Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
CHEN Tianlei, NIU Mengshi, XIE Sa. “FATTING PILE EFFECT” AND CHANGE LAWS OF COLLAPSIBLE COEFFICIENTS COMPACTED WITH SDS PILES IN SELF-WEIGHT COLLAPSE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 6-10. doi: 10.13204/j.gyjz202006002
Citation: SHI Baocun, CHEN Jingya, ZHU Runyu, SUN Rui, WANG Fangwei. Research on Effect of Polymer Repair Agent on Self-Healing Performance of Concrete Cracks Based on Different Humidity Environments[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 154-160,172. doi: 10.13204/j.gyjzG22063018

Research on Effect of Polymer Repair Agent on Self-Healing Performance of Concrete Cracks Based on Different Humidity Environments

doi: 10.13204/j.gyjzG22063018
  • Received Date: 2022-06-30
    Available Online: 2023-07-01
  • The damage deterioration law and crack repair mechanism of concrete under different humidity environments were systematically studied by the changes of apparent morphological characteristics, gas permeability, moisture transport and compressive strength, and the incentive mechanism of environmental responsive polymeric repair agents on the self-healing of damaged concrete under different humidity environments was revealed; meanwhile, the microstructure and evolution mechanism of crack self-healing were studied by combining scanning electron microscopy, energy spectrum analysis and X-ray diffraction. The microstructure and evolution mechanism of crack self-healing were also investigated by combining scanning electron microscopy, energy spectrum analysis and X-ray diffraction. The results showed that the natural air and 30% relative humidity curing environment were not conducive to the self-healing behavior of concrete cracks; with the increase of curing humidity, the concrete crack repair rate increased continuously, and the humid environment was favorable for the environmentally responsive polymeric repair agent to give full play to the stimulating effect, promote the crack self-healing characteristics, and prolong the service life; the best repair effect of polymeric repair agent was achieved under the water immersion environment, and the crack healing rate could reach 70.38%, the durability and compressive strength of the repaired concrete were significantly better than those of plain concrete.The main reason for crack healing was that the repair agent absorbed water and swells, and a large amount of gel precipitates such as calcium carbonate and calcium alumina filled the cracks; the self-healing performance of concrete cracks was the result of both physical and chemical changes.
  • [1]
    薛徐. 裂缝修复剂的修复性能及其对水泥基材料的性能影响[D]. 合肥:安徽建筑大学, 2018.
    [2]
    TANG W C, KARDANI O, CUI H Z, et al. Robust evaluation of self-healing efficiency in cementitious materials:a review[J]. Construction and Building Materials, 2015, 81:233-247.
    [3]
    JAKHRANI S H, RYOU J S, KIM H G, et al. Review on the self-healing concrete-approach and evaluation techniques[J]. Journal of Ceramic Processing Research, 2019, 20(S1):1-18.
    [4]
    彭成, 朱武俊, 夏清, 等. 混凝土裂缝化学激励愈合试验研究[J]. 硅酸盐通报, 2019, 38(12):3801-3806.
    [5]
    SOURADEEP G, KUA H W. Encapsulation technology and techniques in self-healing concrete[J/OL]. Journal of Materials in Civil Engineering, 2016, 28(12)[2022-06-30]. https:doi.org/10.1061/(ASCE)MT.1943-5533.0001687.
    [6]
    CHEN Y X, XIA C, SHEPARD Z, et al. Self-Healing Coatings for Steel-Reinforced Concrete[J]. ACS Sustainable Chemistry & Engineering, 2017, 5(5):3955-3962.
    [7]
    李冰, 郭荣鑫, 万夫雄, 等. 不同条件下内掺水泥基渗透结晶型防水材料混凝土自愈合性能研究[J]. 硅酸盐通报, 2019, 38(7):2208-2212.
    [8]
    石宝存, 张士萍, 顾云凡, 等. 盐溶液环境下砂浆裂缝的自愈合行为[J]. 混凝土与水泥制品, 2019(10):58-62.
    [9]
    WANG K, GUO J J, LIU X J, et al. Effect of dry-wet ratio on pore-structure characteristics of fly ash concrete under sulfate attack[J]. Materials and Structures, 2021, 54(3):1-13.
    [10]
    欧阳威. 风和湿度环境下裂缝宽度对混凝土碳化性能影响试验研究[C]//第五届建筑结构抗震技术国际会议论文集. 2016:682-688.
    [11]
    BARY B, LETERRIER N, DEVILLE E, et al. Coupled chemo-transport-mechanical modelling and numerical simulation of external sulfate attack in mortar[J]. Cement and Concrete Research, 2014, 49:70-83.
    [12]
    马强, 单立福, 袁连旺, 等. 环境因素对砂浆裂缝自愈合的影响[J]. 济南大学学报(自然科学版), 2020, 34(3):224-229.
    [13]
    LIU H, HUANG H L, WU X T, et al. Effects of external multi-ions and wet-dry cycles in a marine environment on autogenous self-healing of cracks in cement paste[J]. Cement and Concrete Research, 2019, 120:198-206.
    [14]
    陈海涛, 仲济涛, 李晓坤, 等. 温湿度耦合作用下细观尺度混凝土裂缝扩展仿真[J]. 四川建筑科学研究, 2019, 45(1):5-10.
    [15]
    桂强, 秦敏峰, 李克非. 水泥基材料气体渗透性研究进展[J]. 硅酸盐学报, 2015, 43(10):1500-1510.
  • Relative Articles

    [1]QIN Wenbo, ZHOU Cheng, CHEN Jian, WANG Fan, LIU Wenli. Digital Twin-Based Platform Framework for Metro Bridge and Tunnel Structure Service[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 43-50. doi: 10.3724/j.gyjzG24010401
    [8]Zhong Xiaoping, Jin Weiliang. FRAMEWORK OF DESIGN THEORY OF WHOLE LIFE-CYCLE PERFORMANCE IN CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 1-9. doi: 10.13204/j.gyjz201308001
    [9]Zhong Zhenyu. NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 62-64,117. doi: 10.13204/j.gyjz200908016
    [10]Liu Jinrong, Deng Yongsheng, Jiang Chun, Yang Jianjiang. STUDY ON SEISMIC DESIGN CRITERION OF EXISTING STRUCTURE IN RE-SERVICE PERIOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 23-25. doi: 10.13204/j.gyjz200705006
    [11]Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024
    [12]Zhang Junzhi, Su Xiaozu. A MODEL STOCHASTIC TIME-DEPENDENT RESISTANCE OF EXISTING RC STRUCTURES BASED ON THE BAYESIAN METHOD AND MEASURED SAMPLE VALUE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 30-32. doi: 10.13204/j.gyjz200503012
    [13]Shao Jinsong, Liu Weiqing. CALCULATION OF RELIABILITY OF EXISTING MEMBERS FOR CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 47-50. doi: 10.13204/j.gyjz200408016
  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-0301234
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 17.2 %FULLTEXT: 17.2 %META: 82.8 %META: 82.8 %FULLTEXTMETA
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 13.8 %其他: 13.8 %北京: 17.2 %北京: 17.2 %张家口: 13.8 %张家口: 13.8 %芒廷维尤: 48.3 %芒廷维尤: 48.3 %西宁: 6.9 %西宁: 6.9 %其他北京张家口芒廷维尤西宁

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (211) PDF downloads(3) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return