Abstract: Reactive powder concrete (RPC) has high strength and high toughness, but its high weight limits its application in the field of urban transportation. In order to reduce its bulk density , lightweight and high-strength ceramic sand was used to replace the quartz sand in RPC, and its fluidity, apparent dry density, mechanical properties and microstructure were studied. The results show that the compressive strength of the specimen is 120.1 MPa and the flexural strength is 27.0 MPa when the replacement rate of ceramic sand is 30%, which can meet the mechanical performance requirements of RPC in the field of subway evacuation platforms and cover plates. The apparent dry density of ceramic sand RPC is 2 338 kg/m3, which is reduced by 12.1%, compared with the RPC without ceramic sand. At the same time, the flow property is significantly improved, and it has good toughness. The steel fiber, ceramic sand and RPC matrix are combined closely, and ceramic sand and RPC matrix have a good interface transition zone.
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