This　paper　studied　the　impact　resistance　of　high　zirconium　alkali-resistant　glass　fiber　reinforced　full-scale　concrete　slabs　from　the　perspective　of　dynamics　by　the　drop　hammer　test,　and　compared　with　macro-polypropylene　and　steel　fiber.　The　effects　of　fiber　type　and　fiber　volume　fractions　on　the　impact　resistance　of　concrete　slabs　were　investigated,　the　concrete　slab　acceleration　and　the　support　reaction　force　time-history　curve　were　measured,　and　the　dynamic　test　results　and　failure　mode　of　specimens　were　comparative　analysis.　All　fiber　reinforced　concrete　slabs　show　ductility　failure,　as　the　increase　in　fiber　volume　fractions,　the　impact　resistance　of　specimens　was　improved　more　significantly,　and　the　impact　resistance　of　slabs　exhibits　secondary　strengthening　properties　and　experienced　elastic-plastic　phase.　When　the　volume　fraction　was　0.45%,　the　first　impact　resistance　of　macro-polypropylene　fiber　and　glass　fiber　reinforced　concrete　slab　was　similar,　while　when　the　volume　fraction　was　0.75%,　the　impact　resistance　of　macro-polypropylene　fiber　reinforced　concrete　slab　was　better.　With　the　same　volume　fraction,　the　second　impact　resistance　of　macro-polypropylene　fiber　reinforced　concrete　slab　was　better　than　that　of　glass　fiber.　Although　the　impact　toughness　and　energy　dissipation　performance　of　high　zirconium　alkali-resistant　glass　fiber　reinforced　concrete　compared　with　other　fiber　is　not　outstanding,　but　the　comprehensive　analysis　shows　that　it　has　advantages　in　the　use　of　the　corrosion　environment.