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    • 71. 发明申请
    • Reinforcing wall in a deep excavation site
    • 在深挖掘场地加强墙体
    • US20060177279A1
    • 2006-08-10
    • US11053882
    • 2005-02-10
    • William Starke
    • William Starke
    • E02D17/00
    • E02D17/08E02D5/80
    • A reinforcing wall, for shoring of excavations, in a deep exaction site is made using a reinforcing pile comprising a length of hollow structural steel, and one or more hollow structural steel channels extending across said pipe for receiving tieback anchors so as to permit said pipes to be anchored into ground behind said pipes when installed in an upstanding position in vertical holes in the ground by installing said tieback anchors through said channels. The shoring wall is made by drilling a row of holes along an edge of said deep excavation site, inserting upstanding piles with prefabricated tieback channels, in at least some of said holes, pouring cementitious material into and around said holes around said piles to form upstanding soldier piles, excavating material from said excavation site to expose said upstanding soldier piles on one side thereof, installing (driving drilling etc.) tieback anchors through said channels into ground behind said upstanding soldier piles.
    • 在深部施放部位,使用包括一定长度的中空结构钢的加强桩以及横跨所述管延伸的一个或多个中空结构钢通道来制造用于支撑挖掘的加固墙,用于接收连接锚,以便允许所述管 当通过所述通道安装所述连接锚固件安装在地面上的垂直孔中的直立位置时,锚固在所述管道后面的地面中。 支撑墙是通过沿着所述深挖掘位置的边缘钻一排孔,在至少一些所述孔中插入具有预制的回流通道的直立桩,将水泥材料倒入所述桩周围的所述孔周围以形成直立的 从所述挖掘场地挖掘出的材料,以便在其一侧露出所述直立的士兵桩,通过所述通道安装(驾驶钻井等)连接锚杆,将其固定在所述直立的士兵桩的后面。