Life Cycle Cost Analysis of Anticorrosive Coating of Steel Bridge

Pan Liu

doi:10.4028/www.scientific.net/AMR.496.121

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 496Life Cycle Cost Analysis of Anticorrosive Coating...

Life Cycle Cost Analysis of Anticorrosive Coating of Steel Bridge

Abstract:

This paper is about a design to steel structure anticorrosive coating of one domestic bridge which is 100-year design Life by using the latest life cycle cost analysis (LCC).With comparing the fees of four painting program, the most optimized economic is program IV, that is arc spraying aluminum、dilution epoxy MIO, universal epoxy antirust paint and polyurethane topcoat system. It has a important guiding significance to design anti-corrosion coating of other bridge steel structure.

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Periodical:

Advanced Materials Research (Volume 496)

Pages:

121-125

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.496.121

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Online since:

March 2012

Authors:

Pan Liu

Keywords:

Coating System, LCC Design, NPV, Steel Bridge

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References

[1] REN Bi-nian(2002). Corrosion and protection of highway steel bridge [M]. Beijing: China Communications Press.

Google Scholar

[2] PANG Qi-cai(2003). Bridge anti-corrosion coating and maintenance[M]. Beijing: China Chemical Industry Press.

Google Scholar

[3] ZENG Rong-chang(2000). Corrosion and protection of bridge[J],. Material protection, 33(1): 33 ~38.

Google Scholar

[4] YI Lun-xiong(1999). Selection of anti-corrosion coating system of steel structure bridges, [J]. Bridge construction, 17(2): 68~70.

Google Scholar

[5] XIAO Ji-mei(1994). General corrosion-Material corrosion and control method[M]. Bei Jing: China Chemical Industry Press.

Google Scholar

[6] Morcillo M (1999). Soluble Salts: Their effects on premature degradation of anticorrosive paints [J],. Prog Org Coat, 36: 137-147.

DOI: 10.1016/s0300-9440(99)00036-3

Google Scholar

[7] LIU Xin(2005). Anti-corrosion and fire protection coating of steel structure [M]. Bei Jing: China Chemical Industry Press.

Google Scholar

[8] ZHONG Qing(2006). Research on bridge design based on life-cycle cost [D] . Chang Sha: Hu Nan University.

Google Scholar

[9] ZHUANG Ji-yong(1998). The painting and repair technology steel structure of Baosteel 1st blast furnace [J],. Industrial building, 28(10): 48~50.

Google Scholar

[10] Japan Steel Association· Steel bridge performance proof-of-design corresponding research committee, anti-corrosion LCC association of steel bridge(2002). LCC evaluation and anti-corrosion design of steel bridge [M]. 9: 22~23.

DOI: 10.1108/acmm.2002.12849fab.002

Google Scholar