Case Studies
Aug 6, 2024

Dual-Component Polyurethane Spray Technology for Repairing Concrete Pipes: A Case Study

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 15, Issue 4

Abstract

This study examines the feasibility and effectiveness of the sprayed-in-place pipe (SIPP) technology for concrete pipe repair, with a focus on a dual-component, high-strength spray lining material enhanced with an epoxy resin sealing layer. The research was conducted using a simulated experiment rig, tailored to specific environmental characteristics and the specifications of BONNA pipe, a type of precast reinforced concrete pressure pipe. This setup allowed for a detailed feasibility study of an automated spray process under simulated working conditions. The experimental process involved applying the lining material to concrete substrates, achieving a smooth, pinhole-free surface, with quality control managed using a high-voltage spark tester. The lining demonstrated exceptional impermeability, showing no penetration under 3 MPa water pressure, and maintained strong adhesive strength with the substrate, exceeding 6 MPa as indicated by substrate concrete failure during testing. Furthermore, the technique’s applicability in complex scenarios was tested, including automatic spraying inside 90° elbows, with lining thickness variations staying within acceptable limits. These findings suggest that the process is highly suitable for on-site pipeline conditions, offering a robust and reliable solution for enhancing the durability and integrity of pipeline infrastructures. This study provides practical engineering references for the SIPP repair method, demonstrating its potential as a significant advancement in pipeline repair and maintenance.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was financially supported by the Natural Science Foundation of Jiangsu Province (Grant No. BK20220848).

References

ASTM. 2014. Standard test method for tensile properties of plastics. ASTM D638. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test method for glass transition temperature (dma tg) of polymer matrix composites by dynamic mechanical analysis (DMA). ASTM D7028. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for coefficient of linear thermal expansion of plastics between -30°C and 30°C with a vitreous silica dilatometer. ASTM D696. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test methods for flexural properties of unreinforced and reinforced plastics and electrical insulating materials. ASTM D790. West Conshohocken, PA: ASTM.
ASTM. 2019a. Standard test method for abrasion resistance of organic coatings by the taber abraser. ASTM D4060. West Conshohocken, PA: ASTM.
ASTM. 2019b. Standard test method for resistance of organic coatings to the effects of rapid deformation (Impact). ASTM D2794. West Conshohocken, PA: ASTM.
ASTM. 2021. Standard test method for rubber property—Durometer hardness. ASTM D2240. West Conshohocken, PA: ASTM.
ASTM. 2022a. Standard test method for pull-off strength of coatings using portable adhesion testers. ASTM D4541. West Conshohocken, PA: ASTM.
ASTM. 2022b. Standard test method for water absorption of plastics. ASTM D570. West Conshohocken, PA: ASTM.
ASTM. 2023. Standard test method for compressive properties of rigid plastics. ASTM D695. West Conshohocken, PA: ASTM.
Azimi, M. A., J. C. Matthews, A. Bagherpour, A. Alsadi, J. J. Kraft, S. Alam, and U. Campos. 2021. “Mechanical properties of novel reinforced spray in place pipe material with potential fully structural performance application.” Front. Water 3 (Sep): 732845. https://doi.org/10.3389/frwa.2021.732845.
Fang, H., B. Li, F. Wang, Y. Wang, and C. Cui. 2018. “The mechanical behaviour of drainage pipeline under traffic load before and after polymer grouting trenchless repairing.” Tunnelling Underground Space Technol. 74 (Apr): 185–194. https://doi.org/10.1016/j.tust.2018.01.018.
Grengg, C., F. Mittermayr, N. Ukrainczyk, G. Koraimann, S. Kienesberger, and M. Dietzel. 2018. “Advances in concrete materials for sewer systems affected by microbial induced concrete corrosion: A review.” Water Res. 134 (May): 341–352. https://doi.org/10.1016/j.watres.2018.01.043.
ISO. 2012. Plastics—Determination of tensile properties—Part 2: Test conditions for moulding and extrusion plastics. ISO 527-2. Geneva: ISO.
ISO. 2019. Plastics—Determination of flexural properties. ISO 178. Geneva: ISO.
Lu, H., S. Behbahani, M. Azimi, J. C. Matthews, S. Han, and T. Iseley. 2020a. “Trenchless construction technologies for oil and gas pipelines: State-of-the-art review.” J. Constr. Eng. Manage. 146 (6): 03120001. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001819.
Lu, H., X. Wu, H. Ni, M. Azimi, X. Yan, and Y. Niu. 2020b. “Stress analysis of urban gas pipeline repaired by inserted hose lining method.” Composites, Part B 183 (Feb): 107657. https://doi.org/10.1016/j.compositesb.2019.107657.
Lu, Z., K. Wang, Z. Wang, Y. Xu, and H. Liu. 2021. “Analysis on the mechanical behavior of the interlayer interface of a recycled composite pipe with a thin-walled lining.” Adv. Eng. Sci. 53 (4): 92–100.
McKim, R. A. 1997. “Selection method for trenchless technologies.” J. Infrastruct. Syst. 3 (3): 119–125. https://doi.org/10.1061/(ASCE)1076-0342(1997)3:3(119).
Moeini, R., and M. R. Zare. 2021. “Reduce repair cost of wastewater pipelines for using trenchless and open cut technology.” Ain Shams Eng. J. 12 (1): 423–435. https://doi.org/10.1016/j.asej.2020.04.016.
Shi, G., B. Ma, C. Yang, and C. Zeng. 2020. “Structural performance of reinforced concrete pipe repaired by cement mortar spraying method.” China Water Wastewater 36 (20): 32–38.
Shou, K. J., and B. C. Chen. 2018. “Numerical analysis of the mechanical behaviors of pressurized underground pipelines rehabilitated by cured-in-place-pipe method.” Tunnelling Underground Space Technol. 71 (Jan): 544–554. https://doi.org/10.1016/j.tust.2017.11.005.
Shou, K. J., and C. C. Huang. 2020. “Numerical analysis of straight and curved underground pipeline performance after rehabilitation by cured-in-place method.” Underground Space 5 (1): 30–42. https://doi.org/10.1016/j.undsp.2018.10.003.
Yang, K., H. Fang, J. Bu, X. Zhang, B. Li, X. Du, and Z. Zhang. 2021a. “Full-scale experimental investigation of the mechanical characteristics of corroded buried concrete pipes after cured-in-place-pipe rehabilitation.” Tunnelling Underground Space Technol. 117 (Nov): 104153. https://doi.org/10.1016/j.tust.2021.104153.
Yang, K., B. Xue, H. Fang, X. Du, B. Li, and J. Chen. 2021b. “Mechanical sensitivity analysis of pipe-liner composite structure under multi-field coupling.” Structures 29 (Feb): 484–493. https://doi.org/10.1016/j.istruc.2020.11.036.
Zhang, X., H. Fang, Q. Hu, B. Ma, S. Hu, M. Du, X. Du, K. Yang, B. Li, and M. Shi. 2022. “Mechanical performance of corroded reinforced concrete pipelines rehabilitated with sprayed-on cementitious liners subjected to combined loads.” Tunnelling Underground Space Technol. 120 (Feb): 104266. https://doi.org/10.1016/j.tust.2021.104266.
Zhao, Y., et al. 2021. “Structural performance of damaged rigid pipe rehabilitated by centrifugal spray on mortar liner.” Tunnelling Underground Space Technol. 116 (Oct): 104117. https://doi.org/10.1016/j.tust.2021.104117.
Zhao, Y., B. Ma, H. Zhang, C. He, and G. Shi. 2020. “Mechanical behavior and calculation method of interface between host pipeline and lining.” J. Harbin Inst. Technol. 52 (11): 167–174. https://doi.org/10.11918/201904203.

Information & Authors

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 15Issue 4November 2024

History

Received: Nov 22, 2023
Accepted: May 20, 2024
Published online: Aug 6, 2024
Published in print: Nov 1, 2024
Discussion open until: Jan 6, 2025

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Graduate Student, China-Pakistan Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Associate Professor, China-Pakistan Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast Univ., Nanjing 210096, China (corresponding author). ORCID: https://orcid.org/0000-0002-5172-9008. Email: [email protected]
General Manager, Asoe Hose Manufacturing Inc., 27 East Meilan Rd., Hailing District, Taizhou, Jiangsu 225309, China. Email: [email protected]
Chairman, Asoe Hose Manufacturing Inc., 27 East Meilan Rd., Hailing District, Taizhou, Jiangsu 225309, China. Email: [email protected]
Tom Iseley, Ph.D., P.E., Dist.M.ASCE [email protected]
Professor, Construction Engineering and Management, Purdue Univ., West Lafayette, IN 47907. Email: [email protected]

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