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基于微生物矿化沉积的裂缝自修复混凝土抗压强度试验研究 被引量:15

Experimental study on compressive strength of crack-healing concrete based on microbial mineralization
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摘要 混凝土结构构件容易发生开裂,裂缝的存在会影响其整体性和耐久性。以科氏芽孢杆菌为裂缝修复剂,以表面为开放孔的膨胀珍珠岩作为修复剂的载体,研制出一种基于微生物矿化沉积的裂缝自修复混凝土。为了保证该混凝土既具备良好裂缝自修复能力,又具有足够的基本力学性能,考察了膨胀珍珠岩载体(以下简称CEP)掺量对裂缝自修复混凝土抗压强度的影响,并考察了硅灰掺量对混凝土抗压强度的提高程度。试验结果表明,CEP掺量对裂缝自修复混凝土抗压强度影响显著,当CEP掺量占混凝土体积比为0~75%时,混凝土抗压强度随着CEP掺量的增加而降低;当掺量为75%时,混凝土抗压强度相比0掺量时降低了53%。随着硅灰掺量的增大,混凝土抗压强度呈增长趋势;硅灰的最优掺量为7%,相比0掺量时混凝土抗压强度增加了9.3%。 It is quite vulnerable to cracking for concrete structural members.The presence of cracks in concrete can adversely affect its integrity and durability.In this study, Bacillus cohniiand expanded perlite are used as self-healing agent and agent carrier respectively, and a new type of self-healing concrete is proposed.In order to ensure the proposed concrete possesses both sufficient mechanical properties and excellent crack capacity.The effect of expanded perlite proportion on compressive strength of self-healing concrete was investigated.The enhancement of compressive strength of concrete by silica fume was also studied.It shows thatexpanded perlite proportion significantly affected the compressive strength of self-healing concrete.When the volume percentage of CEP reached to 75%,the compressive strength of concrete reduced by 53% compared to concrete with CEP volume percentage of 0.Moreover,the compressive strength of concretegradually increased with the increase of silica fume proportion.The optimum proportion of silica fumewas 7%, and the compressive strength of concrete increased by 9.3% compared to concrete with silica fume proportion of 0.
作者 周梦君 张家广 李珠 冯涛 赵林 ZHOU Mengjun , ZHANG Jiaguang , LI Zhu , FENG Tao , ZHAO Lin(College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China)
出处 《混凝土》 CAS 北大核心 2018年第3期35-39,共5页 Concrete
基金 山西省科技攻关项目(20150313014-1) 中国博士后科学基金面上项目(2016M591416)
关键词 混凝土 裂缝自修复 微生物矿化沉积 抗压强度 膨胀珍珠岩 硅灰 concrete crack-healing microbial mineralization compressive strength expanded perlite silica fume
作者简介 第一作者:周梦君(1993-),女,硕士研究生,主要从事结构工程方面研究。联系地址:山西省太原市万柏林区迎泽西大街79号太原理工大学(030024)联系电话:15735655001;通讯作者:李珠(1959-),男,博士,教授,博士生导师,主要研究方向为结构工程。联系电话:15534479666
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