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Fabricated row column type concrete filled steel tube composite shear wall
The invention relates to a novel shear wall, in particular to an assembled row column type concrete filled steel tube composite shear wall, and belongs to the technical field of structural engineering. The shear wall is composed of a steel pipe concrete column, an I-shaped connecting beam, a heat preservation and insulation device and a ground beam. The concrete filled steel tubular column is formed by welding H-shaped steel in the column and two side steel plates; the internal thermal insulation material is rock wool and other materials; the I-shaped connecting beam is formed by welding three or more steel plates. The fabricated steel plate-dense rib concrete composite shear wall provided by the invention is a novel lateral force resisting component of a high-rise structure or other structures, has the characteristics of light self weight, good anti-seismic property, high ductility and the like, and is an excellent lateral force resisting component.
本发明涉及一种新型剪力墙,尤其涉及一种装配排柱式钢管混凝土组合剪力墙,属于结构工程技术领域。此剪力墙由钢管混凝土柱、工字形连接梁、保温隔热装置、地梁组成。所述钢管混凝土柱由柱内H型钢,两块侧面钢板焊接而成;所述内部保温隔热材料为岩棉等材料;所述工字形连接梁为三块及以上钢板焊接而成。本发明提供的装配式钢板‑密肋混凝土组合剪力墙是高层结构或其他结构的一种新型抗侧力构件,它具有自重轻,抗震性能好,延性高等特点,是一种优秀的抗侧力构件。
Fabricated row column type concrete filled steel tube composite shear wall
The invention relates to a novel shear wall, in particular to an assembled row column type concrete filled steel tube composite shear wall, and belongs to the technical field of structural engineering. The shear wall is composed of a steel pipe concrete column, an I-shaped connecting beam, a heat preservation and insulation device and a ground beam. The concrete filled steel tubular column is formed by welding H-shaped steel in the column and two side steel plates; the internal thermal insulation material is rock wool and other materials; the I-shaped connecting beam is formed by welding three or more steel plates. The fabricated steel plate-dense rib concrete composite shear wall provided by the invention is a novel lateral force resisting component of a high-rise structure or other structures, has the characteristics of light self weight, good anti-seismic property, high ductility and the like, and is an excellent lateral force resisting component.
本发明涉及一种新型剪力墙,尤其涉及一种装配排柱式钢管混凝土组合剪力墙,属于结构工程技术领域。此剪力墙由钢管混凝土柱、工字形连接梁、保温隔热装置、地梁组成。所述钢管混凝土柱由柱内H型钢,两块侧面钢板焊接而成;所述内部保温隔热材料为岩棉等材料;所述工字形连接梁为三块及以上钢板焊接而成。本发明提供的装配式钢板‑密肋混凝土组合剪力墙是高层结构或其他结构的一种新型抗侧力构件,它具有自重轻,抗震性能好,延性高等特点,是一种优秀的抗侧力构件。
Fabricated row column type concrete filled steel tube composite shear wall
一种装配排柱式钢管混凝土组合剪力墙
HUANG YUAN (Autor:in) / LYU LAI (Autor:in)
19.09.2023
Patent
Elektronische Ressource
Chinesisch
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