Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Scaffold erecting structure and erecting method for ultrahigh steep slope supporting engineering
The invention relates to the technical field of ultrahigh steep slope supporting engineering, and particularly discloses an ultrahigh steep slope supporting engineering scaffold erecting structure and method.The ultrahigh steep slope supporting engineering scaffold erecting structure comprises a scaffold, wall connecting pieces and anchor rods, the scaffold comprises main nodes, the wall connecting pieces serve as first-stage wall connecting pieces, and the anchor rods serve as second-stage wall connecting pieces; two-step and two-span arrangement is adopted, and the distance between the arranged position and the main node is smaller than 300 mm; the anchor rod serves as a second-level wall connecting piece, the second-level wall connecting piece and the first-level wall connecting piece are arranged in a staggered mode in the horizontal direction and the vertical direction, and a quincunx arrangement structure is formed. The wall connecting pieces of the scaffold are densely arranged, meanwhile, anchor rods are adopted as the wall connecting pieces, quincunx-shaped interval arrangement is achieved, the scaffold can bear axial force of the wall connecting pieces generated by deformation caused by plane external wind loads and the like, and the overall anti-overturning capacity and the bearing capacity of the scaffold are greatly improved.
本发明涉及超高陡边坡支护工程技术领域，具体公开了一种超高陡边坡支护工程脚手架搭设结构与搭设方法，包括脚手架、连墙件和锚杆，所述脚手架包括主节点，所述连墙件作为一级连墙件，采用两步两跨设置、且设置的位置与所述主节点的距离小于300mm；所述锚杆作为二级连墙件，所述二级连墙件的设置位置与所述一级连墙件在水平和竖直方向上都错开设置、且形成梅花形布置结构。本发明通过对脚手架连墙件进行加密布置，同时采用锚杆作为连墙件，实现梅花形间距设置，使得脚手架能承受平面外风荷载等所引起变形所产生的连墙件轴向力，极大增强脚手架整体抗倾覆能力与承载能力。
Scaffold erecting structure and erecting method for ultrahigh steep slope supporting engineering
The invention relates to the technical field of ultrahigh steep slope supporting engineering, and particularly discloses an ultrahigh steep slope supporting engineering scaffold erecting structure and method.The ultrahigh steep slope supporting engineering scaffold erecting structure comprises a scaffold, wall connecting pieces and anchor rods, the scaffold comprises main nodes, the wall connecting pieces serve as first-stage wall connecting pieces, and the anchor rods serve as second-stage wall connecting pieces; two-step and two-span arrangement is adopted, and the distance between the arranged position and the main node is smaller than 300 mm; the anchor rod serves as a second-level wall connecting piece, the second-level wall connecting piece and the first-level wall connecting piece are arranged in a staggered mode in the horizontal direction and the vertical direction, and a quincunx arrangement structure is formed. The wall connecting pieces of the scaffold are densely arranged, meanwhile, anchor rods are adopted as the wall connecting pieces, quincunx-shaped interval arrangement is achieved, the scaffold can bear axial force of the wall connecting pieces generated by deformation caused by plane external wind loads and the like, and the overall anti-overturning capacity and the bearing capacity of the scaffold are greatly improved.
本发明涉及超高陡边坡支护工程技术领域，具体公开了一种超高陡边坡支护工程脚手架搭设结构与搭设方法，包括脚手架、连墙件和锚杆，所述脚手架包括主节点，所述连墙件作为一级连墙件，采用两步两跨设置、且设置的位置与所述主节点的距离小于300mm；所述锚杆作为二级连墙件，所述二级连墙件的设置位置与所述一级连墙件在水平和竖直方向上都错开设置、且形成梅花形布置结构。本发明通过对脚手架连墙件进行加密布置，同时采用锚杆作为连墙件，实现梅花形间距设置，使得脚手架能承受平面外风荷载等所引起变形所产生的连墙件轴向力，极大增强脚手架整体抗倾覆能力与承载能力。
Scaffold erecting structure and erecting method for ultrahigh steep slope supporting engineering
一种超高陡边坡支护工程脚手架搭设结构与搭设方法
CHEN DADI (Autor:in) / YU YI (Autor:in) / OU LEI (Autor:in) / PAN ZHU (Autor:in) / WU CHUNWEI (Autor:in) / YE QUAN (Autor:in) / ZHANG JIAN (Autor:in) / LI JIQING (Autor:in) / LUO JUNHUI (Autor:in) / YANG JUNG HWAN (Autor:in)
08.09.2023
Patent
Elektronische Ressource
Chinesisch
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