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A platform for research: civil engineering, architecture and urbanism
Independent foundation bearing platform reinforcing steel bar installation method
The invention discloses an independent foundation bearing platform reinforcing steel bar installation method. The technical problems that in the prior art, when independent foundation bearing platform reinforcing steel bars are installed, the construction space is narrow, operation is inconvenient, the construction period is long, and quality control is difficult are solved. Independent foundation bearing platform steel bars are installed outside the independent foundation pit and then are hoisted into the independent foundation pit. Before the independent foundation bearing platform reinforcing steel bars are installed, a site is arranged on a construction site for installing the independent foundation reinforcing steel bars, reinforcing steel bar lofting personnel pay out an independent foundation reinforcing steel bar material list according to a design drawing, and on-site operators build a steel pipe supporting frame operation platform according to the sectional dimension of the independent foundation; independent foundation bearing platform reinforcing steel bars are installed on a steel pipe supporting frame operation platform, and after installation is completed, the formed and installed independent foundation bearing platform reinforcing steel bars are hoisted into all independent foundation pits through a hoisting machine tool. The operation space for mounting the independent foundation bearing platform reinforcing steel bars is large, mounting is very convenient, mounting efficiency is high, and mounting quality is easy to control.
本发明公开了一种独立基础承台钢筋安装方法，解决现有技术安装独立基础承台钢筋时存在施工空间狭窄、操作不方便、施工工期较长、质量控制难的技术问题。本发明在独立基坑外安装好独立基础承台钢筋后再吊装至独立基坑内。本发明将独立基础承台钢筋安装前于施工现场设置一块场地用于独立基础钢筋的安装，钢筋放样人员根据设计图纸放出独立基础钢筋料单，现场操作人员根据独立基础的截面尺寸搭设钢管支撑架作业平台，通过在钢管支撑架作业平台上面进行独立基础承台钢筋安装，安装完毕后通过吊运机具将成型安装好的独立基础承台钢筋吊运至各个独立基础坑内。独立基础承台钢筋安装的操作空间大、安装十分方便、安装效率高，安装质量好控制。
Independent foundation bearing platform reinforcing steel bar installation method
The invention discloses an independent foundation bearing platform reinforcing steel bar installation method. The technical problems that in the prior art, when independent foundation bearing platform reinforcing steel bars are installed, the construction space is narrow, operation is inconvenient, the construction period is long, and quality control is difficult are solved. Independent foundation bearing platform steel bars are installed outside the independent foundation pit and then are hoisted into the independent foundation pit. Before the independent foundation bearing platform reinforcing steel bars are installed, a site is arranged on a construction site for installing the independent foundation reinforcing steel bars, reinforcing steel bar lofting personnel pay out an independent foundation reinforcing steel bar material list according to a design drawing, and on-site operators build a steel pipe supporting frame operation platform according to the sectional dimension of the independent foundation; independent foundation bearing platform reinforcing steel bars are installed on a steel pipe supporting frame operation platform, and after installation is completed, the formed and installed independent foundation bearing platform reinforcing steel bars are hoisted into all independent foundation pits through a hoisting machine tool. The operation space for mounting the independent foundation bearing platform reinforcing steel bars is large, mounting is very convenient, mounting efficiency is high, and mounting quality is easy to control.
本发明公开了一种独立基础承台钢筋安装方法，解决现有技术安装独立基础承台钢筋时存在施工空间狭窄、操作不方便、施工工期较长、质量控制难的技术问题。本发明在独立基坑外安装好独立基础承台钢筋后再吊装至独立基坑内。本发明将独立基础承台钢筋安装前于施工现场设置一块场地用于独立基础钢筋的安装，钢筋放样人员根据设计图纸放出独立基础钢筋料单，现场操作人员根据独立基础的截面尺寸搭设钢管支撑架作业平台，通过在钢管支撑架作业平台上面进行独立基础承台钢筋安装，安装完毕后通过吊运机具将成型安装好的独立基础承台钢筋吊运至各个独立基础坑内。独立基础承台钢筋安装的操作空间大、安装十分方便、安装效率高，安装质量好控制。
Independent foundation bearing platform reinforcing steel bar installation method
一种独立基础承台钢筋安装方法
CHEN WEI (author) / YANG DEHAI (author) / TRAN HAI QUANG (author)
2024-01-12
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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