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Fabricated formwork plate combined wall structure
The invention discloses a fabricated formwork plate combined wall structure. The fabricated formwork plate combined wall structure is composed of concrete formwork plates 1, connecting steel parts 2, a heat preservation plate 6, steel wire meshes 7, constructional column steel bars 8, shear wall steel bars 9 and cast-in-place concrete 10; trapezoidal bosses 4 are arranged on the top faces of the concrete formwork plates 1, trapezoidal grooves 5 are formed in the bottom faces of the concrete formwork plates 1, and the steel reinforcement framework meshes 3 are arranged in the concrete formwork plates 1; the steel reinforcement framework meshes 3 are composed of transverse thick steel bars 30, vertical thick steel bars 31, transverse thin steel bars 32 and vertical thin steel bars 33; the steel wire meshes 7 are composed of transverse steel wires 70, vertical steel wires 71 and fixed steel sheets 72; the concrete formwork plates 1 are perpendicularly located at the two ends of the connecting steel parts 2; the steel wire meshes 7 are inserted into one large surface of the heat preservation plate 6, the other large surface of the heat preservation plate 6 clings to the concrete formwork plates 1, and the heat preservation plate 6 and the steel wire meshes 7 are located between the two concrete formwork plates 1; and the constructional column steel bars 8, the shear wall steel bars 9 and the cast-in-place concrete 10 are all located between the two concrete formwork plates 1.
本发明公开了一种装配式模壳板组合墙体构造,由混凝土模壳板1、连接钢件2、保温板6、钢丝网片7、构造柱钢筋8、剪力墙钢筋9、现浇混凝土10构成;混凝土模壳板1顶面设有梯形凸台4,底面设有梯形凹槽5,内设有钢筋骨架网片3;钢筋骨架网片3由横向粗钢筋30、竖向粗钢筋31、横向细钢筋32、竖向细钢筋33构成;钢丝网片7由横向钢丝70、竖向钢丝71、固定钢片72构成;混凝土模壳板1垂直位于连接钢件2两端;保温板6的一大面插有钢丝网片7,另一大面与混凝土模壳板1紧贴着,保温板6与钢丝网片7位于两个混凝土模壳板1之间;构造柱钢筋8、剪力墙钢筋9、现浇混凝土10均位于两个混凝土模壳板1之间。
Fabricated formwork plate combined wall structure
The invention discloses a fabricated formwork plate combined wall structure. The fabricated formwork plate combined wall structure is composed of concrete formwork plates 1, connecting steel parts 2, a heat preservation plate 6, steel wire meshes 7, constructional column steel bars 8, shear wall steel bars 9 and cast-in-place concrete 10; trapezoidal bosses 4 are arranged on the top faces of the concrete formwork plates 1, trapezoidal grooves 5 are formed in the bottom faces of the concrete formwork plates 1, and the steel reinforcement framework meshes 3 are arranged in the concrete formwork plates 1; the steel reinforcement framework meshes 3 are composed of transverse thick steel bars 30, vertical thick steel bars 31, transverse thin steel bars 32 and vertical thin steel bars 33; the steel wire meshes 7 are composed of transverse steel wires 70, vertical steel wires 71 and fixed steel sheets 72; the concrete formwork plates 1 are perpendicularly located at the two ends of the connecting steel parts 2; the steel wire meshes 7 are inserted into one large surface of the heat preservation plate 6, the other large surface of the heat preservation plate 6 clings to the concrete formwork plates 1, and the heat preservation plate 6 and the steel wire meshes 7 are located between the two concrete formwork plates 1; and the constructional column steel bars 8, the shear wall steel bars 9 and the cast-in-place concrete 10 are all located between the two concrete formwork plates 1.
本发明公开了一种装配式模壳板组合墙体构造,由混凝土模壳板1、连接钢件2、保温板6、钢丝网片7、构造柱钢筋8、剪力墙钢筋9、现浇混凝土10构成;混凝土模壳板1顶面设有梯形凸台4,底面设有梯形凹槽5,内设有钢筋骨架网片3;钢筋骨架网片3由横向粗钢筋30、竖向粗钢筋31、横向细钢筋32、竖向细钢筋33构成;钢丝网片7由横向钢丝70、竖向钢丝71、固定钢片72构成;混凝土模壳板1垂直位于连接钢件2两端;保温板6的一大面插有钢丝网片7,另一大面与混凝土模壳板1紧贴着,保温板6与钢丝网片7位于两个混凝土模壳板1之间;构造柱钢筋8、剪力墙钢筋9、现浇混凝土10均位于两个混凝土模壳板1之间。
Fabricated formwork plate combined wall structure
一种装配式模壳板组合墙体构造
LIU CHUANWEI (author)
2021-04-30
Patent
Electronic Resource
Chinese
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