Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Circular truncated cone type hollow variable cross-section reinforced concrete pouring method
The invention provides a circular truncated cone type hollow variable cross-section reinforced concrete pouring method. The circular truncated cone type hollow variable cross-section reinforced concrete pouring method comprises the steps that S1, a total station polar seat method is used for conducting survey lofting on a construction site; S2, a stiff skeleton is fixed to the design position, and a plurality of positioning discs are installed on the side wall of the stiff skeleton; S3, a reinforcement cage is bound from the middle to the inner side and the outer side along the positioning discs; and S4, a supporting mechanism is installed on the side wall of a formwork, then an adjusting mechanism is connected to the formwork, the adjusting mechanism is rotated, the adjusting mechanism drives the side wall of the formwork to be bent, the formwork is bent, radian adjustment is controlled by measuring the axis between the edge points of the formwork, and after the radian adjustment of the upper opening and the lower opening of the formwork is completed, splicing is conducted on site through cooperation of a crane and manual work; and S5, concrete is poured into the formwork. The circular truncated cone type hollow variable cross-section reinforced concrete pouring method has the advantages that the reinforcing steel bars can be conveniently fixed, and the formwork can be rapidly built.
本发明提供一种圆台型中空变截面钢筋混凝土浇筑方法。圆台型中空变截面钢筋混凝土浇筑方法包括：S1：使用全站仪极座法对施工地点进行测量放样；S2：在设计位置固定劲性骨架，且在所述劲性骨架的侧壁安装多个定位盘；S3：沿着所述定位盘从中间向内外两侧绑扎钢筋笼；S4：将支撑机构安装在模板的侧壁，在将调节机构与所述模板连接，转动所述调节机构，所述调节机构带动所述模板的侧壁弯曲，使所述模板弯曲，调节弧度通过测量所述模板边点之间轴线来控制，当所述模板上下口弧度调节完成后，现场通过吊机配合人工进行拼装；S5：向所述模板的内部浇筑混凝土。本发明提供的圆台型中空变截面钢筋混凝土浇筑方法具有方便固定钢筋、快速搭建模板的优点。
Circular truncated cone type hollow variable cross-section reinforced concrete pouring method
The invention provides a circular truncated cone type hollow variable cross-section reinforced concrete pouring method. The circular truncated cone type hollow variable cross-section reinforced concrete pouring method comprises the steps that S1, a total station polar seat method is used for conducting survey lofting on a construction site; S2, a stiff skeleton is fixed to the design position, and a plurality of positioning discs are installed on the side wall of the stiff skeleton; S3, a reinforcement cage is bound from the middle to the inner side and the outer side along the positioning discs; and S4, a supporting mechanism is installed on the side wall of a formwork, then an adjusting mechanism is connected to the formwork, the adjusting mechanism is rotated, the adjusting mechanism drives the side wall of the formwork to be bent, the formwork is bent, radian adjustment is controlled by measuring the axis between the edge points of the formwork, and after the radian adjustment of the upper opening and the lower opening of the formwork is completed, splicing is conducted on site through cooperation of a crane and manual work; and S5, concrete is poured into the formwork. The circular truncated cone type hollow variable cross-section reinforced concrete pouring method has the advantages that the reinforcing steel bars can be conveniently fixed, and the formwork can be rapidly built.
本发明提供一种圆台型中空变截面钢筋混凝土浇筑方法。圆台型中空变截面钢筋混凝土浇筑方法包括：S1：使用全站仪极座法对施工地点进行测量放样；S2：在设计位置固定劲性骨架，且在所述劲性骨架的侧壁安装多个定位盘；S3：沿着所述定位盘从中间向内外两侧绑扎钢筋笼；S4：将支撑机构安装在模板的侧壁，在将调节机构与所述模板连接，转动所述调节机构，所述调节机构带动所述模板的侧壁弯曲，使所述模板弯曲，调节弧度通过测量所述模板边点之间轴线来控制，当所述模板上下口弧度调节完成后，现场通过吊机配合人工进行拼装；S5：向所述模板的内部浇筑混凝土。本发明提供的圆台型中空变截面钢筋混凝土浇筑方法具有方便固定钢筋、快速搭建模板的优点。
Circular truncated cone type hollow variable cross-section reinforced concrete pouring method
一种圆台型中空变截面钢筋混凝土浇筑方法
XIAO SHANSHAN (Autor:in) / FU JIANHONG (Autor:in) / ZHANG TING (Autor:in) / BAO CHUNQIAN (Autor:in) / MENG SHUAI (Autor:in) / YAN ZHIQIANG (Autor:in) / SUN FANCHAO (Autor:in) / DU JIANKANG (Autor:in) / SUN HENG (Autor:in) / ZHU FEI (Autor:in)
24.09.2021
Patent
Elektronische Ressource
Chinesisch
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