Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
适用于大直径桩基础的孔口削竹式复合衬砌支护结构
本发明涉及支护结构技术领域，提出了适用于大直径桩基础的孔口削竹式复合衬砌支护结构，包括环形梁，所述环形梁的内侧设置有初衬，所述初衬的内侧设置有防水层，所述防水层的内侧设置有二衬，所述初衬、所述二衬和所述防水层的下方设置有导墙，大直径桩基本体位于所述导墙的下方，所述初衬的侧面贯穿设置有锚杆，所述锚杆的上方滑动安装有第一连接块，所述锚杆的下方滑动安装有第二连接块，所述锚杆内滑动安装有第一连接杆，所述第一连接杆上固定连接有第一压块。通过上述技术方案，解决了现有的支护结构不能够竖直施工，不能够利用锚杆对衬砌支护结构垂直方向上固定的同时，对锚杆自身长度方向上进行固定的问题。
The invention relates to the technical field of supporting structures, and provides an orifice bamboo cutting type composite lining supporting structure suitable for a large-diameter pile foundation, which comprises an annular beam, a primary lining is arranged on the inner side of the annular beam, a waterproof layer is arranged on the inner side of the primary lining, and a secondary lining is arranged on the inner side of the waterproof layer. A guide wall is arranged below the primary lining, the secondary lining and the waterproof layer, a large-diameter pile foundation body is located below the guide wall, an anchor rod is arranged on the side face of the primary lining in a penetrating mode, a first connecting block is installed above the anchor rod in a sliding mode, and a second connecting block is installed below the anchor rod in a sliding mode. A first connecting rod is installed in the anchor rod in a sliding mode, and a first pressing block is fixedly connected to the first connecting rod. By means of the technical scheme, the problems that an existing supporting structure cannot be vertically constructed, and the anchor rod cannot be fixed in the length direction while the lining supporting structure is fixed in the vertical direction through the anchor rod are solved.
适用于大直径桩基础的孔口削竹式复合衬砌支护结构
本发明涉及支护结构技术领域，提出了适用于大直径桩基础的孔口削竹式复合衬砌支护结构，包括环形梁，所述环形梁的内侧设置有初衬，所述初衬的内侧设置有防水层，所述防水层的内侧设置有二衬，所述初衬、所述二衬和所述防水层的下方设置有导墙，大直径桩基本体位于所述导墙的下方，所述初衬的侧面贯穿设置有锚杆，所述锚杆的上方滑动安装有第一连接块，所述锚杆的下方滑动安装有第二连接块，所述锚杆内滑动安装有第一连接杆，所述第一连接杆上固定连接有第一压块。通过上述技术方案，解决了现有的支护结构不能够竖直施工，不能够利用锚杆对衬砌支护结构垂直方向上固定的同时，对锚杆自身长度方向上进行固定的问题。
The invention relates to the technical field of supporting structures, and provides an orifice bamboo cutting type composite lining supporting structure suitable for a large-diameter pile foundation, which comprises an annular beam, a primary lining is arranged on the inner side of the annular beam, a waterproof layer is arranged on the inner side of the primary lining, and a secondary lining is arranged on the inner side of the waterproof layer. A guide wall is arranged below the primary lining, the secondary lining and the waterproof layer, a large-diameter pile foundation body is located below the guide wall, an anchor rod is arranged on the side face of the primary lining in a penetrating mode, a first connecting block is installed above the anchor rod in a sliding mode, and a second connecting block is installed below the anchor rod in a sliding mode. A first connecting rod is installed in the anchor rod in a sliding mode, and a first pressing block is fixedly connected to the first connecting rod. By means of the technical scheme, the problems that an existing supporting structure cannot be vertically constructed, and the anchor rod cannot be fixed in the length direction while the lining supporting structure is fixed in the vertical direction through the anchor rod are solved.
适用于大直径桩基础的孔口削竹式复合衬砌支护结构
25.03.2025
Patent
Elektronische Ressource
Chinesisch