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Water repellent surface impregnation for extension of service life of reinforced concrete structures in marine environments : the role of cracks

机译:疏水表面浸渍可延长海洋环境中钢筋混凝土结构的使用寿命:裂缝的作用

摘要

The enhancement of long-term durability of marine structures is a matter of interest to many researchers. The study presented in this paper examines the effectiveness of a water reducer and chloride barrier surface impregnation of the concrete cover of reinforced concrete (RC) structures, exposed to a marine environment. Specific focuses is on how surface cracks created (1) before impregnation and (2) after impregnation, affect the effectiveness of the surface treatment. The experiments are conducted in an environment which is as close as possible to the real humid subtropical marine environment. A series of reinforced concrete (RC) prisms and concrete cylinders, each treated with various commercial surface impregnation agents, were exposed to cyclic sea water shower under an outdoor environment to accelerate the dry/wet cycles for 1 year. Six types of surface impregnation agents, including four types of silane-based water repellent agents and two types of sodium silicate-based pore blockers (water-glass) were applied. Three types of RC prisms were prepared to simulate the different cracking possibilities, which may occur in surface impregnated concrete structures, during their service life. No cracks were introduced in the first prism group, while cracks were introduced before and after surface impregnation, in the second and third groups, respectively. The time-dependent water absorption of all specimens was monitored during exposure to the dry/wet cycles. Finally the specimens were split open to measure the penetration depths of the surface impregnation agents and the chloride penetration profiles. The areas with corrosion evident in the steel reinforcement in the RC prisms were also measured. Sodium silicate-based pore blockers were found to be inefficient in preventing chloride penetration of concrete under simulated marine exposures. The long-term efficiency of water repellent agents used for surface impregnation was found to be highly dependent on the type of agent and whether impregnation was carried out before or after crack formation.
机译:海洋结构的长期耐久性的提高是许多研究人员关注的问题。本文提出的研究检查了暴露于海洋环境的钢筋混凝土结构混凝土盖的减水剂和氯化物阻隔层表面浸渍的有效性。具体的重点是(1)浸渍前和(2)浸渍后产生的表面裂纹如何影响表面处理的有效性。实验是在尽可能接近实际潮湿的亚热带海洋环境的环境中进行的。将一系列分别用各种商业表面浸渍剂处理过的钢筋混凝土(RC)棱镜和混凝土圆柱体在室外环境下暴露于循环海水淋浴下,以加速干/湿循环1年。使用了六种类型的表面浸渍剂,其中包括四种类型的硅烷基憎水剂和两种类型的硅酸钠基疏孔剂(水玻璃)。准备了三种类型的RC棱镜来模拟在其使用寿命期间可能发生在表面浸渍混凝土结构中的不同开裂可能性。在第一棱镜组中没有引入裂纹,而在第二和第三组中分别在表面浸渍之前和之后引入了裂纹。在暴露于干/湿循环期间,监测所有样品随时间的吸水率。最后,将样品分开以测量表面浸渍剂的渗透深度和氯化物的渗透曲线。还测量了RC棱镜中钢筋中明显腐蚀的区域。在模拟的海洋环境下,发现基于硅酸钠的孔阻滞剂无法有效阻止混凝土中的氯化物渗透。发现用于表面浸渍的疏水剂的长期效率高度依赖于试剂的类型以及浸渍是在裂纹形成之前还是之后进行的。

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