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Steel-wood-concrete composite shear wall with replaceable coupling beams and wall foot parts
The invention discloses a steel-wood-concrete composite shear wall with replaceable coupling beams and wall foot parts. The steel-wood-concrete composite shear wall comprises two groups of shear wallassemblies arranged at intervals and the replaceable coupling beams connected between the two groups of shear wall assemblies and detachably connected with the two groups of shear wall assemblies respectively. Each shear wall assembly comprises a multi-cavity concrete-filled steel tube wall body and constraint edge components arranged on the two sides of the multi-cavity concrete-filled steel tubewall body correspondingly, the multi-cavity concrete-filled steel tube wall body comprises two outer wrapping steel plates connected with the two sets of constraint edge components correspondingly, aconcrete pouring cavity is defined by the two outer wrapping steel plates and the two sets of constraint edge components jointly, the multi-cavity concrete-filled steel tube wall body further comprises partition plates which are connected into the two outer wrapping steel plates and divide the concrete pouring cavity into a plurality of partition cavities, and concrete is poured into the partition cavities. The steel-wood-concrete coupled shear wall with the replaceable parts aims at solving the technical problems that in the prior art, a shear wall is low in bearing capacity and limited in application height.
本发明公开了一种可更换连梁及墙脚部件的钢木混凝土组合剪力墙,包括间隔设置的两组剪力墙组件和连接设于两组所述剪力墙组件之间且分别与二者可拆卸相连的可更换连梁,所述剪力墙组件包括多腔钢管混凝土墙身和分别设于所述多腔钢管混凝土墙身两侧的约束边缘构件,所述多腔钢管混凝土墙身包括分别与两套所述约束边缘构件相连的两块外包钢板,两块所述外包钢板与两套所述约束边缘构件共同围成砼浇灌腔,所述多腔钢管混凝土墙身还包括连接两块所述外包钢板内且将所述砼浇灌腔分隔为多个分隔腔的分隔板,所述分隔腔内浇筑混凝土。该可更换部件的钢木混凝土连肢剪力墙旨在解决现有技术中的剪力墙承载力低及适用高度有限的技术问题。
Steel-wood-concrete composite shear wall with replaceable coupling beams and wall foot parts
The invention discloses a steel-wood-concrete composite shear wall with replaceable coupling beams and wall foot parts. The steel-wood-concrete composite shear wall comprises two groups of shear wallassemblies arranged at intervals and the replaceable coupling beams connected between the two groups of shear wall assemblies and detachably connected with the two groups of shear wall assemblies respectively. Each shear wall assembly comprises a multi-cavity concrete-filled steel tube wall body and constraint edge components arranged on the two sides of the multi-cavity concrete-filled steel tubewall body correspondingly, the multi-cavity concrete-filled steel tube wall body comprises two outer wrapping steel plates connected with the two sets of constraint edge components correspondingly, aconcrete pouring cavity is defined by the two outer wrapping steel plates and the two sets of constraint edge components jointly, the multi-cavity concrete-filled steel tube wall body further comprises partition plates which are connected into the two outer wrapping steel plates and divide the concrete pouring cavity into a plurality of partition cavities, and concrete is poured into the partition cavities. The steel-wood-concrete coupled shear wall with the replaceable parts aims at solving the technical problems that in the prior art, a shear wall is low in bearing capacity and limited in application height.
本发明公开了一种可更换连梁及墙脚部件的钢木混凝土组合剪力墙,包括间隔设置的两组剪力墙组件和连接设于两组所述剪力墙组件之间且分别与二者可拆卸相连的可更换连梁,所述剪力墙组件包括多腔钢管混凝土墙身和分别设于所述多腔钢管混凝土墙身两侧的约束边缘构件,所述多腔钢管混凝土墙身包括分别与两套所述约束边缘构件相连的两块外包钢板,两块所述外包钢板与两套所述约束边缘构件共同围成砼浇灌腔,所述多腔钢管混凝土墙身还包括连接两块所述外包钢板内且将所述砼浇灌腔分隔为多个分隔腔的分隔板,所述分隔腔内浇筑混凝土。该可更换部件的钢木混凝土连肢剪力墙旨在解决现有技术中的剪力墙承载力低及适用高度有限的技术问题。
Steel-wood-concrete composite shear wall with replaceable coupling beams and wall foot parts
可更换连梁及墙脚部件的钢木混凝土组合剪力墙
HU ZHANGQI (Autor:in) / HE RAN (Autor:in) / ZHANG MIAO (Autor:in) / WU YUSHENG (Autor:in)
09.02.2021
Patent
Elektronische Ressource
Chinesisch
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