In　order　to　explore　the　possibility　of　using　high　performance　cement-based　adhesive　(IIPCA)　as　a　adhesive　for　steel-UHPC　composite　plates,　the　type,　age,　temperature,　and　bonding　area　of　the　adhesive　were　used　as　parameters.　24　interface　shear　tests　were　conducted　on　steel-UIIPC　composite　plates　connected　with　cement-based　adhesives　to　analyze　the　influence　of　various　parameters　on　the　failure　mode　and　shear　bond　strength　of　the　bonding　interface.　The　results　show　that　under　normal　temperature　conditions,　specimens　using　high　performance　cement-based　adhesives　mainly　exhibit　cohesive　failure　of　the　bonding　layer　(type　B　failure).　The　interface　debonding　failure　between　the　bonding　layer　and　UHPC　plate　occurs　in　the　specimens　using　ordinary　cement-based　adhesive　(NCA)　(type　C　failure),　and　the　shear　bond　strength　of　NCA　is　only　47.　9%　of　that　of　HPCA.　Under　high　temperature　conditions,　the　shear　bond　strength　of　HPCA　decreases　by　40%-60%,　but　still　exceeds　1.　0　MPa.　Age　has　a　significant　impact　on　the　shear　bond　strength.　When　the　age　increases　from　7　d　to　28　d　and　90　d,　the　shear　bond　strength　of　HPCA　increases　by　29.　2%　and　38.　1%,　respectively,　and　the　corresponding　material’s　flexural　strength　increases　by　32.8%　and　35.2%,　respectively,　with　similar　increases　in　magnitude.　There　is　a　strong　correlation　between　shear　bond　strength　and　material　bending　strength.　The　shear　bond　strength　is　less　affected　by　the　bonding　area.　When　the　bonding　area　decreases　from　100　cm2　to　75　cm2　and　50　cm2,　the　shear　bond　strength　increases　by　3.　1%　and　8.　4%,　respectively.　©　2023,　Editorial　Department　of　Journal　of　Architecture　and　Civil　Engineering.　All　rights　reserved.