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Underground diaphragm wall reinforcement cage mounting rack and construction method
The invention relates to an underground diaphragm wall reinforcement cage mounting rack and a construction method, and the underground diaphragm wall reinforcement cage mounting rack comprises a base part which is arranged on a foundation pit and locally communicates with the foundation pit; the annular sliding groove is formed in the base part, and the annular sliding groove and the base part share the same circle center; one end of the rack is rotationally arranged in the center of the base part, and the other end of the rack is movably connected with the annular sliding groove through a walking mechanism; the base part and the rack can be built close to a foundation pit, a worker is matched with a crane to transfer reinforcing steel bars to the rack, the worker fixes part of auxiliary reinforcing steel bars or vertical reinforcing steel bars on the lifting mechanism on a construction platform, and the worker fixes part of main reinforcing steel bars or transverse reinforcing steel bars on the fixing mechanism on the construction platform. And the binding work of the reinforcement cage is synchronously started until the completion, so that the large-range site requirement in the manufacturing process of the reinforcement cage is met, and the operation can be directly completed at one longitudinal height.
本发明涉及地下连续墙钢筋笼安装台架及施工方法,包括:基座部,所述基座部设置在基坑上并与其局部连通;环形滑槽,所述环形滑槽设置在所述基座部上,且所述环形滑槽与所述基座部共圆心;台架,所述台架一端转动设置在所述基座部中心,且所述台架另一端通过行走机构活动连接所述环形滑槽;提升机构,所述提升机构设置在所述台架顶端,本发明的可以临近基坑搭建基座部和台架,工人配合吊车倒运钢筋至台架,工人在施工平台将部分副筋或者竖筋固定在提升机构上,工人在施工平台将部分主筋或者横筋固定在固定机构上,并同步开始完成钢筋笼的绑扎工作直至完成,此操作克服了钢筋笼制作过程中的大范围场地需求,能在一个纵向高度直接完成。
Underground diaphragm wall reinforcement cage mounting rack and construction method
The invention relates to an underground diaphragm wall reinforcement cage mounting rack and a construction method, and the underground diaphragm wall reinforcement cage mounting rack comprises a base part which is arranged on a foundation pit and locally communicates with the foundation pit; the annular sliding groove is formed in the base part, and the annular sliding groove and the base part share the same circle center; one end of the rack is rotationally arranged in the center of the base part, and the other end of the rack is movably connected with the annular sliding groove through a walking mechanism; the base part and the rack can be built close to a foundation pit, a worker is matched with a crane to transfer reinforcing steel bars to the rack, the worker fixes part of auxiliary reinforcing steel bars or vertical reinforcing steel bars on the lifting mechanism on a construction platform, and the worker fixes part of main reinforcing steel bars or transverse reinforcing steel bars on the fixing mechanism on the construction platform. And the binding work of the reinforcement cage is synchronously started until the completion, so that the large-range site requirement in the manufacturing process of the reinforcement cage is met, and the operation can be directly completed at one longitudinal height.
本发明涉及地下连续墙钢筋笼安装台架及施工方法,包括:基座部,所述基座部设置在基坑上并与其局部连通;环形滑槽,所述环形滑槽设置在所述基座部上,且所述环形滑槽与所述基座部共圆心;台架,所述台架一端转动设置在所述基座部中心,且所述台架另一端通过行走机构活动连接所述环形滑槽;提升机构,所述提升机构设置在所述台架顶端,本发明的可以临近基坑搭建基座部和台架,工人配合吊车倒运钢筋至台架,工人在施工平台将部分副筋或者竖筋固定在提升机构上,工人在施工平台将部分主筋或者横筋固定在固定机构上,并同步开始完成钢筋笼的绑扎工作直至完成,此操作克服了钢筋笼制作过程中的大范围场地需求,能在一个纵向高度直接完成。
Underground diaphragm wall reinforcement cage mounting rack and construction method
地下连续墙钢筋笼安装台架及施工方法
ZHENG KAICHANG (author) / XU YANG (author) / MA JING (author) / SONG LU (author) / HE JIAOLONG (author) / YU CHANGSHENG (author) / WANG WENGE (author) / SUN STEVE (author)
2023-10-13
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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