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    槽道、锚杆、T型螺栓组合一体预制在混凝土试块中的性能要求

    1槽道及T型螺栓应进行静承载试验和疲劳试验,试验结果应符合设计要求。

    2按加载方式3,在3. 0F.荷载的作用下,槽道经破坏试验后,槽道不产生明显的塑性变形或失效破坏。

    3按加载方式3,在3. 25F荷载的作用下,T螺栓经从槽道中拉出试验后,T型螺栓不应从槽道中被拉出。

    4槽道及T型螺栓垂直承载力(垂直90°)不应小于设计比较大上作荷取的3倍,并满足图8要求二槽道在下作荷载作用下,在比较大允许荷载作用的情况下在螺栓固定点,槽道的变形性能力作用方向上的槽道位移对E型、L型、Z小于等于0. 5 rnm ,R2L2型小于或等于0.8rmm

    5槽道及T型螺栓煎切承载力〔水平}a}不应小J:设计比较大工作荷重的3倍,井满足图8要求。槽道在二作荷载作用:,在比较大允许荷载作用的情况下在续栓固定点,槽道的变形性能力作用方向上的槽道位移对于E型、L型、Z小于等于0. 5 rnm ,R2L2型小于或等于0.8rnm在槽道受剪向荷载的情况,还要额外考虑螺校与连接构件之的间隙。

     

    6槽道及T型螺栓应通过疲劳试验,经疲劳试验后的槽道与T型螺栓、槽道与锚杆之间连接的破坏荷重值与规定的比较小相比降不大5%

     

     

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