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活性粉末混凝土(RPC)作为一种新型的水泥基结构材料,具有超高强度、高耐久性、高韧性、良好的体积稳定性等优良的性能,已经进入实际应用阶段。本文将结合试验研究,阐述配合比因素对RPC强度的影响及RPC的微观机理。
As a new type of cement-based structural material, reactive powder concrete (RPC) has excellent properties such as ultra-high strength, high durability, high toughness and good volume stability and has entered into practical application stage. This article will combine the experimental study, elaborated the mix proportion factor to the RPC intensity influence and the RPC micromechanism.