Based　on　the　optimum　design　of　mix　proportion　for　self-compacting　concrete,　experimental　study　of　self-compacting　concrete　was　conducted.　The　anchorage　bond　properties　between　self-compacting　concrete　and　steels　and　the　flexure　and　shear　properties　of　flexural　members　were　investigated.　Pull-out　tests　on　bond　strength　of　62　members　and　flexure　and　shear　tests　on　bearing　property　of　12　beams　were　performed.　The　results　offer　useful　references　for　the　design　of　self-compacting　concrete　construction.　The　engineering　applications　of　self-compacting　concrete　in　three　tall　buildings　and　a　workshop　reinforcement　project　are　introduced.