大气条件下预应力混凝土覆盖层体系深度的确定

Feng Chen, D. Hu, Yili Sun
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引用次数: 0

摘要

预应力混凝土覆盖层体系不同于一般钢筋混凝土覆盖层,它是一个复杂的体系,不仅包括混凝土的非均匀层,还包括非预应力钢筋、金属波纹管和管道中的水泥膏体结壳体。因此,研究预应力混凝土结构的碳化腐蚀应考虑应力和钢筋失活膜位置的影响。考虑应力水平对混凝土扩散过程的影响,分析了多因素作用下全碳化区和半碳化区的碳化反应和扩散过程。提出了碳化条件下预应力混凝土结构耐久性极限状态方程,可以确定预应力混凝土结构覆盖层体系的深度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The determination of prestressed concrete covering layer system depth under atmosphere condition
The prestressed concrete covering layer system, different with the general reinforced concrete cover, is a complex system which includes not only the non-uniform layer of concrete, but also the non-prestressed reinforcement, the metal corrugated pipe and the cement paste incrustation body in the pipe. Therefore, the study for carbonization corrosion of the prestressed concrete structures should consider effect of the stress and deactivated film position of reinforcing bar. Taking into consideration of the effect of stress level in concrete diffusion process, the carbonization reaction and diffusion process in the complete carbonated zone and the half-carbonated one under multi factor is analysed. It presents the durability limit state equation for prestressed concrete structures under carbonization condition, which can determine the depth of the covering layer system for prestressed concrete structures.
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