[1]杜明瑞,李晨光,姚煦霈,等.混凝土排水管网结构性病害原位喷筑内衬修复技术综述[J].郑州大学学报(工学版),2027,48(XX):1-12.[doi:10.13705/j.issn.1671-6833.2027.01.003]
　DU Mingrui,LI Chenguang,YAO Xupei,et al.A Review of In-situ Sprayed Lining Repair Technology for Structural Defects in Concrete Drainage Pipeline Networks[J].Journal of Zhengzhou University (Engineering Science),2027,48(XX):1-12.[doi:10.13705/j.issn.1671-6833.2027.01.003]
点击复制

混凝土排水管网结构性病害原位喷筑内衬修复技术综述()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
48
期数:
2027年XX
页码:
1-12
栏目:
出版日期:
2027-12-10

文章信息/Info

Title:
A Review of In-situ Sprayed Lining Repair Technology for Structural Defects in Concrete Drainage Pipeline Networks
作者:
杜明瑞1,2，李晨光1，姚煦霈1，方宏远1,2，李斌1，赵鹏3
1. 郑州大学 水利与交通学院,河南 郑州 450001;2. 黄河实验室(河南) ,河南 郑州 450046;3. 郑州安源工程技术有限公司,河南 郑州 450047
Author(s):
DU Mingrui1,2, LI Chenguang1, YAO Xupei1, FANG Hongyuan1,2, LI Bin1, ZHAO Peng3
1. School of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China 2. Yellow River Laboratory (Henan), Zhengzhou 450046, China 3. Zhengzhou Anyuan Engineering Technology Co., Ltd, Zhengzhou 450048, China
关键词:
混凝土排水管网; 水泥基材料; 高分子材料; 原位喷筑内衬; 修复理论
Keywords:
Concrete Pipeline;  Trenchless Rehabilitation;  In-situ Spraying Method;  Pipeline Damage Mechanism;  Spray-applied Repair Material;  Rehabilitation Mechanism
分类号:
TU992. 05TU991. 33
DOI:
10.13705/j.issn.1671-6833.2027.01.003
文献标志码:
A
摘要:
城市地下排水管网混凝土管道在化学-生物腐蚀与荷载作用下易发生渗漏、开裂等结构性病害，威胁城市公共安全。传统开挖修复弊端显著，非开挖原位喷筑内衬技术因此成为重要发展方向。本文综述了混凝土排水管道的损伤机理与喷筑修复材料的研究进展。首先分析管道在多因素作用下的损伤演化规律，明确各类损伤对修复材料的性能要求；其次聚焦水泥基与高分子两类喷筑修复材料。水泥基材料通过纤维增韧与微观结构优化，在结构性补强与裂缝控制方面表现突出；高分子材料则凭借高弹性、快速固化与卓越耐腐蚀性，在防渗与变形适应方面具有独特优势。随后分析了屏障隔绝、界面粘结与协同变形、复合结构增强三方面机理，论证修复层通过物理隔离、应力分担与整体性提升实现管道修复与承载力恢复。最后，结合智能修复与绿色材料的发展趋势，展望修复材料应向多性能协同、具备自修复能力、施工智能化等方向发展，为提升城市排水管网长期安全运行水平提供理论支持与技术参考。
Abstract:
Concrete pipelines in urban underground drainage networks are prone to structural defects such as leakage and cracking under combined chemical-biological corrosion and external loads, posing threats to public safety. Traditional excavation-based repair methods have significant drawbacks, making trenchless in-situ spray lining technology an important development direction. This paper reviews the damage mechanisms of concrete drainage pipes and the research progress on spray repair materials. It first analyzes the damage evolution laws under multi-factor actions and clarifies the performance requirements of repair materials for different types of damage. It then focuses on two major categories of spray repair materials: cement-based and polymer-based. Cement-based materials, through fiber toughening and microstructure optimization, exhibit excellent performance in structural reinforcement and crack control. Polymer materials, with their high elasticity, rapid curing, and superior corrosion resistance, offer unique advantages in seepage prevention and deformation accommodation. The paper further examines three key mechanisms—barrier isolation, interface bonding with synergistic deformation, and composite structure enhancement—demonstrating that the repair layer restores pipeline integrity and load-bearing capacity through physical isolation, stress redistribution, and overall structural improvement. Finally, considering trends in intelligent repair and green materials, the future development of repair materials is envisioned toward multi-functional synergy, self-healing capabilities, and intelligent construction, providing theoretical support and technical reference for enhancing the long-term safety of urban drainage networks.

参考文献/References:

[1] 中华人民共和国住房和城乡建设部. 中国城市建设统计年鉴2023[M]. 北京:中国城市出版社,2024.
[2] Yuan Yiming, Zhang Guangyi, Fang Hongyuan, et al. Influence of microbial community in drainage pipeline on corrosion[J]. China Water & Wastewater, 2022, 38(8): 46‑51.［袁艺鸣，张广毅，方宏远，等．排水管道微生物群落对管道腐蚀的影响［J］．中国给水排水，2022，38(8)：46‑51．］
[3] Wang Fuming, He Hang, Fang Hongyuan, et al. Study on mechanical response of the bell‑and‑spigot joints of pipeline under the coupling of traffic and running load[J]. Journal of Zhengzhou University (Engineering Science), 2020, 41(4): 1‑6.［王复明，何航，方宏远，等．交通和运行荷载耦合作用下管道承插口力学响应研究［J］．郑州大学学报(工学版)，2020，41(4)：1‑6．］
[4] Zhu Zihao, Zhang Peng, Ma Baosong, et al. Quantitative model for residual bearing capacity of corroded reinforced concrete pipe based on failure mode[J]. Tunnelling and Underground Space Technology, 2022, 129: 104675.
[5] Wang Fuming, Li Bin, Fang Hongyuan. Experimental and numerical study on polymer grouting repair of underground pipeline with void and corrosion diseases[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(3): 1‑8.［王复明，李斌，方宏远．含脱空、腐蚀病害地下管道聚合物注浆修复试验与数值研究［J］．隧道与地下工程灾害防治，2019，1(3)：1‑8．］
[6] Xi Dongmin, Lu Hongfang, Zou Xing, et al. Development of trenchless rehabilitation for underground pipelines from an academic perspective[J]. Tunnelling and Underground Space Technology, 2024, 144: 105515.
[7] Xing Wenjing, Zhang Chao, Xia Yangyang, et al. Trenchless rehabilitation materials and technologies for water supply pipes: a comprehensive review[J]. Process Safety and Environmental Protection, 2025, 203: 107896.
[8] Zhao Yahong, Ma Baosong, Ariaratnam S T, et al. Structural performance of damaged rigid pipe rehabilitated by centrifugal spray on mortar liner[J]. Tunnelling and Underground Space Technology, 2021, 116: 104117.
[9] Zhang Xijun, Du Mingrui, Fang Hongyuan, et al. Development of a sprayable PVA‑fiber‑enhanced cement mortar with high acid‑corrosion resistance for pipeline rehabilitate[J]. Journal of Materials Research and Technology, 2024, 29: 4607‑4621.
[10] Wang Tianyu, Zhang Duo, Zhu He, et al. Durability and self‑healing of engineered cementitious composites exposed to simulated sewage environments[J]. Cement and Concrete Composites, 2022, 129: 104500.
[11] Li Mingming, Zhao Yunpeng, Liu Kuo, et al. Research status of epoxy resin spraying in water distribution system in China and abroad[J]. China Water & Wastewater, 2016, 32(4):13‑15.［李明明，赵云鹏，刘阔，等．国内外供水管网环氧树脂喷涂修复的研究现状［J］．中国给水排水，2016，32(4)：13‑15．］
[12] Almusallam A A, Khan F M, Dulaijan S U, et al. Effectiveness of surface coatings in improving concrete durability[J]. Cement and Concrete Composites, 2003, 25(4/5): 473‑481.
[13] Capuozzo A, Tenore A, Russo F, et al. A double free boundary problem on microbially induced corrosion in wastewater concrete[J]. Mathematics in Engineering, 2025, 7(4): 481‑504.
[14] Wang Jun, Ying Hao, Fu Hongtao, et al. Field experiment and numerical simulation of the dynamic responses of rigid pipes in soft soil foundations under traffic loading[J]. Structures, 2025, 75: 108739.
[15] Tang Zeren, Yuan Cheng, Liu Xian, et al. Underground pipeline defect detection and quantification based on 3D vision recognition and segmentation algorithms[J]. Journal of Railway Science and Engineering, 2026, 23(4): 1993‑2004.［唐泽人，袁程，柳献，等．基于三维视觉与分割算法的地下管道损伤检测与量化［J］．铁道科学与工程学报，2026，23(4)：1993‑2004．］
[16] Kong Lijuan, Liang Zengyun, Lu Huan, et al. Accelerated simulating of the deterioration of concrete in gravity sewers[J]. Materials Reports, 2023, 37(7): 74‑80.［孔丽娟，梁增蕴，鹿桓，等．重力污水管道混凝土的加速腐蚀模拟研究［J］．材料导报，2023，37(7)：74‑80．］
[17] Li Bin, Fang Hongyuan, Yang Kangjian, et al. Impact of erosion voids and internal corrosion condition on concrete pipes under traffic loads[J]. Tunnelling and Underground Space Technology, 2022, 130: 104761.
[18] Zhang Wenyan, Lin Huaxia, Xue Mengfen, et al. Influence of shrinkage reducing admixtures on the performance of cementitious composites: a review[J]. Construction and Building Materials, 2022, 325: 126579.
[19] Dong Shun, Wang Dianchang, Hui Erqing, et al. An overview of the application of fiber‑reinforced cementitious composites in spray repair of drainage pipes[J]. Buildings, 2023, 13(5): 1119.
[20] Wang Dehui, Shi Caijun, Wu Zemei, et al. A review on ultra high performance concrete: part Ⅱ. Hydration, microstructure and properties[J]. Construction and Building Materials, 2015, 96: 368‑377.
[21] Justs J, Wyrzykowski M, Bajare D, et al. Internal curing by superabsorbent polymers in ultra‑high performance concrete[J]. Cement and Concrete Research, 2015, 76: 82‑90.
[22] Ji Jing, Zhang Zhanbin, Lin Manfang, et al. Structural application of engineered cementitious composites (ECC): a state‑of‑the‑art review[J]. Construction and Building Materials, 2023, 406: 133289.
[23] Wang Tianyu. Study on engineered cementitious composites used in trenchless pipeline rehabilitation[D]. Wuhan: China University of Geosciences, 2022.［王天宇．非开挖管道修复用ECC材料研究［D］．武汉：中国地质大学，2022．］
[24] Dawood E T, Ramli M. High strength characteristics of cement mortar reinforced with hybrid fibres[J]. Construction and Building Materials, 2011, 25(5): 2240‑2247.
[25] Ma Sanjuan, Andrade C, Bentur A, et al. Effect of crack control in mortars containing polypropylene fibers on the corrosion of steel in a cementitious matrix[J]. Materials Journal, 1997, 94(2): 134‑141.
[26] Zhang Xijun, Du Mingrui, Fang Hongyuan, et al. Study on the shear strength and damage constitutive model of the contact surface between PVA fiber‑enhanced cement mortar and concrete[J]. Construction and Building Materials, 2023, 400: 132571.
[27] Yu Kequan, Yu Jiangtao, Dai Jianguo, et al. Development of ultra‑high performance engineered cementitious composites using polyethylene (PE) fibers[J]. Construction and Building Materials, 2018, 158: 217‑227.
[28] Sun Guoxing, Liang Rui, Zhang Jinrui, et al. Mechanism of cement paste reinforced by ultra‑high‑molecular‑weight polyethylene powder and thermotropic liquid crystalline copolyester fiber with enhanced mechanical properties[J]. Cement and Concrete Composites, 2017, 78: 57‑62.
[29] Aydin S, Baradan B. The effect of fiber properties on high performance alkali‑activated slag/silica fume mortars[J]. Composites Part B: Engineering, 2013, 45(1): 63‑69.
[30] Lai Yangyi, Zhang Qibin, Tang Junwu. Experimental study on influence of polypropylene fiber on fluidity of cement mortar[J]. Sichuan Cement, 2017(3):12‑13.［赖洋羿，张琦彬，唐军务．聚丙烯纤维对水泥砂浆流动度影响试验研究［J］．四川水泥，2017(3)：12‑13．］
[31] Pereira E B, Fischer G, Barros J A O. Direct assessment of tensile stress‑crack opening behavior of strain hardening cementitious composites (SHCC)[J]. Cement and Concrete Research, 2012, 42(6): 834‑846.
[32] Luo Zuyun, Yang Xinhua, Ji Heli, et al. Carbonation model and prediction of polyvinyl alcohol fiber concrete with fiber length and content effects[J]. International Journal of Concrete Structures and Materials, 2022, 16: 9.
[33] Kong Yaozu. Study and application of cast in‑situ method for pipeline and manhole trenchless rehabilitation[D]. Wuhan: China University of Geosciences, 2017.［孔耀祖．原位浇筑法管道和检查井非开挖修复技术研究及应用［D］．武汉：中国矿业大学，2017．］
[34] Tian Guangshu, Dong Xuewang. Research on cement lining materials using cohesive additive with air blow compressive smearing method[J]. Petroleum Engineering Construction, 1991, 17(3): 27‑29.［田广墅，董学旺．风送挤涂法聚合物水泥砂浆衬里材料的研制［J］．石油工程建设，1991，17(3)：27‑29．］
[35] Xiang Qian, Xiao Feipeng. Applications of epoxy materials in pavement engineering[J]. Construction and Building Materials, 2020, 235: 117529.
[36] Somarathna H M C C, Raman S N, Mohotti D, et al. The use of polyurethane for structural and infrastructural engineering applications: a state‑of‑the‑art review[J]. Construction and Building Materials, 2018, 190: 995‑1014.
[37] Shojaei B, Najafi M, Yazdanbakhsh A, et al. A review on the applications of polyurea in the construction industry[J]. Polymers for Advanced Technologies, 2021, 32(8): 2797‑2812.
[38] CJJ/T 210—2014 城镇排水管道非开挖修复更新工程技术规程[S].
[39] Riahi E, Yu Xinbao, Najafi M, et al. D‑load strength of concrete pipes with epoxy linings[J]. Journal of Pipeline Systems Engineering and Practice, 2019, 10(4): 04019030.
[40] Wang Hailing, Zhang Junwen, Hu Weizheng. Application of polyurea anticorrosive coating on ductile iron pipe[J]. Foundry Technology, 2020, 41(8): 790‑792.［王海玲，张俊文，胡卫征．聚脲防腐涂料在球墨铸铁管上的应用［J］．铸造技术，2020，41(8)：790‑792．］
[41] Zhang Ruizhu, Zhang Hao, Cui Xiangcheng, et al. Influence of GO loaded nano‑Al₂O₃ on the wear resistance of epoxy resin[J]. Materials Protection, 2021, 54(6): 34‑39.［张瑞珠，张豪，崔祥成，等．GO负载纳米Al₂O₃对环氧树脂耐磨性能的影响［J］．材料保护，2021，54(6)：34‑39．］
[42] Ha S K, Lee H K, Kang I S. Structural behavior and performance of water pipes rehabilitated with a fast‑setting polyurea‑urethane lining[J]. Tunnelling and Underground Space Technology, 2016, 52: 192‑201.
[43] Deng Chunhua. Preparation and property of HTPB polyurethane elastomer‑modified epoxy resin anti‑corrosion coatings[D]. Jinan: Shandong University, 2014.［邓春华．端羟基聚丁二烯聚氨酯改性环氧树脂防腐涂料的制备与性能研究［D］．济南：山东大学，2014．］
[44] Song Y S, Youn J R. Influence of dispersion states of carbon nanotubes on physical properties of epoxy nanocomposites[J]. Carbon, 2005, 43(7): 1378‑1385.
[45] Kirmani M H, Arias‑Monje P J, Kumar S. High interfacial shear strain in polyurea‑carbon nanotube composite sheets[J]. ACS Applied Nano Materials, 2019, 2(11): 6849‑6857.
[46] Zhang Rui, Wang Liufang, Zhang Weiguo, et al. Application of high pressure airless spray[J]. Paint & Coatings Industry, 2003, 33(5): 33‑35.［张睿，王留方，张卫国，等．高压无空气喷涂的应用［J］．涂料工业，2003，33(5)：33‑35．］
[47] Zhang Xijun, Fang Hongyuan, Shi Mingsheng, et al. Structural performance of corroded concrete pipes after mortar spraying rehabilitation under traffic load[J]. Tunnelling and Underground Space Technology, 2022, 128: 104620.
[48] Shi Guopeng, Ma Baosong, Yang Chao, et al. Structural performance of reinforced concrete pipe repaired by cement mortar spraying method[J]. China Water & Wastewater, 2020, 36(20): 32‑38.［史国棚，马保松，杨超，等．水泥砂浆喷涂法修复钢筋混凝土管道结构性能［J］．中国给水排水，2020，36(20)：32‑38．］
[49] Toutanji H A, Choi H, Wong D, et al. Applying a polyurea coating to high‑performance organic cementitious materials[J]. Construction and Building Materials, 2013, 38: 1170‑1179.
[50] Zhao Yahong, Ma Baosong, Zhang Haifeng, et al. Mechanical behavior and calculation method of interface between host pipeline and lining[J]. Journal of Harbin Institute of Technology, 2020, 52(11): 167‑174.［赵雅宏，马保松，张海丰，等．既有管道与内衬叠合界面受力性能及计算方法［J］．哈尔滨工业大学学报，2020，52(11)：167‑174．］

相似文献/References:

[1]陈达,YURTDAS ISMAIL..干燥作用对水泥基材料影响的研究[J].郑州大学学报(工学版),2006,27(4):58.[doi:10.3969/j.issn.1671-6833.2006.04.015]
　CHEN Da,YURTDAS ISMAIL..Study on the effect of drying on cement-based materials [J].Journal of Zhengzhou University (Engineering Science),2006,27(XX):58.[doi:10.3969/j.issn.1671-6833.2006.04.015]

更新日期/Last Update: 2026-07-24