Yang Jinbo, Yan Peiyu, Guo Baolin. EXPERIMENTAL RESEARCH ON THE APPLICATION OF PERMIT ION MIGRATION TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 67-69,15. doi: 10.13204/j.gyjz200907019
Citation:
Yang Jinbo, Yan Peiyu, Guo Baolin. EXPERIMENTAL RESEARCH ON THE APPLICATION OF PERMIT ION MIGRATION TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 67-69,15. doi: 10.13204/j.gyjz200907019
Yang Jinbo, Yan Peiyu, Guo Baolin. EXPERIMENTAL RESEARCH ON THE APPLICATION OF PERMIT ION MIGRATION TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 67-69,15. doi: 10.13204/j.gyjz200907019
Citation:
Yang Jinbo, Yan Peiyu, Guo Baolin. EXPERIMENTAL RESEARCH ON THE APPLICATION OF PERMIT ION MIGRATION TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 67-69,15. doi: 10.13204/j.gyjz200907019
The resistance to the penetration of chloride ions of cover concrete has a direct influence on the durability of reinforced concrete structures.In order to improve the resistance to the penetration of chloride ions of cover concrete many technologies were developed,such as controlled permeability formwork,water repellence agent and antirust coat etc.A nondestructive in-situ test method called PERMIT ion migration test and the application of controlled permeability formwork,water repellence agent and antirust coat in the construction of Qingdao bay bridge were introduced.The PERMIT ion migration test was used to estimate the effect of them.The experimental results show that the PERMIT ion migration test can be used to estimate the effect of different kind of improving technologies.The improving technologies all can improve the resistance to the penetration of chloride ions of cover concrete.The different types of controlled permeability formwork have different grades of effect.Water repellence agent and antirust coat are the bests.
[3] Wittmann F H,战红燕,赵铁军.混凝土表面防水处理和氯离子隔离层的建立[J].建筑材料学报,2005,8(1):1-6;
[4] CECS 012004混凝土耐久性设计施工指南[S];
[5] Basheer P A M,Andrews R J,Robinson D J,et al.PERMITIonMigration Test for Measuringthe Chloride Ion Transport of Concrete onSite[J].NDTEInternational,2005,38(3):219-229;