碳纤维增强聚合物水泥注浆材料力学性能及其微观机理

硅酸盐通报 ›› 2022, Vol. 41 ›› Issue (1): 20-26.

所属专题：水泥混凝土

碳纤维增强聚合物水泥注浆材料力学性能及其微观机理

胡春红, 王彦伟, 朱昌星

河南理工大学土木工程学院,焦作 454000

收稿日期:2021-09-06 修订日期:2021-10-31 出版日期:2022-01-15 发布日期:2022-02-10
通信作者: 朱昌星,博士,副教授。E-mail:zcx@hpu.edu.cn
作者简介:胡春红(1976—),女,博士,副教授。主要从事工程结构设计、修复与加固等方面的研究。E-mail:banzhanghu@163.com
基金资助:
国家自然科学基金(51874119);河南省教育厅基金(2011A440003);河南理工大学博士基金(B2009-96)

Mechanical Properties and Micro Mechanism of Carbon Fiber Reinforced Polymer Cement Grouting Material

HU Chunhong, WANG Yanwei, ZHU Changxing

School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China

Received:2021-09-06 Revised:2021-10-31 Online:2022-01-15 Published:2022-02-10

摘要/Abstract

摘要： 针对松散破碎巷道控制问题,普通水泥注浆存在诸多缺陷,且水泥颗粒不能注入半径小于0.2 mm的孔隙或者裂隙中。本文采用碳纤维、聚合物以及超细水泥制备试块,通过单轴压缩试验及巴西劈裂试验确定注浆材料的最佳配合比。试验结果表明,当碳纤维掺量为水泥掺量的1.0%(质量分数)时,水泥砂浆试块性能最佳。采用电子扫描显微镜(SEM)确定试块微观结构,结合聚合物成膜的Ohama模型和Konietzko模型,分析其微观结构形成过程及碳纤维失效模式,揭示碳纤维增强聚合物水泥注浆材料微观增强机理。本文为降低深部破碎煤岩巷道维护成本,实现深部开采可持续发展提供了技术支撑。

关键词: 注浆, 碳纤维, 聚合物, 力学性能, 微观结构, 失效模式

Abstract: According to the control problem of loose and fractured roadway, there are many defects about ordinary cement grouting, and cement particles can not be injected into pores or fractures with a radius of less than 0.2 mm. The samples were made by mixture of carbon fiber, polymer and superfine cement, and the best proportion of grouting material was determined by uniaxial compression test and Brazilian splitting test. The test results show that the performance of cement mortar test block is the best when the content of carbon fiber is 1.0% (mass fraction) of cement content. The microstructure composition of the sample fragment was determined by electron microscope scanning (SEM). Combined with the Ohama model and Konietzko model of polymer film formation, the microstructure formation process and carbon fiber failure mode were analyzed, and the microscopic reinforcement mechanism of carbon fiber reinforced polymer cement grouting material was studied. This research provides technical support for reducing the maintenance cost of deep loose and fractured roadway and realizing the sustainable development of deep mining.

Key words: grouting, carbon fiber, polymer, mechanical property, microstructure, failure mode

中图分类号:

TU599

胡春红, 王彦伟, 朱昌星. 碳纤维增强聚合物水泥注浆材料力学性能及其微观机理[J]. 硅酸盐通报, 2022, 41(1): 20-26.

HU Chunhong, WANG Yanwei, ZHU Changxing. Mechanical Properties and Micro Mechanism of Carbon Fiber Reinforced Polymer Cement Grouting Material[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2022, 41(1): 20-26.

参考文献

[1] 谢和平.深部岩体力学与开采理论研究进展[J].煤炭学报,2019,44(5):1283-1305.
XIE H P. Research review of the state key research development program of China: deep rock mechanics and mining theory[J]. Journal of China Coal Society, 2019, 44(5): 1283-1305 (in Chinese).
[2] 何满潮,钱七虎.深部岩体力学基础[M].北京:科学出版社,2010.
HE M C, QIAN Q H. The basis of deep rock mechanics[M]. Beijing: Science Press, 2010 (in Chinese).
[3] 李彦斌,任杰,林启祥.深部高应力软岩巷道刚柔耦合支护技术研究[J].煤炭技术,2019,38(10):1-4.
LI Y B, REN J, LIN Q X. Study on support technology of deep high stress soft rock roadway[J]. Coal Technology, 2019, 38(10): 1-4 (in Chinese).
[4] 张爱卿,吴爱祥,王贻明,等.复杂破碎软岩巷道支护技术及分区分级支护体系研究[J].矿业研究与开发,2021,41(1):15-20.
ZHANG A Q, WU A X, WANG Y M, et al. Study on the support technology of complex broken soft rock roadway and support system of zoning and grading[J]. Mining Research and Development, 2021, 41(1): 15-20 (in Chinese).
[5] 晁先进.回采工作面破碎顶板注浆加固技术及应用[J].煤炭科技,2020,41(5):78-79.
CHAO X J. Grouting reinforcement technology and application of broken roof in coal winning face[J]. Coal Science & Technology Magazine, 2020, 41(5): 78-79 (in Chinese).
[6] 梁旭超,马振乾,祖自银,等.破碎煤岩巷道注浆加固材料实验及应用研究[J].中国矿业,2021,30(5):149-154+160.
LIANG X C, MA Z Q, ZU Z Y, et al. Experiment and application of grouting reinforcement material for broken coal and rock in roadway[J]. China Mining Magazine, 2021, 30(5): 149-154+160 (in Chinese).
[7] 陈城,彭丽云,张振华.超细水泥-水玻璃双液浆的性能研究及砂土注浆效果分析[J].硅酸盐通报,2018,37(12):3883-3887.
CHEN C, PENG L Y, ZHANG Z H. Performance of superfine cement-water glass double slurry and effect analysis on sand grouting[J]. Bulletin of the Chinese Ceramic Society, 2018, 37(12): 3883-3887 (in Chinese).
[8] 周茗如,彭新新,苏波涛,等.普通水泥与超细水泥注浆性能分析及其黄土注浆效果对比研究[J].硅酸盐通报,2017,36(5):1673-1678.
ZHOU M R, PENG X X, SU B T, et al. Grouting performance of ordinary cement and superfine cement and comparison of grouting effect in loess[J]. Bulletin of the Chinese Ceramic Society, 2017, 36(5): 1673-1678 (in Chinese).
[9] HAN B G, ZHANG L Q, ZHANG C Y, et al. Reinforcement effect and mechanism of carbon fibers to mechanical and electrically conductive properties of cement-based materials[J]. Construction and Building Materials, 2016, 125: 479-489.
[10] 周芬,陈小晔,杜运兴.碳纤维织物增强水泥砂浆板平面内抗剪性能[J].湖南大学学报(自然科学版),2021,48(5):39-46.
ZHOU F, CHEN X Y, DU Y X. Study on in-plane shear behavior of CTRM plate[J]. Journal of Hunan University (Natural Sciences), 2021, 48(5): 39-46 (in Chinese).
[11] 谢金,杨伟军.碳纤维增强水泥基复合材料的制备及热电性能研究[J].功能材料,2020,51(4):4148-4152+4159.
XIE J, YANG W J. Preparation and thermoelectric properties of carbon fiber reinforced cement-based composite[J]. Journal of Functional Materials, 2020, 51(4): 4148-4152+4159 (in Chinese).
[12] HE S, YANG E H. Strategic strengthening of the interfacial transition zone (ITZ) between microfiber and cement paste matrix with carbon nanofibers (CNFs)[J]. Cement and Concrete Composites, 2021, 119: 104019.
[13] 王志航,许金余,张彤,等.碳纤维改性聚合物水泥复合填缝材料拉伸力学性能研究[J].化工新型材料,2021(12):1-10.
WANG Z H, XU J Y, ZHANG T, et al. The tensile mechanical properties of carbon fiber modified polymer cement-based composite sealing material[J]. New Chemical Materials, 2021(12): 1-10 (in Chinese).
[14] 程小伟,秦丹,赵殊勋,等.动态冲击下纤维素固井水泥石力学性能及增韧机理研究[J].硅酸盐通报,2019,38(6):1918-1922+1928.
CHENG X W, QIN D, ZHAO S X, et al. Mechanical properties and toughening mechanism of cellulose cement under dynamic impact[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(6): 1918-1922+1928 (in Chinese).
[15] 朱亮.混杂纤维改性混凝土的力学性能与微观机理研究[D].西安:长安大学,2019.
ZHU L. Study on mechanical properties and microscopic mechanism of hybrid fiber modified concrete[D]. Xi'an: Chang'an University, 2019 (in Chinese).
[16] BEELDENS A, GEMERT D, SCHORN H, et al. From microstructure to macrostructure: an integrated model of structure formation in polymer-modified concrete[J]. Materials and Structures, 2005, 38(6): 601-607.

碳纤维增强聚合物水泥注浆材料力学性能及其微观机理

Mechanical Properties and Micro Mechanism of Carbon Fiber Reinforced Polymer Cement Grouting Material

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