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A platform for research: civil engineering, architecture and urbanism
Hoisting equipment of reinforcement cage for large-diameter slide-resistant pile and mounting method of hoisting equipment
The invention relates to the technical field of slope protection construction, in particular to hoisting equipment of a reinforcement cage for a large-diameter anti-slide pile and a mounting method of the hoisting equipment. Comprising a plurality of hoisting parts, a plurality of first bearing beams and a plurality of second bearing beams, the plurality of hoisting parts are distributed in a surrounding manner; the plurality of first bearing beams are distributed among the plurality of hoisting parts in a surrounding manner, and two ends of each first bearing beam are respectively connected to two adjacent hoisting parts; the plurality of second bearing beams are distributed among the plurality of hoisting parts in a staggered manner, and two ends of the second bearing beams are respectively connected to two opposite hoisting parts; the axes of the plurality of first bearing beams, the axes of the plurality of second bearing beams and the gravity centers of the plurality of hoisting parts are positioned in the same plane to form a hoisting plane; a staggered point of the plurality of second bearing beams is eccentric to the center of the hoisting plane; the weights of the two sides of the center of the hoisting plane are different. The method has the effect of improving the convenience of aligning the center of the reinforcement cage for the slide-resistant pile with the center of the pile hole.
本申请涉及坡体防护施工技术的领域，尤其是涉及一种大直径抗滑桩用钢筋笼的吊装设备及其安装方法。包括若干吊装部、若干第一承载梁和若干第二承载梁；所述若干吊装部呈环绕分布设置；所述若干第一承载梁，环绕分布于若干吊装部之间，且两端分别连接于相邻的两个吊装部上；所述若干第二承载梁，交错分布于若干吊装部之间，且两端分别连接于相对的两个吊装部上；所述若干第一承载梁的轴线、若干所述第二承载梁的轴线以及若干吊装部的重心位于同一平面内形成吊装平面；若干所述第二承载梁的交错点偏心于所述吊装平面的中心；所述吊装平面中心两侧的重量非相同设置。本申请具有提升抗滑桩用钢筋笼中心和桩孔中心对齐的便捷性的效果。
Hoisting equipment of reinforcement cage for large-diameter slide-resistant pile and mounting method of hoisting equipment
The invention relates to the technical field of slope protection construction, in particular to hoisting equipment of a reinforcement cage for a large-diameter anti-slide pile and a mounting method of the hoisting equipment. Comprising a plurality of hoisting parts, a plurality of first bearing beams and a plurality of second bearing beams, the plurality of hoisting parts are distributed in a surrounding manner; the plurality of first bearing beams are distributed among the plurality of hoisting parts in a surrounding manner, and two ends of each first bearing beam are respectively connected to two adjacent hoisting parts; the plurality of second bearing beams are distributed among the plurality of hoisting parts in a staggered manner, and two ends of the second bearing beams are respectively connected to two opposite hoisting parts; the axes of the plurality of first bearing beams, the axes of the plurality of second bearing beams and the gravity centers of the plurality of hoisting parts are positioned in the same plane to form a hoisting plane; a staggered point of the plurality of second bearing beams is eccentric to the center of the hoisting plane; the weights of the two sides of the center of the hoisting plane are different. The method has the effect of improving the convenience of aligning the center of the reinforcement cage for the slide-resistant pile with the center of the pile hole.
本申请涉及坡体防护施工技术的领域，尤其是涉及一种大直径抗滑桩用钢筋笼的吊装设备及其安装方法。包括若干吊装部、若干第一承载梁和若干第二承载梁；所述若干吊装部呈环绕分布设置；所述若干第一承载梁，环绕分布于若干吊装部之间，且两端分别连接于相邻的两个吊装部上；所述若干第二承载梁，交错分布于若干吊装部之间，且两端分别连接于相对的两个吊装部上；所述若干第一承载梁的轴线、若干所述第二承载梁的轴线以及若干吊装部的重心位于同一平面内形成吊装平面；若干所述第二承载梁的交错点偏心于所述吊装平面的中心；所述吊装平面中心两侧的重量非相同设置。本申请具有提升抗滑桩用钢筋笼中心和桩孔中心对齐的便捷性的效果。
Hoisting equipment of reinforcement cage for large-diameter slide-resistant pile and mounting method of hoisting equipment
大直径抗滑桩用钢筋笼的吊装设备及其安装方法
ZHANG YUGUANG (author) / ZONGHENG (author) / LEI LI (author) / GAO RUIXIAN (author) / KE ZHIXUE (author) / WU HONGWEI (author) / LIANG SHENGYUE (author) / XU CHENGJIE (author) / LI GUANGBIN (author) / XIANG GUANHUA (author)
2023-05-12
Patent
Electronic Resource
Chinese
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