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植物纤维喷射混凝土力学及微观性能分析
引用本文:姜平伟,方江华,庞建勇,黄金坤.植物纤维喷射混凝土力学及微观性能分析[J].长江科学院院报,2020,37(8):137-141.
作者姓名:姜平伟  方江华  庞建勇  黄金坤
作者单位:1.安徽理工大学 土木建筑学院,安徽 淮南 232001; 2.北京住总集团有限责任公司,北京 100101; 3.安徽理工大学 省部共建深部煤矿采动响应与灾害防控国家重点实验室,安徽 淮南 232001
基金项目:安徽省高校自然科学重大项目(KJ2015ZD20);淮南市科技计划重大创新平台及创新人才团队专项(2017A055)
摘    要:为研究不同掺量的植物纤维(plant fiber,PF)对植物纤维喷射混凝土(plant fiber shotcrete,PFSC)基本力学性能及导热系数的影响规律,借助扫描电镜(scanning electron microscope,SEM)试验对PFSC的微观结构进行分析。结果表明:相较于素喷射混凝土,掺量为2.0 kg/m3的PFSC抗压强度和劈裂抗拉强度分别提高了17.35%和20.26%,导热系数降低了20.61%。SEM分析表明,低掺量PF在喷射混凝土内部具有较好的分散性,与混凝土基体界面粘结性较好,但PF掺量过高时会出现纤维结团现象,使得PFSC内部缺陷增加。综合力学性能试验结果,建议混凝土PF掺量不宜>2.0 kg/m3。研究成果对于植物纤维喷射混凝土的推广应用有一定参考价值。

关 键 词:喷射混凝土  植物纤维  力学性能  导热系数  微观性能  
收稿时间:2019-06-04

Mechanical Properties and Micro-properties of Plant Fiber Shotcrete
JIANG Ping-wei,FANG Jiang-hua,PANG Jian-yong,HUANG Jin-kun.Mechanical Properties and Micro-properties of Plant Fiber Shotcrete[J].Journal of Yangtze River Scientific Research Institute,2020,37(8):137-141.
Authors:JIANG Ping-wei  FANG Jiang-hua  PANG Jian-yong  HUANG Jin-kun
Affiliation:1. School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan232001, China; 2. Beijing Uni-construction Group Co. , Ltd. , Beijing 100101, China; 3. State Key Laboratoryof Mining Response and Disaster Prevention and Control in Deep Coal Mine, Anhui University of Science andTechnology, Huainan 232001, China
Abstract:The microstructure of plant fiber shotcrete (PFSC) is analyzed by means of scanning electron microscopy (SEM) in a purpose of investigating the influence of plant fiber dosage on the mechanical properties and thermal conductivity of PFSC. Compared with those of plain shotcrete, the compressive strength and splitting tensile strength of PFSC dosed with 2.0 kg/m3 plant fiber increase by 17.35% and 20.26%, respectively, while the thermal conductivity reduces by 20.61%. SEM analysis shows that plant fiber in low-volume well disperses in the interior of the shotcrete and adheres to the concrete matrix. However, large content of plant fiber agglomerates in the shotcrete, leading to more internal defects of PFSC. According to the comprehensive mechanical properties test results, we recommend that the plant fiber content should not exceed 2.0 kg/m3.
Keywords:shotcrete  plant fiber  mechanical properties  thermal conductivity  microscopic performance  
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