To　improve　the　freezing　resistance　of　high　strength　concrete　and　expand　the　application　of　industrial　waste，the　freeze-thaw　test　of　concrete　specimens　was　carried　out　by　rapid　freeze-thaw　method，the　relative　dynamic　modulus　of　elasticity(Er)and　compressive　strength　of　the　specimens　before　and　after　freeze-thaw　were　acquired，the　effects　of　single　basalt　macro-fibers(BMF)，double　mixed　chopped　basalt　fibers(CBF)and　BMF　and　calcium　sulfate　whiskers(CSW)on　the　freezing　resistance　of　high　strength　concrete　were　studied.　The　results　show　that　freeze-thaw　failure　occurs　during　150　cycles　for　plain　high　strength　concrete(PC)，and　Er　value　is　52.4%.　Single　BMF，double　mixed　CBF　and　BMF　and　adding　them　all　can　improve　the　freezing　resistance　of　high　strength　concrete，and　adding　them　all　in　the　concrete　can　get　the　best　effect.　The　freezing　resistance　of　high　strength　concrete　is　the　best　when　the　volume　fraction　of　BMF　is　0.30%，the　volume　fraction　of　CBF　is　0.15%　and　the　mass　fraction　of　CSW　is　3%(CSW3CBF0.15BMF0.3)，Er　value　is　86.6%　after　300　freeze-thaw　cycles.　Loss　ratio　of　compressive　strength　is　only　2.5%　for　specimen　CSW3CBF0.15BMF0.3　after　150　cycles，but　is　30.9%　for　PC.　CSW，CBF　and　BMF　play　a　mixing　effect　and　prevent　freeze　swelling　cracking　of　high　strength　concrete　in　multi-scale.　©　2023　Tongji　University.　All　rights　reserved.