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Pier formwork perpendicularity control method
The invention relates to the field of template perpendicularity control, and discloses a pier template perpendicularity control method which comprises the following steps: step 1, preparing a plurality of templates which can be erected into a first-layer template and a second-layer template; a first-layer formwork is erected, a leveling mechanism is arranged at the bottom of the first-layer formwork, and the bottom of the first-layer formwork is leveled through the leveling mechanism; step 2, adopting a three-dimensional laser scanner to carry out point cloud data acquisition on the first-layer template, forming a point cloud model by the point cloud data, preparing a three-dimensional model, comparing the point cloud model with the three-dimensional model, and checking an adjustment result of the first-layer template; thirdly, a second layer of formwork is erected, an inclination sensor is installed on each formwork, the inclination sensors are connected with the panels, and overall control is conducted on the inclination degrees of the formworks through the panels; and fourthly, concrete is poured, the first-layer formwork is dismantled, the leveling mechanism at the bottom of the first-layer formwork is dismantled, and the first-layer formwork is alternately arranged above the second-layer formwork and connected with the second-layer formwork. Therefore, the perpendicularity of the pier is ensured.
本发明涉及模板垂直度控制领域,公开了一种桥墩模板垂直度控制方法,包括以下步骤:步骤一、准备若干模板,若干模板能够搭设成首层模板和第二层模板;搭设首层模板,首层模板底部设有调平机构,通过调平机构调平首层模板底部;步骤二、采用三维激光扫描仪对首层模板进行点云数据采集,点云数据形成点云模型,准备三维模型,将点云模型与三维模型进行对比,检验首层模板调整结果;步骤三、搭设第二层模板,在每块模板上安装倾斜传感器,倾斜传感器和面板连接,通过面板对模板的倾斜度进行总体控制;步骤四、浇筑混凝土,拆除首层模板,拆除首层模板底部的调平机构,将首层模板轮换到第二层模板上方并和第二层模板连接。以证桥墩的垂直度。
Pier formwork perpendicularity control method
The invention relates to the field of template perpendicularity control, and discloses a pier template perpendicularity control method which comprises the following steps: step 1, preparing a plurality of templates which can be erected into a first-layer template and a second-layer template; a first-layer formwork is erected, a leveling mechanism is arranged at the bottom of the first-layer formwork, and the bottom of the first-layer formwork is leveled through the leveling mechanism; step 2, adopting a three-dimensional laser scanner to carry out point cloud data acquisition on the first-layer template, forming a point cloud model by the point cloud data, preparing a three-dimensional model, comparing the point cloud model with the three-dimensional model, and checking an adjustment result of the first-layer template; thirdly, a second layer of formwork is erected, an inclination sensor is installed on each formwork, the inclination sensors are connected with the panels, and overall control is conducted on the inclination degrees of the formworks through the panels; and fourthly, concrete is poured, the first-layer formwork is dismantled, the leveling mechanism at the bottom of the first-layer formwork is dismantled, and the first-layer formwork is alternately arranged above the second-layer formwork and connected with the second-layer formwork. Therefore, the perpendicularity of the pier is ensured.
本发明涉及模板垂直度控制领域,公开了一种桥墩模板垂直度控制方法,包括以下步骤:步骤一、准备若干模板,若干模板能够搭设成首层模板和第二层模板;搭设首层模板,首层模板底部设有调平机构,通过调平机构调平首层模板底部;步骤二、采用三维激光扫描仪对首层模板进行点云数据采集,点云数据形成点云模型,准备三维模型,将点云模型与三维模型进行对比,检验首层模板调整结果;步骤三、搭设第二层模板,在每块模板上安装倾斜传感器,倾斜传感器和面板连接,通过面板对模板的倾斜度进行总体控制;步骤四、浇筑混凝土,拆除首层模板,拆除首层模板底部的调平机构,将首层模板轮换到第二层模板上方并和第二层模板连接。以证桥墩的垂直度。
Pier formwork perpendicularity control method
一种桥墩模板垂直度控制方法
CAI DONGBO (Autor:in) / CHAI SHAOQIANG (Autor:in) / WEI MINGZHUAN (Autor:in) / ZHOU YIN (Autor:in) / SHEN NAN (Autor:in) / FAN XIANBIN (Autor:in) / TANG WEI (Autor:in) / PENG HUI (Autor:in)
12.01.2024
Patent
Elektronische Ressource
Chinesisch
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