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Precise steel bar frame vertical binding formwork structure and construction method
The invention relates to a precise steel bar frame vertical binding formwork structure and a construction method, a left piece frame and a right piece frame are connected together through an upper horizontal connecting rod and a lower horizontal connecting rod to form a formwork, and the splicing angle and position error of the horizontal plane of the formwork are accurately calibrated through a horizontal diagonal bridging. The vertical diagonal bridging is used for accurately calibrating the vertical splicing angle and position error of the formwork, the adjusting screw rod is used for accurately adjusting the height position of the formwork, the plane level corrector is used for carrying out horizontal plane calibration on the formwork, and the laser right-angle instrument angle calibration system is used for carrying out horizontal plane right-angle calibration on the formwork. When the steel bar frame is vertically bound, the vertical embedded steel bars are placed in the U-shaped clamping grooves of the steel bar clamping groove plates in the formwork for accurate position positioning and elevation limiting, the vertical embedded steel bars are connected with the horizontally-distributed steel bars to form steel bar meshes, and then the left mesh and the right mesh are connected through the single-limb stirrups to form the complete three-dimensional steel bar frame. The position and the height can be accurately controlled when the vertical embedded steel bars are erected and bound, and the installation quality is improved.
本发明涉及精密钢筋架立绑扎模架结构及施工方法,左片架、右片架通过上水平联接杆、下水平联接杆连接在一起形成模架,由水平剪刀撑精确校准模架水平平面的拼装角度及位置误差,由竖向剪刀撑精确校准模架的竖向拼装角度及位置误差,由调节螺杆精确调整模架的高度位置,由平面水准校正器进行模架的水平平面校准,由激光直角仪角度校检系统进行模架的水平面直角校准。钢筋架立绑扎时将竖向预埋钢筋放在模架中的钢筋卡槽板的U型卡槽中进行精确位置定位和高程的限定,通过与水平分布钢筋联结形成钢筋网片,再用单肢箍筋对左、右两个网片联结形成完整的立体钢筋架,保证架立绑扎竖向预埋钢筋时、能精确控制位置及高度,提高安装质量。
Precise steel bar frame vertical binding formwork structure and construction method
The invention relates to a precise steel bar frame vertical binding formwork structure and a construction method, a left piece frame and a right piece frame are connected together through an upper horizontal connecting rod and a lower horizontal connecting rod to form a formwork, and the splicing angle and position error of the horizontal plane of the formwork are accurately calibrated through a horizontal diagonal bridging. The vertical diagonal bridging is used for accurately calibrating the vertical splicing angle and position error of the formwork, the adjusting screw rod is used for accurately adjusting the height position of the formwork, the plane level corrector is used for carrying out horizontal plane calibration on the formwork, and the laser right-angle instrument angle calibration system is used for carrying out horizontal plane right-angle calibration on the formwork. When the steel bar frame is vertically bound, the vertical embedded steel bars are placed in the U-shaped clamping grooves of the steel bar clamping groove plates in the formwork for accurate position positioning and elevation limiting, the vertical embedded steel bars are connected with the horizontally-distributed steel bars to form steel bar meshes, and then the left mesh and the right mesh are connected through the single-limb stirrups to form the complete three-dimensional steel bar frame. The position and the height can be accurately controlled when the vertical embedded steel bars are erected and bound, and the installation quality is improved.
本发明涉及精密钢筋架立绑扎模架结构及施工方法,左片架、右片架通过上水平联接杆、下水平联接杆连接在一起形成模架,由水平剪刀撑精确校准模架水平平面的拼装角度及位置误差,由竖向剪刀撑精确校准模架的竖向拼装角度及位置误差,由调节螺杆精确调整模架的高度位置,由平面水准校正器进行模架的水平平面校准,由激光直角仪角度校检系统进行模架的水平面直角校准。钢筋架立绑扎时将竖向预埋钢筋放在模架中的钢筋卡槽板的U型卡槽中进行精确位置定位和高程的限定,通过与水平分布钢筋联结形成钢筋网片,再用单肢箍筋对左、右两个网片联结形成完整的立体钢筋架,保证架立绑扎竖向预埋钢筋时、能精确控制位置及高度,提高安装质量。
Precise steel bar frame vertical binding formwork structure and construction method
精密钢筋架立绑扎模架结构及施工方法
ZHOU YANPING (Autor:in) / LI LUMING (Autor:in) / LU FENGMIN (Autor:in) / ZHU LIUJIE (Autor:in) / ZHANG JIANAN (Autor:in) / XING YUNFENG (Autor:in) / XU WEIWEI (Autor:in) / LI SHENTING (Autor:in) / LUO FUSHENG (Autor:in) / LEI YINGGUO (Autor:in)
09.08.2024
Patent
Elektronische Ressource
Chinesisch
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