为避免传统设计的钢筋混凝土梁截面耐久性不等和提高梁截面耐久性,提出了活性粉末混凝土-普通混凝土(RPC-NC)组合截面。通过28d加速碳化试验,得到普通截面和组合截面碳化深度数据,证明RPC-NC组合截面具有很好的耐久性能。分析了组合截面的碳化特征,依此改进了RPC-NC组合截面的形式。
In order to effectively increase the durability of concrete beam sections, a reactive powder concrete- normal concrete (RPC-NC) combined beam section was designed. A 28 d accelerated carbonation comparison experiment was performed, and the RPC-NC combined section was proved to be much more durable than NC section. Based on the analysis of the carbonation characteristic of the proposed combined section, a further improvement for the proposed combined section was put forward in order to obtain a nearly equal durable section.