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Assembly type formwork plate for building interior wall
The invention discloses an assembly type formwork plate for a building interior wall. The assembly type formwork plate is characterized by being composed of the two identical concrete formwork plates 1 and a plurality of connecting steel reinforcements 2. An isosceles trapezoid boss 4 is arranged on the top face of each concrete formwork plate 1, an isosceles trapezoid groove 5 is formed in the bottom face of each concrete formwork plate 1, and a steel reinforcement framework mesh 3 is arranged in each concrete formwork plate 1. The steel reinforcement framework mesh 3 is formed by arranging and welding a plurality of transverse thick steel reinforcements 30, a plurality of vertical thick steel reinforcements 31, a plurality of transverse thin steel reinforcements 32 and a plurality of vertical thin steel reinforcements 33 at equal intervals. The two identical concrete formwork plates 1 are parallel to each other and located at the two ends of the connecting steel reinforcements 2, and the connecting steel reinforcements 2 are perpendicular to the concrete formwork plates 1 at the two ends and connected with the steel reinforcement framework meshes 3 in the connecting steel reinforcements 2 in a welded mode.
本发明公开了一种建筑内墙用装配式模壳板,其特征在于:由两个完全相同的混凝土模壳板1、数根连接钢筋2构成;混凝土模壳板1的顶面上设有等腰梯形凸台4,其底面上设有等腰梯形凹槽5,其内设有钢筋骨架网片3;钢筋骨架网片3由数根横向粗钢筋30、数根竖向粗钢筋31、数根横向细钢筋32、数根竖向细钢筋33等距离排布相互焊接构成;两个完全相同的混凝土模壳板1相互平行,且位于数根连接钢筋2的两端,数根连接钢筋2均与两端的混凝土模壳板1相互垂直,并且与其内的钢筋骨架网片3焊接相连。
Assembly type formwork plate for building interior wall
The invention discloses an assembly type formwork plate for a building interior wall. The assembly type formwork plate is characterized by being composed of the two identical concrete formwork plates 1 and a plurality of connecting steel reinforcements 2. An isosceles trapezoid boss 4 is arranged on the top face of each concrete formwork plate 1, an isosceles trapezoid groove 5 is formed in the bottom face of each concrete formwork plate 1, and a steel reinforcement framework mesh 3 is arranged in each concrete formwork plate 1. The steel reinforcement framework mesh 3 is formed by arranging and welding a plurality of transverse thick steel reinforcements 30, a plurality of vertical thick steel reinforcements 31, a plurality of transverse thin steel reinforcements 32 and a plurality of vertical thin steel reinforcements 33 at equal intervals. The two identical concrete formwork plates 1 are parallel to each other and located at the two ends of the connecting steel reinforcements 2, and the connecting steel reinforcements 2 are perpendicular to the concrete formwork plates 1 at the two ends and connected with the steel reinforcement framework meshes 3 in the connecting steel reinforcements 2 in a welded mode.
本发明公开了一种建筑内墙用装配式模壳板,其特征在于:由两个完全相同的混凝土模壳板1、数根连接钢筋2构成;混凝土模壳板1的顶面上设有等腰梯形凸台4,其底面上设有等腰梯形凹槽5,其内设有钢筋骨架网片3;钢筋骨架网片3由数根横向粗钢筋30、数根竖向粗钢筋31、数根横向细钢筋32、数根竖向细钢筋33等距离排布相互焊接构成;两个完全相同的混凝土模壳板1相互平行,且位于数根连接钢筋2的两端,数根连接钢筋2均与两端的混凝土模壳板1相互垂直,并且与其内的钢筋骨架网片3焊接相连。
Assembly type formwork plate for building interior wall
一种建筑内墙用装配式模壳板
LIU CHUANWEI (author)
2021-04-30
Patent
Electronic Resource
Chinese