基于不同湿度环境下高分子修复剂对混凝土裂缝自愈合性能的影响研究

石宝存; 陈景雅; 朱润禹; 孙睿; 王方伟

doi:10.13204/j.gyjzG22063018

基于不同湿度环境下高分子修复剂对混凝土裂缝自愈合性能的影响研究

doi: 10.13204/j.gyjzG22063018

河海大学土木与交通学院, 南京 210098

基金项目:

教育部人文社会科学研究规划基金项目(18YJAZH119)。

国家自然科学基金项目(52078190)

详细信息

作者简介:
石宝存,男,1997年出生,硕士研究生,shibaocun1997@126.com。

通讯作者:
陈景雅,女,1967年出生,教授,13805151397@139.com。

计量
- 文章访问数: 51
- HTML全文浏览量: 7
- PDF下载量: 2
- 被引次数: 0
出版历程
- 收稿日期: 2022-06-30
- 网络出版日期: 2023-07-01

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

College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China

摘要

摘要: 通过检测表观形貌特征、气体渗透性、水分传输性和抗压强度的变化,系统研究了不同湿度环境下混凝土损伤劣化规律和裂缝修复机理,揭示了在不同湿度环境下环境响应型高分子修复剂对损伤混凝土自愈合的激励机制;同时,结合扫描电子显微镜、能谱分析和X射线衍射研究了裂缝自愈合的微观结构和演变机理。结果表明:自然空气和相对湿度30%的养护环境不利于混凝土裂缝的自修复行为;随着养护湿度的增加,混凝土裂缝修复率不断增大,潮湿环境有利于环境响应型高分子修复剂充分发挥激励作用,促进裂缝自愈合特性,延长服役寿命;浸水环境下高分子修复剂的修复效果最佳,裂缝愈合率可达70.38%,其耐久性和抗压强度等性能都明显优于素混凝土;裂缝愈合的主要原因是修复剂吸水膨胀,大量碳酸钙和钙矾石等凝胶沉淀物填充裂缝;混凝土裂缝自修复行为是物理变化和化学变化共同作用的结果。
- 混凝土裂缝 /
- 湿度环境 /
- 干湿循环 /
- 高分子修复剂 /
- 自愈合
Abstract: 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.
- concrete crack /
- humidity environment /
- dry-wet cycle /
- polymer repair agent /
- self-healing

HTML全文

参考文献(15)

[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.