Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Truss bar and steel plate combined cast-in-place concrete wall and construction method
The invention discloses a truss bar and steel plate combined cast-in-place concrete wall. An existing prefabricated wall is large in part weight and high in site lifting mechanical model selection, building cost is increased, and quality problems of not-full grouting exist in wall part sleeve connection manners. The truss bar and steel plate combined cast-in-place concrete wall comprises a truss bar and steel plate combination and a cast-in-place concrete wall, and is characterized in that the truss bar and steel plate combination is composed of truss bars (1) and steel plates (2), the truss bars are arranged between the two steel plates, and are fixedly welded with the steel plates, the truss bars are composed of upper chord steel bars, lower chord steel bars and web rod steel bars, a rough surface (3) is mounted on the outer side face of each steel plate, a reinforcement cage is formed in a manner that longitudinal steel bars (4), horizontal steel bars (5) and tie bars (6) are boundin the truss bar and steel plate combination for the cast-in-place concrete wall, and the concrete is poured into the truss bar and steel plate combination to form the cast-in-place concrete wall.
一种组合桁架钢筋及钢板的现浇混凝土墙体。现有的装配式预制墙体构件重量大，现场吊装机械选型高，造成建筑成本上涨，墙体构件套筒连接方式存在灌浆不饱满等质量问题。组合桁架钢筋及钢板的现浇混凝土墙体，其组成：桁架钢筋钢板组合和现浇混凝土墙体，其特征是：所述的桁架钢筋钢板组合由桁架钢筋（1）和钢板（2）组成，两块钢板之间安装有桁架钢筋，且桁架钢筋与钢板焊接固定，桁架钢筋由上弦钢筋、下弦钢筋及腹杆钢筋组成，钢板外侧面为粗糙表面（3），现浇混凝土墙体由在桁架钢筋钢板组合中绑扎纵向钢筋（4）、水平钢筋（5）及拉结筋（6）组成形成钢筋骨架，并在桁架钢筋钢板组合中浇筑混凝土形成现浇混凝土墙体。
Truss bar and steel plate combined cast-in-place concrete wall and construction method
The invention discloses a truss bar and steel plate combined cast-in-place concrete wall. An existing prefabricated wall is large in part weight and high in site lifting mechanical model selection, building cost is increased, and quality problems of not-full grouting exist in wall part sleeve connection manners. The truss bar and steel plate combined cast-in-place concrete wall comprises a truss bar and steel plate combination and a cast-in-place concrete wall, and is characterized in that the truss bar and steel plate combination is composed of truss bars (1) and steel plates (2), the truss bars are arranged between the two steel plates, and are fixedly welded with the steel plates, the truss bars are composed of upper chord steel bars, lower chord steel bars and web rod steel bars, a rough surface (3) is mounted on the outer side face of each steel plate, a reinforcement cage is formed in a manner that longitudinal steel bars (4), horizontal steel bars (5) and tie bars (6) are boundin the truss bar and steel plate combination for the cast-in-place concrete wall, and the concrete is poured into the truss bar and steel plate combination to form the cast-in-place concrete wall.
一种组合桁架钢筋及钢板的现浇混凝土墙体。现有的装配式预制墙体构件重量大，现场吊装机械选型高，造成建筑成本上涨，墙体构件套筒连接方式存在灌浆不饱满等质量问题。组合桁架钢筋及钢板的现浇混凝土墙体，其组成：桁架钢筋钢板组合和现浇混凝土墙体，其特征是：所述的桁架钢筋钢板组合由桁架钢筋（1）和钢板（2）组成，两块钢板之间安装有桁架钢筋，且桁架钢筋与钢板焊接固定，桁架钢筋由上弦钢筋、下弦钢筋及腹杆钢筋组成，钢板外侧面为粗糙表面（3），现浇混凝土墙体由在桁架钢筋钢板组合中绑扎纵向钢筋（4）、水平钢筋（5）及拉结筋（6）组成形成钢筋骨架，并在桁架钢筋钢板组合中浇筑混凝土形成现浇混凝土墙体。
Truss bar and steel plate combined cast-in-place concrete wall and construction method
组合桁架钢筋及钢板的现浇混凝土墙体及施工方法
LIU WENQING (Autor:in) / MAI MINGLEI (Autor:in) / LUAN KAI (Autor:in) / YAN HONGYING (Autor:in)
24.07.2020
Patent
Elektronische Ressource
Chinesisch
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