Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Integral binding construction method for main tower steel bars
The invention belongs to the technical field of main tower steel bar binding, and particularly relates to a main tower steel bar integral binding construction method which comprises the following steps: step 1, mounting a steel bar reference section positioning base; and secondly, a stiff framework assembly is installed and placed above the positioning base. And thirdly, a construction operation platform is arranged on the periphery of the stiff framework through a crane, an operation top plate is hoisted on the top, and the operation top plate is horizontally hoisted and placed in the hoisting process through an arranged horizontal adjusting mechanism. According to the overall binding construction method for the main tower steel bars, the horizontal adjusting mechanism and the multi-angle adjusting mechanism are used in the overall binding operation of the main tower steel bars, the placing angles of the multiple steel bars are automatically adjusted, the construction efficiency can be improved, the manual intervention time can be greatly shortened by automatically adjusting the placing angles of the steel bars, and the binding operation efficiency is improved; and the construction period is shortened.
本发明属于主塔钢筋绑扎技术领域，尤其是一种主塔钢筋整体绑扎施工方法，包括以下步骤，步骤一、钢筋基准节定位底座安装。步骤二、在定位底座的上方安装放置劲性骨架拼装。步骤三、利用吊机在劲性骨架外围设置施工操作平台，以及顶部吊装操作顶板，通过设置的水平调节机构进行在吊装中实现操作顶板水平起吊放置。该主塔钢筋整体绑扎施工方法，通过在主塔钢筋整体绑扎操作中使用水平调节机构和多角度调节机构，实现多个钢筋自动调整摆放角度，可以提高施工效率：自动调整钢筋摆放角度可以大大减少人工干预的时间，提高了绑扎作业的效率，缩短了施工周期。
Integral binding construction method for main tower steel bars
The invention belongs to the technical field of main tower steel bar binding, and particularly relates to a main tower steel bar integral binding construction method which comprises the following steps: step 1, mounting a steel bar reference section positioning base; and secondly, a stiff framework assembly is installed and placed above the positioning base. And thirdly, a construction operation platform is arranged on the periphery of the stiff framework through a crane, an operation top plate is hoisted on the top, and the operation top plate is horizontally hoisted and placed in the hoisting process through an arranged horizontal adjusting mechanism. According to the overall binding construction method for the main tower steel bars, the horizontal adjusting mechanism and the multi-angle adjusting mechanism are used in the overall binding operation of the main tower steel bars, the placing angles of the multiple steel bars are automatically adjusted, the construction efficiency can be improved, the manual intervention time can be greatly shortened by automatically adjusting the placing angles of the steel bars, and the binding operation efficiency is improved; and the construction period is shortened.
本发明属于主塔钢筋绑扎技术领域，尤其是一种主塔钢筋整体绑扎施工方法，包括以下步骤，步骤一、钢筋基准节定位底座安装。步骤二、在定位底座的上方安装放置劲性骨架拼装。步骤三、利用吊机在劲性骨架外围设置施工操作平台，以及顶部吊装操作顶板，通过设置的水平调节机构进行在吊装中实现操作顶板水平起吊放置。该主塔钢筋整体绑扎施工方法，通过在主塔钢筋整体绑扎操作中使用水平调节机构和多角度调节机构，实现多个钢筋自动调整摆放角度，可以提高施工效率：自动调整钢筋摆放角度可以大大减少人工干预的时间，提高了绑扎作业的效率，缩短了施工周期。
Integral binding construction method for main tower steel bars
一种主塔钢筋整体绑扎施工方法
LI JIE (Autor:in) / JIANG JIANGHUA (Autor:in) / JIAO GUOCHEN (Autor:in) / TANG ZHONGGUO (Autor:in) / YU XIANGJUN (Autor:in) / ZHAO ZHENG (Autor:in) / ZHANG JINBEI (Autor:in) / LIU TAO (Autor:in) / SHI RUIBIN (Autor:in) / FANG LIN (Autor:in)
17.05.2024
Patent
Elektronische Ressource
Chinesisch
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