|Table of Contents|

Key Technology for Improving Resistance Against Chloride Ion Penetration of Marine Concrete(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2009年01期
Page:
7-11
Research Field:
Publishing date:
2009-03-20

Info

Title:
Key Technology for Improving Resistance Against Chloride Ion Penetration of Marine Concrete
Author(s):
HU Hong-mei SONG Ming-hui YAO Zhi-xiong CHEN Xiao-hong
Department of Civil Engineering, Xiamen University, Xiamen 361005, Fujian, China
Keywords:
marine concrete resistance against chloride ion penetration mixture proportion fly ash compression strength
PACS:
TU528.01
DOI:
-
Abstract:
In order to improve resistance against chloride ion penetration of marine concrete, the key technology for improving resistance against chloride ion penetration of marine concrete was discussed from the choice of raw materials and the mixture proportion design, and the engineering example of Xiamen Xinglin Bay Jiutianhu Bridge of Fujian Province was analyzed. The results show that confecting Ⅱ fly ash, slag powder and concrete strengthening agent on resistance against chloride ion penetration in a certain proportion and optimizing the mixture proportion design of concrete, can effectively improve the resistance against chloride ion penetration of marine concrete.

References:

[1] 孙湘平.我国的海洋[M].北京:商务印书馆,1985:56-64. SUN Xiang-ping.The Oceans of Our Country[M].Beijing:The Commercial Press,1985:56-64.
[2]胡红梅,马保国.矿物功能材料对混凝土氯离子渗透性的影响[J].武汉理工大学学报,2004,26(3):19-22. HU Hong-mei,MA Bao-guo.The Influence of Mineral Function Materials on Chloride Ion Penetration of Concrete[J].Journal of Wuhan University of Technology,2004,26(3):19-22.
[3]胡红梅,马保国.矿物功能材料的Cl-结合能力[J].建筑材料学报,2004,7(4):406-410. HU Hong-mei,MA Bao-guo.Binding Capacity of Mineral Functional Materials with Chloride Ion[J].Journal of Building Materials,2004,7(4):406-410.
[4]赵国藩,陈凤山,高 潮.CFRP加固海工混凝土结构的抗Cl-侵蚀试验研究[J].建筑科学与工程学报,2008,26(3):1-5. ZHAO Guo-fan,CHEN Feng-shan,GAO Chao.Test Research on Chloride Ions Attack of Coastal Concrete Structure Reinforced by CFRP[J].Journal of Architecture and Civil Engineering,2008,26(3):1-5.
[5]马昆林,谢友均,刘运华,等.砂浆固化Cl-性能的影响因素[J].建筑科学与工程学报,2007,24(1):37-41. MA Kun-lin,XIE You-jun,LIU Yun-hua,et al.Influence Factors on Performance of Mortar Solidifying Chloride[J].Journal of Architecture and Civil Engin-eering,2007,24(1):37-41.
[6]马昆林,谢友均,龙广成.氯盐环境下桥梁混凝土结构的腐蚀行为及破坏机理[J].建筑科学与工程学报,2008,25(3):32-36. MA Kun-lin,XIE You-jun,LONG Guang-cheng.Corrosion Behavior and Destructive Mechanism of Bridge Concrete Structure Under Chloride Salt Environment[J].Journal of Architecture and Civil Engineering,2008,25(3):32-36.
[7]孙 洋,刁 波.混合侵蚀与冻融环境下混凝土力学性能劣化试验[J].建筑科学与工程学报,2008,25(2):41-44. SUN Yang,DIAO Bo.Experiment of Mechanical Properties Deterioration of Concrete in Multi-aggressive and Freeze-thaw Environment[J].Journal of Architecture and Civil Engineering,2008,25(2):41-44.

Memo

Memo:
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Last Update: 2009-03-20