A　new　beam-type　specimen　is　studied　and　fabricated,　in　order　to　investigate　the　bond-slip　behavior　between　rebars　and　recycled　concrete.　The　beam-type　specimen　includes　left　part　and　right　part　with　different　anchorage　length　of　rebars.　By　using　this　device,　the　bond　slip　performance　tests　of　10　beam　specimens　and　20　beam　segments　are　completed.　The　effect　factors　of　the　bond　slip　behavior　of　reinforced　concrete　and　recycled　concrete　are　analyzed.　The　bond　slip　curves　are　fitted,　and　the　bond-slip　constitutive　model　is　constructed.　Research　shows　that:The　recycled　aggregate　replacement　ratio,　concrete　strength,　type　of　rebar,　anchorage　length　of　rebar　and　the　diameter　of　rebarare　are　the　key　factors　affecting　the　bond-slip　behavior.　Compared　with　the　concrete　in　which　fine　aggregate　is　the　natural　sand　and　the　replacement　ratio　of　recycled　coarse　aggregate　is　33%　-　66%　,　the　bond　strength　of　the　rebar　and　100%　recycled　concrete　is　obviously　decreased.　Compared　with　the　plain　steel,the　bond　strength　between　deformed　rebar　and　concrete　is　significantly　increased.　The　bond　strength　decreases　with　the　in-crease　of　the　anchorage　length.　When　the　relative　anchorage　length　is　same,　the　bond　strength　increases　with　the　decrease　of　the　rebar　diameter.　©　2017　Science　Press.　All　rights　reserved.