To　explore　the　effects　of　different　particle　sizes　of　rubber　particles,　mixed　basalt　fibers　and　polypropylene　fibers　on　the　mechanical　property　and　impact　performance　of　concrete.　The　combined　waste　tire　rubber　particles　with　various　particle　sizes　were　proposed.　Then　the　combination　of　rubber　content　of　various　particle　sizes,　the　volume　content　of　different　basalt　and　polypropylene　fibers　seemed　as　influence　factors,　and　nine　kinds　of　composite　rubber　hybrid　fiber　concrete　(CRFC)　were　designed　by　the　orthogonal　test　method.　Compressive,　splitting　tensile,　dynamic　compressive　and　impermeability　tests　were　carried　out.　The　impacts　of　the　three　influence　factors　on　the　CRFC　test　index　were　obtained　according　to　the　range　and　variance　analysis　of　the　test　data,　meanwhile,　the　energy　conversion　in　the　process　of　dynamic　compression　was　used.　All　that　aimed　to　reveal　the　influence　mechanism　of　three　influencing　factors　on　the　mechanical,　impact　and　impermeability　properties　of　CRFC.　The　results　showed　that　the　increase　in　the　particle　size　of　the　rubber　weaken　the　uniform　dispersion　ability　of　the　rubber　particles　in　the　matrix,　the　rate　of　energy　absorption/dissipation,　the　energy　storage　limit,　the　failure　energy　and　the　transmission　energy　ratio　of　the　CRFC　and　the　ultimate　load　capacity　of　the　concrete.　However,　the　adhesion　between　the　rubber　particles　and　the　matrix,　the　ability　to　prevent　crack　propagation,　the　ratio　of　reflected　energy,　the　accumulated　elastic　energy,　and　the　ductility　of　concrete　all　improved　with　the　particle　size　of　the　rubber.　Although　there　are　different　physical　properties　for　the　basalt　fiber　and　polypropylene　fiber,　the　good　rigidity　and　ductility　can　be　found　in　the　CRFC　impact　test,　and　the　appropriate　amount　of　fiber　content　can　mostly　exert　the　synergistic　effect　of　hybrid　fiber.　Finally,　the　static　compression　and　dynamic　impact　damage　models　of　CRFC　are　established　on　basis　of　the　statistical　damage　theory.　That　can　provide　reference　for　engineering　application　of　CRFC.