in　order　to　use　construction　solid　waste,　the　mix　proportion　tests　of　high-strength　concrete　doped　construction　solid　waste　are　performed,　and　the　influences　of　waste　coarse　aggregate　replacement　rate　and　basalt　fiber　on　fluidity,　compressive　strength,　elastic　modulus　and　split　strength　of　high　strength　concrete　are　investigated.　The　results　shows:　with　increase　of　waste　coarse　aggregate　replacement　rate,　the　compressive　strength　and　elastic　modulus　of　high　strength　concrete　are　decreased　as　well　as　slump　under　the　same　strength　grade;　with　increase　of　basalt　fibers,　the　split　strength　of　high　strength　concrete　increases　first　and　then　decreases,　but　the　compressive　strength　of　concrete　is　almost　constant,　then　the　suitable　replacement　rate　of　waste　coarse　aggregate　is　30%.　©　Published　under　licence　by　IOP　Publishing　Ltd.