乌兰布和沙漠砂制备高延性水泥基复合材料的力学性能

硅酸盐通报 ›› 2021, Vol. 40 ›› Issue (4): 1103-1115.

乌兰布和沙漠砂制备高延性水泥基复合材料的力学性能

李祚¹, 姚淇耀¹, 朱圣焱¹, 郭新华¹, 彭林欣^1,2, 滕晓丹^1,2,3, 罗月静^4,5

1.广西大学土木建筑工程学院,南宁 530004;
2.广西大学,广西防灾减灾与工程安全重点实验室,工程防灾与结构安全教育部重点实验室,南宁 530004;
3.广西新发展交通集团有限公司,南宁 530028;
4.华蓝设计(集团)有限公司,南宁 530011;
5.广西交科集团有限公司,南宁 530007

收稿日期:2021-01-16 修回日期:2021-02-07 出版日期:2021-04-15 发布日期:2021-05-11
通讯作者: 滕晓丹,博士,讲师。E-mail:xdteng@gxu.edu.cn
作者简介:李祚(1995—),男,硕士研究生。主要从事纤维增强水泥基复合材料研究。E-mail:sdlylizuo@163.com
基金资助:
国家自然科学基金(51738004,51878186,11962001);中国博士后科学基金面上项目(2018M633298);国家重点研发计划(2019YFC1511103);广西创新驱动重大专项(桂科AA18118055);广西研究生教育创新计划(YCSW2019048)

Mechanical Properties of Engineered Cementitious Composites Prepared with Sand in Ulanbuh Desert

LI Zuo¹, YAO Qiyao¹, ZHU Shengyan¹, GUO Xinhua¹, PENG Linxin^1,2, TENG Xiaodan^1,2,3, LUO Yuejing^4,5

1. School of Civil and Architectural Engineering, Guangxi University, Nanning 530004, China;
2. Key Laboratory of Disaster Preventionand Structural Safety, Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Mitigation and Engineering Safety,Guangxi University, Nanning 530004, China;
3. Guangxi Xinfazhan Communication Group Co., Ltd., Nanning 530028, China;
4. Hualan Design (Group) Co., Ltd., Nanning 530011, China;
5. Guangxi Transportation Science andTechnology Group Co., Ltd., Nanning 530007, China

Received:2021-01-16 Revised:2021-02-07 Online:2021-04-15 Published:2021-05-11

摘要/Abstract

摘要： 使用内蒙古乌兰布和沙漠砂完全代替微石英砂配置了高延性水泥基复合材料(ECC),并以砂胶比为变量,对其抗压强度、抗拉强度、抗剪强度以及抗弯强度四个方面的力学性能展开了全面的研究。抗拉试验后进一步对纤维断面使用扫描电镜(SEM)进行了观测,并采用X射线衍射分析(XRD)方法研究了沙漠砂的物质组成。结果表明,以沙漠砂配置的ECC,在相同骨料含量的条件下,其抗压强度、抗拉强度、抗剪强度以及抗弯强度均与微石英砂配置的ECC接近,延性约为微石英砂ECC的一半。除抗剪强度外,沙漠砂ECC其他各项性能均随砂胶比增大而提高,优化配比设计的沙漠砂ECC延性能够达到微石英砂ECC的水平。

关键词: 高延性水泥基复合材料, 骨料, 沙漠砂, 力学性能, 水泥基材料, 多重开裂

Abstract: Engineered cementitious composites (ECC) were completely replaced by Ulanbuh desert sand from Inner Mongolia to conduct a comprehensive study on the mechanical properties of its compressive strength, tensile strength, shear strength and flexural strength. The sand-binder ratio was set as the variable. X-ray diffraction (XRD) was employed in this study to analyze the composition of the desert sand, and scanning electron microscope (SEM) was used to observe the cross section of fiber after the tensile test. The results show that the compressive strength, tensile strength, shear strength and flexural strength of the ECC prepared with desert sand are similar to the ECC prepared with microsilica sand, and the ductility of desert sand ECC is about half of microsilica sand. Except for the shear strength, all of other properties of desert sand ECC are improved with the increase of sand-binder ratio. The ductility of desert sand ECC designed with optimized mix proportion reaches the level of the microsilica sand ECC.

Key words: engineered cementitious composite (ECC), aggregate, desert sand, mechanical property, cementitious material, multiple cracking

中图分类号:

TU528.58

李祚, 姚淇耀, 朱圣焱, 郭新华, 彭林欣, 滕晓丹, 罗月静. 乌兰布和沙漠砂制备高延性水泥基复合材料的力学性能[J]. 硅酸盐通报, 2021, 40(4): 1103-1115.

LI Zuo, YAO Qiyao, ZHU Shengyan, GUO Xinhua, PENG Linxin, TENG Xiaodan, LUO Yuejing. Mechanical Properties of Engineered Cementitious Composites Prepared with Sand in Ulanbuh Desert[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2021, 40(4): 1103-1115.

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