The reasonable placement of profiled steel sheet is dis- cussed. A new type of hoopbar connector is proposed and its shear resistant capacity and construction are also suggested.

讨论了压型钢板的合理设置形式，提出一种新型的环筋连接件，并对这种连接件的承载能力计算及构造措施提出了建议。

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Reasonable design of shear connector need availably control of horizontal shearing force between steel webs.

合理地设计抗剪连接件需要有效地控制钢腹板和混凝土材料之间的水平剪切力。

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PBL connector and embedded connector) and traditional bolt connectors are contrasted, and shear connector of composite steel-concrete connector is especially analyzed by FEA method.

通过分析两种新型的连接件内形成的砼抗剪销对抵抗组合梁的纵向剪力的作用，寻求最适宜用于实际工程的连接件；

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