Recycle　Aggregate　Concrete　(RAC)　is　a　common　＂green＂　product　used　for　a　variety　of　purposes,　although　the　durability　and　strength　of　the　material　still　need　more　research　to　adequately　determine　influences　on　these　parameters.　The　failure　pattern,　punching　bearing　capacity,　and　deflection　variation　of　wallboard　of　both　ordinary　concrete　and　RAC　with　various　rebar　reinforcement　diameters　and　spacing　were　analyzed.　Based　on　experimental　data,　the　ABAQUS　finite　element　analysis　of　the　thin　wallboard　was　performed,　and　the　calculated　results　are　in　good　agreement　with　the　experimental　results.　The　results　show　that　the　failure　characteristics　of　ordinary　concrete　wallboards　and　RAC　wallboards　are　similar,　but　the　brittleness　of　the　RAC　specimens　is　more　significant.　Under　the　same　reinforcement　ratio,　concrete　material,　whether　new　or　recycled,　had　little　effect　on　the　punching　bearing　capacity　of　the　specimens.　In　the　case　of　a　low　reinforcement　ratio,　increasing　the　reinforcement　ratio　(decreasing　the　spacing　of　steel　bars)　can　effectively　improve　the　bearing　capacity　of　the　wallboard.　Under　the　same　reinforcement　ratio,　the　wallboard　with　larger　diameter　and　larger　spacing　has　a　higher　bearing　capacity　and　less　deformation　after　failure.