With　the　implementation　of　the　Xiongan　New　Area　and　the　urbanization　construction　plan　surrounding　the　Beijing-Tianjin　satellite,　it　is　urgent　to　study　and　apply　the　sponge-permeable　paving　materials　to　solve　the　urban　waterlogging　and　heat　island　effect.　In　this　paper,　the　hydration　microscopic　characteristics　of　cementitious　materials　are　analyzed　by　means　of　the　differential　scanning　calorimetry　(DSC)　test.　The　test　of　water-cement　ratio,　porosity,　and　gradation　structure　on　the　strength　and　permeability　coefficient　is　emphasized,　and　the　strength　change　rule　of　porous　permeable　concrete　is　obtained.　The　research　results　are　shown　as　follows:　(1)　The　DSC　test　shows　that　the　effect　of　temperature　on　the　hydration　process　of　cement　is　obvious.　With　the　increase　of　temperature,　the　two　exothermic　peaks　of　cement　hydration　increase　significantly　and　tend　to　overlap　and　the　exothermic　process　is　shortened.　At　85　degrees　C,　only　one　exothermic　peak　appeared,　indicating　that　C3S　hydration　and　ettringite　formation　process　were　completed　at　the　same　time　in　a　relatively　short　time.　(2)　The　optimal　water-binder　ratio　of　pervious　concrete　ranges　from　0.24　to　0.30,　and　the　optimal　porosity　ranges　should　be　controlled　within　the　range　of　15%-25%.　Moreover,　the　open　gradation　of　pervious　concrete　mix　ratio　design　is　selected,　and　the　cement　content　should　be　within　the　range　of　20%-25%.　(3)　The　mathematical　model　of　permeability　coefficient　and　porosity　ratio　of　permeable　concrete　is　established:　k=-0.0003n2+0.0057n-0.0044;　the　mathematical　model　of　permeability　coefficient　and　compressive　strength　of　open-graded　pervious　concrete:　k=0.99006-0.05389c+8.02x10-4c2.　The　research　results　can　provide　theoretical　support　and　technical　guidance　for　the　design　and　construction　of　permeable　materials　of　sponge　cities　in　Xiongan　New　Area　and　surrounding　ring　new　area,　which　are　of　great　engineering　value.