Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall
The invention provides a steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall. The steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall comprises a steel bar truss, steel bar meshes, a first component and a second component; the first component and the second component are of the same structure and each comprise one steel bar mesh, an embedded part, a steel wire mesh and a grouting material plate; U-shaped steel plates are adopted as the embedded parts; the ends of the wing edges of the embedded parts are connected with bent parts bent towards the outer sides of the embedded parts; the wing edges and the bent parts are provided with a plurality of openings allowing steel wires of the steel wire meshes to be embedded therein; the embedded parts are embedded into the steel wire meshes through the openings and connected with the steel wire meshes; an integral structure formed by connecting the embedded parts and the steel wire meshes is pre-poured into the grouting material plates; the bottom edges of the embedded parts are exposed out of the surfaces of the grouting material plates; the steel bar meshes are welded to the first component and the second component through the bottom edges of the embedded parts; and the top and the bottom of the steel bar truss are connected with the steel bar meshes connected to the first component and the second component correspondingly. The steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall is simple in structure, small in mass and convenient to transport and construct on site.
本发明提供了一种钢丝网灌浆料侧板免拆模钢筋桁架叠合剪力墙，包括钢筋桁架、钢筋网、第一构件和第二构件；第一构件和第二构件结构相同，均包括钢筋网、预埋件、钢丝网和灌浆料板，预埋件采用U型钢板，预埋件的翼边的端部连接有向预埋件外侧弯折的弯折部，翼边和所述弯折部上开设有供钢丝网的钢丝嵌入的若干开口；预埋件通过开口嵌入钢丝网并与钢丝网连接，预埋件和钢丝网连接而成的整体结构预浇筑于灌浆料板内，预埋件的底边露出于灌浆料板的表面；第一构件和第二构件均通过预埋件的底边焊接有钢筋网，钢筋桁架的顶部和底部分别与第一构件和第二构件上连接的钢筋网连接。本发明构造简单、质量较小、便于运输和现场的施工。
Steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall
The invention provides a steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall. The steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall comprises a steel bar truss, steel bar meshes, a first component and a second component; the first component and the second component are of the same structure and each comprise one steel bar mesh, an embedded part, a steel wire mesh and a grouting material plate; U-shaped steel plates are adopted as the embedded parts; the ends of the wing edges of the embedded parts are connected with bent parts bent towards the outer sides of the embedded parts; the wing edges and the bent parts are provided with a plurality of openings allowing steel wires of the steel wire meshes to be embedded therein; the embedded parts are embedded into the steel wire meshes through the openings and connected with the steel wire meshes; an integral structure formed by connecting the embedded parts and the steel wire meshes is pre-poured into the grouting material plates; the bottom edges of the embedded parts are exposed out of the surfaces of the grouting material plates; the steel bar meshes are welded to the first component and the second component through the bottom edges of the embedded parts; and the top and the bottom of the steel bar truss are connected with the steel bar meshes connected to the first component and the second component correspondingly. The steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall is simple in structure, small in mass and convenient to transport and construct on site.
本发明提供了一种钢丝网灌浆料侧板免拆模钢筋桁架叠合剪力墙，包括钢筋桁架、钢筋网、第一构件和第二构件；第一构件和第二构件结构相同，均包括钢筋网、预埋件、钢丝网和灌浆料板，预埋件采用U型钢板，预埋件的翼边的端部连接有向预埋件外侧弯折的弯折部，翼边和所述弯折部上开设有供钢丝网的钢丝嵌入的若干开口；预埋件通过开口嵌入钢丝网并与钢丝网连接，预埋件和钢丝网连接而成的整体结构预浇筑于灌浆料板内，预埋件的底边露出于灌浆料板的表面；第一构件和第二构件均通过预埋件的底边焊接有钢筋网，钢筋桁架的顶部和底部分别与第一构件和第二构件上连接的钢筋网连接。本发明构造简单、质量较小、便于运输和现场的施工。
Steel wire mesh grouting material side plate form-removal-free steel bar truss superimposed shear wall
一种钢丝网灌浆料侧板免拆模钢筋桁架叠合剪力墙
YANG JUNFEN (Autor:in) / LIU PANPAN (Autor:in) / LIU ZHUANG (Autor:in)
18.06.2021
Patent
Elektronische Ressource
Chinesisch
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