Pre Stressed Steel Cylinder Concrete Pipe Development Status: A Review

Yuan Shitong *

North China University of Water Resources and Electric Power, China.

*Author to whom correspondence should be addressed.


Abstract

Pre stressed steel cylinder concrete pipe (PCCP) is a composite pipe composed of thin steel plates, high-strength steel wires, and concrete. It fully and comprehensively utilizes the tensile and easy sealing properties of steel, as well as the compressive and corrosion resistance properties of concrete. It has the characteristics of high sealing, high strength, and high impermeability. Due to its excellent characteristics, it has been widely used worldwide. This article mainly introduces the structure and components of prestressed steel cylinder concrete pipes, the development history and research status at home and abroad, as well as the PCCP design standards and development prospects

Keywords: Pipeline structure, development status, research status, design standards


How to Cite

Shitong, Yuan. 2024. “Pre Stressed Steel Cylinder Concrete Pipe Development Status: A Review”. Current Journal of Applied Science and Technology 43 (4):21-30. https://doi.org/10.9734/cjast/2024/v43i44366.

Downloads

Download data is not yet available.

References

Sun Shaoping, Wang Guanming. Characteristics of prestressed steel cylinder concrete pipes. Municipal Technology. 2006;24(2):121-125.

Xiong Huan Analysis Model and Experimental Study on Pre stress of Super Large Diameter PCCP in the South to North Water Diversion Project Beijing: Tsinghua University; 2010.

Wang Yuliang Theoretical study on the stress performance of prestressed steel tube concrete pipes Tianjin: Tianjin University; 2007.

Chen Honggang Research on the Application of PCCP in the water transfer and connection project of dahuofang reservoir DALIAN: Dalian University of Technology; 2012.

Zarghamee MS. Hydrostatic pressure testing of prestressed concrete cylinder pipe with broken wires. New Pipeline Technologies, Security, and Safety. ASCE. 2004:294-303.

Yu Hongfang, buttoned like a song Several thoughts and countermeasures on the development of prestressed steel cylinder concrete pipes in China Concrete and Cement Products. 2019;(11):30-32.

Zhang Hongyu Theoretical study on the performance and durability of prestressed steel tube concrete pipe structures Wuhan: Wuhan University; 2014.

Zarghamee M S, Ojdrovic R P, Dana W R. Coating delamination by radial tension in prestressed concrete pipe. I: experiments. Journal of Structural Engineering. 1993; 119(9):2701-2719.

Hu Shaowei, Shen Jie, Wang Dongli, etc Analysis and experimental research on prestressed steel cylinder concrete pipe structure with super large diameter pre existing cracks. Journal of Water Resources. 2010;41(7):876-882.

Chen Bozhi research on structural safety evaluation of PCCP under operational and environmental loads Dalian: Dalian University of Technology; 2018.

Zhang XJ, Wu JY, Hou C, et al. An analytical solution for stress transfer between a broken prestressing wire and mortar coating in PCCP Materials. 2022; 15:5779.

Hu Shaowei, Lu Yong, Sun Yueyang, etc. Research on the impact of wire breakage on the water pressure bearing capacity of PCCP under actual Burial conditions Concrete and Cement Products. 2019; (10):27-30.

Zarghamee.M.S.Hydrostatic pressure testing of Prestressed Concrete Cylinder Pipe with Broken wies. New Pipeline Technologies. 2003;(7):294-303.

Gomez ,Munoz D.Structural model for stress evaluation of Prestressed Concrete Cylinder Pipe of the Cutzamala System. Pipelines. 2004;6(21):831-856.

Diab YG, Bonierbale T. A numerical modeling and aproposal for rehabilitation of PCCP’s.Pipelines. 2001;22(30):1-8.

Lotfi R,Ralph G.Reliability assessment of distressed Prestressed Concrete Cylinder Pipe Pipelines. 2005;7(6):838—852.

Ejbouh A, Ech-chebab A, Galai M, et al. Effects of fly ash and simulation of the natural hot and dry climate of the Moroccan desert region on the durability of prestressed concrete cylinder pipes. Journal of Pipeline Systems Engineering and Practice. 2022;13(4).

Li H Z, Feng X, Chen B Z, et al. Damage evaluation of a PCCP joint with a localized soil void and broken wires. Advances in Structural Engineering. 2021;4:1-11.

Hassi S, Touhami ME, Boujad A, et al. Assessing the effect of mineral admixtures on the durability of Prestressed Concrete Cylinder Pipe (PCCP) by means of electrochemical impedance spectroscopy. Construction and Building Materials. 2020;262:120925.

Ge S, Sinha S. Effect of mortar coating's bond quality on the structural integrity of prestressed concrete cylinder pipe with broken wires. Journal of Materials Science Research, 2015;4(3):59-75.

Zhang Haifeng, Dong Shun, Zhou Wei, et al Introduction to Repair and Renewal Technology for Pre stressed Steel Tube Concrete Pipe (PCCP) Structures Water supply and drainage. 2017; 53(8):104-108.

Jana D, Lewis RA. Acid attack on PCCP mortar coating. American Society of Civil Engineers, 2004:1-10.

Gu Xiaobo. Exploration of durability of pre stressed steel tube concrete pipe (PCCP) .Heilongjiang Water Conservancy Science and Technology. 2017;45(11):60-62+77.

Dong Xiaonong, Li Meng, Sun Zhiheng, et al Experimental and computational analysis of composite carbon fiber reinforcement on the inner wall of prestressed steel cylinder concrete pipes. Journal of Water Resources, 2019;50 (6):780-786.

Li Hongjie discussion on safety analysis and quality control measures for PCCP Use. Concrete and Cement Products. 2020;291(07):39-42+50.

Scali M, Scheiner P , Aquino W ,et al.Analysis and Performance of PCCP Mortar Coating //Pipeline Engineering & Construction International Conference.2003:6-8.

Fisk PS, Marshall J. Detecting deteriorating thinning PCCP Pipe Mortar Coating//Pipeline Division Specialty Conference. 2010:920-924.

Sun Shaoping, Xiao Yan, Wang Guangming. Stress analysis of PCCP protective layer. Special Structures. 2005;22(3):62-65.

Zhang Shirong, Zhang Caixiu, Cao Chusheng, Xie Shiling. Numerical simulation analysis of prestressed steel cylinder concrete pipes (PCCP) EA//Frontiers of Water Conservancy Engineering Technology in the New Century; 2005.

Zhang Caixiu. Finite element analysis of prestressed steel cylinder concrete pipes (PCCP) ED. Tianjin: Tianjin University; 2005.

Rasko P.Ojdrovic,Peter D.Nardini,Mehdi S.Zarghamee.Verification of PCCP Failure Margin and Risk Curves Pipelines. 2011 (1):1413-1423.

Zhou Xiaochi, Shi Liang, Cai Jingshun. The effect of organic rust inhibitors on the corrosion behavior of HRB400 steel bars under stress loading. Journal of Building Materials; 2020.

Hu Shaowei, Hu Xin, Lu Jun. Research on non-destructive testing method for PCCP wire breakage based on eddy current principle. Water Resources and Hydropower Technology. 2016;47(02):101-103+114.

Yang Huiqin. Safety protection measures for long-distance water transmission projects using large-diameter PCCP pipes. Water Resources and Hydropower Technology. 2019;50(12):138-143.

Evans RH, Use of calcium chloride in prestressed concrete, Proceeding Word Conference on Prestressed Concrete, San Francisco. 1957;A31-1-A31-8.

Stark D. Determination of permissible chloride levels in prestressed concrete, PCI Journal.1984;29(4):106-119.

Toribio J. Role of hydrostatic stress in hydrogen diffusion in pearlitic steel, Journal of Materials. Science. 1993;28(9):2289-2298.

Toribio J.and Elices M.,Influence of residual stresses on hydrogen embrittlement susceptbility of prestressing steels,International Journal of Solids ang Structures ,1991,V,28,n6,p791-p803.

Toribio J. Numerial modeling of hydrogen embrittlement of cylindrical bars with residual stress fields, Journal of Strain Analysis. 2000;35(3):189-203.

American National Standardslnstitute,ANSI/AWWAC304,Design of Prestressed Concrete Cylinder Pip,steeb.cylinder type.Denver,Colorado:American Water Works Association; 2011.

American National Standardslnstitute,ANSI/AWWAC301,Standard for prestressed concrete cylinder pipe,steeb. Cylinder type.Denver,Colorado:American Water Works Association; 2000.

State administration of building materials industry. JC-625, Pre stressed steel tube concrete pipe. Beijing; China National Standardization Administration; 1996.

China National Standardization Administration. GB/T 19685-2005, Pre stressed Steel Tube Concrete Pipes. Beijing: National Standardization Administration; 2005.

China engineering construction standardization association. CECSl40: 2011, Structural design specification for buried pipe core wrapped with wire, Pre stressed Concrete Pipe and Pre stressed Steel Tube Concrete Pipe in Water Supply and Drainage Engineering Beijing: China Standards Publishing House; 2011.

Wang Chunmin, Wang Xiangmin. Large diameter pipes and their comparison. Concrete and Cement Products. 2007(2): 25-125.