Xue-lei1 LI Jian-bo2 CHENG Kai1
(1. College of Mechanics and Materials, Hohai University, Nanjing 210098, Jiangsu, China; 2. Suning Real Estate Group Co., Ltd, Nanjing 210042, Jiangsu, China)
关键词:
双掺矿物掺合料 GRC 力学性能 抗渗性能 微观结构
Keywords:
double mineral admixture GRC mechanical property impermeability microstructure
分类号:
TU501
DOI:
10.19815/j.jace.2020.10064
文献标志码:
A
摘要:
针对实际工程应用中玻璃纤维增强水泥(GRC)试件存在表面微裂纹以及在潮湿环境下强度和韧性较低等问题,采用加速老化法(50 ℃热水加速老化)对双掺矿物掺合料以改性普通硅酸盐水泥为基材的GRC试件抗弯强度、抗冲击强度以及抗渗性能进行试验,并通过扫描电镜试验分析GRC试件玻璃纤维网格布表面的侵蚀情况。结果表明:无论是在50 ℃热水加速老化条件下还是在自然环境下,提高GRC试件抗冲击强度的最佳掺量(质量分数)为10%硅灰和20%偏高岭土; 双掺10%硅灰、20%粉煤灰以及双掺10%硅灰、20%偏高岭土能够显著提高GRC试件抗弯强度; 双掺20%粉煤灰、20%偏高岭土的GRC试件抗渗性能优异; 玻璃纤维网格布侵蚀程度与其宏观力学性能呈负相关; 掺入一定比例的矿物掺合料可以改善玻璃纤维网格布的抗侵蚀性能,同时改善界面区微观结构,对GRC试件的耐久性能有较大提升。
Abstract:
In practical engineering applications, glass fiber reinforced cement(GRC)specimens had some problems, such as surface microcracks, low strength and low toughness in humid environment. The accelerated aging method(50 ℃ hot water accelerated aging)was used to study the flexural strength, impact strength and impermeability of the GRC specimens with double mineral admixtures and modified universal silicon cement as the base material, and the erosion of the surface of the glass fiber mesh cloth of the GRC specimen was analyzed by scanning electron microscope. The results show that the best addition amount(mass fraction)to improve the impact strength of GRC specimen is 10% silica fume and 20% metakaolin under the accelerated aging of hot water at 50 ℃ or in the natural environment. The effect of double mixing 10% silica fume and 20% fly ash or 10% silica fume and 20% metakaolin on improving the bending strength is obvious. The impermeability of the GRC specimen with 20% fly ash and 20% metakaolin is excellent. The erosion degree of the glass fiber mesh is negatively related to the macroscopic mechanical properties, and a certain proportion of mineral admixtures can improve the corrosion resistance of the glass fiber mesh cloth and improve the microstructure of the interface zone, and the durability of the GRC specimen is greatly improved.

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相似文献/References:

[1]马丽娜,贡金鑫,赵艳华.高性能混凝土约束收缩对氯离子扩散的影响[J].建筑科学与工程学报,2017,34(06):85.
 MA Li-na,GONG Jin-xin,ZHAO Yan-hua.Influence of Constrained Shrinkage Cracking on Chloride Ion Diffusivity of High Performance Concrete[J].Journal of Architecture and Civil Engineering,2017,34(04):85.

备注/Memo

备注/Memo:
收稿日期:2020-10-22
基金项目:中央高校基本科研业务费专项资金项目(B200203215); 江苏省研究生科研与实践创新计划项目(SJCX20_0185)
作者简介:喻 林(1972-),男,江苏铜山人,副教授,工学博士,E-mail:1005532734@qq.com。
更新日期/Last Update: 2021-07-10