提高海洋环境钢筋混凝土构筑物耐久性措施综述
A Review on Measures for Prolonging the Service Life of Marine Concrete Construction
摘 要
针对海洋环境钢筋混凝土构筑物过早腐蚀破坏,从混凝土防护、钢筋保护、包覆隔离保护、施工技术四个方面综述目前国内外对海洋环境下保护钢筋减少腐蚀、延长构筑物服役寿命所采取的技术措施,内容涉及:高性能混凝土、抗海水腐蚀水泥、阻锈剂、混凝土表面涂层、提高保护层厚度、钢筋涂层、耐腐筋、电化学保护、纤维玻璃钢或钢护筒包覆隔离、预防早期开裂、透水模板.重点讨论各措施的基本原理、特点、主要缺点和发展方向及工程应用.其中海工高性能混凝土是最经济、最基本和不可替代的,其他作为高性能混凝土基本措施的有效补充.
海洋构筑物
耐久性
防护措施
缺点
工程应用
reinforced concrete
marine construction
durability
protection measure
disadvantage
engineering application
Abstract
For premature decaying and destroying of reinforced concrete in marine,the measures to protect steel bar from rust and to prolong the service life of marine construction are reviewed from four aspects of concrete protection,steel protection,part-packed seclusion and construction technique.The measures include;high performance concrete,seawater decaying-resist cement,corrosion inhibitors,concrete surface coatings,increase of the thickness of concrete cover,steel bar coatings,antirust tendon,electrochemied protection,glass fiber reinforced plastics or steel seclusion,prevention of early cracking and permeable formwork.The basic principle,characteristic,disadvantage or developing direction and engineering applications of those measures are discussed.High performance Marine concrete is the most economical and irreplaceable measure.The others can be the effective complements of high performance concrete.
中图分类号 TU375
所属栏目 专论
基金项目
收稿日期 2007/5/27
修改稿日期 2007/8/11
网络出版日期
作者单位点击查看
引用该论文: LIU Jing,DENG De-hua,ZHAO Teng-long,LUO Ni. A Review on Measures for Prolonging the Service Life of Marine Concrete Construction[J]. Corrosion & Protection, 2008, 29(6): 329～333
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参考文献
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【6】范卫国,潘今岱,罗德宽,等.北仑港码头钢筋混凝土上部结构腐蚀破坏调查报告[A].海岸工程两岸研讨会论文集[C].西安1997.
【7】High performance concrete handbook-materials and applications[M].in Swedish,1998.
【8】Whitman F H,Schwesinger P.High performance concrete material properties and designer[M].冯乃谦译.北京;中国铁道出版社,1998.
【9】安明吉吉,朱金铨,覃维祖.高性能混凝土自收缩问题[J].建筑材料学报,2001,4(2):159-166.
【10】吴中伟.高性能混凝土(HPC)发展趋势[J].建筑技术,1998.(1).
【11】李乃珍,李启棣.抗海水水泥对高硫酸盐、氯离子的耐腐蚀性能及其机理.中国建材科技.1998.(5):7-13.
【12】李启棣,吴淑华.硫铝酸盐水泥混凝土的特性及应用.中国铁道出版.1989.
【13】洪乃丰.钢筋阻锈剂的应用和长期有效性[J].冶金建筑,1993,23(1):42-45.
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【15】Edelman A,Miksic B,Gelner L.Migrating corrosion inhibitors for reinforced concrete[J].ConChem J,1993,(2):38-43.
【16】Miksic B,FelnerL,Bjegovic D,et al.Migrating corrosion inhibitors for reinforced concrete[C].In;Proceedings of the 8th European Symposium on corrosion Inhibitors[C].Ferrara;[s.n.],1995:569-588.
【17】Almusallam A ,Khan F M,Dulaijan S U,et al.Effectiveness of surface coatings in improving concrete durability[J].Cement & Concrete Composites,2003,25:473- 481.
【18】IbrahimM,Al-Gahtani AS,Maslehuddin Ml.Effectiveness of concrete surface treatment materials in reducing chloride- induced reinforcement corrosion[J].Construction and Building Materials,1997,11(7/8):443- 451.
【19】ACI201-Guide to Durable Concrete.1998.
【20】王胜年,潘德强.海工混凝土的长期耐久性研究[J].水运工程,2001,(8):20-22.
【21】DIAMONDS.Corrosion behavior of steel building materials[J].Cement and Concrete Research,1981,11(3):383-394.
【22】LAMBERTC.Protection of concrete[J].British Corrosion Journal,1995,30(1):8.
【23】吴全岳,吴松贵,徐旭峰,等.环氧涂层钢筋及其应用[J].腐蚀与防护,2004,125(3):105-108.
【24】杜洪彦,邱富荣,许世力,等.海上混凝土防腐蚀涂料研究进展[C]//第五届全国建筑腐蚀防护学术交流会,2000,9.
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【27】祝昌暾,陈敏,杨杨,等.高强混凝土的收缩和早期徐变特性[J].混凝土与水泥制品,2005,(4).
【28】Robert Springenschmid.Avoid of thermal cracking in concrete at early ages[Z].RILEM Technical Committee,1998.
【29】朱伯芳.大体积混凝土温度应力与温度控制[M].北京: 中国电力出版社,1999.
【30】任玉杰.透水模板对提高混凝土耐久性的实验研究[J].港口工程,1995,(1).
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