Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Double-side unequal-thickness concrete constraint steel plate shear wall and construction method thereof
The invention discloses a bilateral unequal-thickness concrete constraint steel plate shear wall and a construction method thereof. Comprising a steel plate, formworks located on the two sides of the steel plate, a steel plate buckling correcting device used for correcting the bending position of the steel plate, a formwork reinforcing mechanism used for fixing the formworks, and a three-way guide pipe flow dividing pouring device used for adjusting the concrete flow speed on the two sides of the steel plate. The formwork reinforcing mechanism comprises a vertical square steel pipe, a double-channel steel joist located on the outer side of the vertical square steel pipe, and a lead screw assembly penetrating through a gap in the middle of the double-channel steel joist and holes in the formwork and the steel plate. The three-way guide pipe diversion pouring device comprises a three-way guide pipe fixed to an upper opening in the top of the steel plate shear wall, a soft guide pipe connected with two branch pipes of the three-way guide pipe, and adjusting valves installed on the two branch pipes. The device can meet the requirements for flatness and perpendicularity of steel plate installation, meanwhile, the device is simple in structure, easy to operate and capable of being repeatedly turned over, and the problem of steel plate deformation caused by inconsistent side pressure on the left side and the right side of a steel plate is effectively solved.
本发明公开了一种双侧不等厚混凝土约束钢板剪力墙及其建造方法，包括钢板、位于钢板两侧的模板、用于对钢板的弯曲位置进行校正的钢板屈曲校正装置、对模板进行固定的模板加固机构、用于调节钢板两侧的混凝土流速的三通导管分流浇筑装置；模板加固机构包括竖向方钢管、位于竖向方钢管外侧的双槽钢托梁、穿过双槽钢托梁中间的缝隙和模板和钢板上开孔的丝杆组件；三通导管分流浇筑装置包括固定在钢板剪力墙顶部上口的三通导管、与三通导管的两个支管连接的软导管、安装在两个支管上的调节阀门。本发明能够保证钢板安装的平整度、垂直度要求，同时该装置的构造简易、操作简单、可重复周转，有效避免钢板左右两侧的侧压力不一致带来的钢板变形问题。
Double-side unequal-thickness concrete constraint steel plate shear wall and construction method thereof
The invention discloses a bilateral unequal-thickness concrete constraint steel plate shear wall and a construction method thereof. Comprising a steel plate, formworks located on the two sides of the steel plate, a steel plate buckling correcting device used for correcting the bending position of the steel plate, a formwork reinforcing mechanism used for fixing the formworks, and a three-way guide pipe flow dividing pouring device used for adjusting the concrete flow speed on the two sides of the steel plate. The formwork reinforcing mechanism comprises a vertical square steel pipe, a double-channel steel joist located on the outer side of the vertical square steel pipe, and a lead screw assembly penetrating through a gap in the middle of the double-channel steel joist and holes in the formwork and the steel plate. The three-way guide pipe diversion pouring device comprises a three-way guide pipe fixed to an upper opening in the top of the steel plate shear wall, a soft guide pipe connected with two branch pipes of the three-way guide pipe, and adjusting valves installed on the two branch pipes. The device can meet the requirements for flatness and perpendicularity of steel plate installation, meanwhile, the device is simple in structure, easy to operate and capable of being repeatedly turned over, and the problem of steel plate deformation caused by inconsistent side pressure on the left side and the right side of a steel plate is effectively solved.
本发明公开了一种双侧不等厚混凝土约束钢板剪力墙及其建造方法，包括钢板、位于钢板两侧的模板、用于对钢板的弯曲位置进行校正的钢板屈曲校正装置、对模板进行固定的模板加固机构、用于调节钢板两侧的混凝土流速的三通导管分流浇筑装置；模板加固机构包括竖向方钢管、位于竖向方钢管外侧的双槽钢托梁、穿过双槽钢托梁中间的缝隙和模板和钢板上开孔的丝杆组件；三通导管分流浇筑装置包括固定在钢板剪力墙顶部上口的三通导管、与三通导管的两个支管连接的软导管、安装在两个支管上的调节阀门。本发明能够保证钢板安装的平整度、垂直度要求，同时该装置的构造简易、操作简单、可重复周转，有效避免钢板左右两侧的侧压力不一致带来的钢板变形问题。
Double-side unequal-thickness concrete constraint steel plate shear wall and construction method thereof
一种双侧不等厚混凝土约束钢板剪力墙及其建造方法
CAI YONG (Autor:in) / JIANG YUN (Autor:in) / FANG ZHENGANG (Autor:in) / XIAO JIANGTAO (Autor:in) / LUO XIANLIN (Autor:in) / LINS (Autor:in) / LIU YUAN (Autor:in) / ZHANG JIAXING (Autor:in)
03.01.2025
Patent
Elektronische Ressource
Chinesisch
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