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The invention discloses a steel tube bundle concrete composite shear wall composed of steel plates, studs and internal connecting rib plates and other construction methods. The construction method comprises the steps that the universal section type of each steel tube unit in a steel tube bundle used for forming a composite shear wall body in a shear wall design drawing is determined; clustering the steel pipe units according to the general section type to obtain at least one steel pipe unit set; steel pipe materials needed for forming the general section type and steel pipe sections corresponding to the steel pipe materials are selected from a steel pipe material library and a steel pipe section library respectively; calling a Tekla platform to generate a first BIM model of each steel pipe unit in a certain steel pipe unit set based on a steel pipe material and a steel pipe section; based on a steel pipe material and a steel pipe section, calling a Tekla platform to fuse the first BIM model, and generating a third BIM model of other steel pipe unit sets; and generating a target BIM model of the steel tube bundle, and outputting the target BIM model. And the construction efficiency of the steel tube bundle concrete composite shear wall is improved.
本发明公开了一种由钢板、栓钉和内部连接筋板组成的钢管束混凝土组合剪力墙及其他构建方法,构建方法包括:剪力墙设计图纸中用于构成组合剪力墙墙身的钢管束中各个钢管单元的通用截面类型;根据通用截面类型对各个钢管单元进行聚类,得到至少一个钢管单元集合;在钢管材料库和钢管截面库中分别选择组成通用截面类型所需的钢管材料以及与钢管材料相对应的钢管截面;基于钢管材料和钢管截面调用Tekla平台生成某一钢管单元集合中各个钢管单元的第一BIM模型;基于钢管材料和钢管截面调用Tekla平台对第一BIM模型进行融合,生成其他钢管单元集合的第三BIM模型;生成钢管束的目标BIM模型,并输出目标BIM模型。提高了钢管束混凝土组合剪力墙的构建效率。
The invention discloses a steel tube bundle concrete composite shear wall composed of steel plates, studs and internal connecting rib plates and other construction methods. The construction method comprises the steps that the universal section type of each steel tube unit in a steel tube bundle used for forming a composite shear wall body in a shear wall design drawing is determined; clustering the steel pipe units according to the general section type to obtain at least one steel pipe unit set; steel pipe materials needed for forming the general section type and steel pipe sections corresponding to the steel pipe materials are selected from a steel pipe material library and a steel pipe section library respectively; calling a Tekla platform to generate a first BIM model of each steel pipe unit in a certain steel pipe unit set based on a steel pipe material and a steel pipe section; based on a steel pipe material and a steel pipe section, calling a Tekla platform to fuse the first BIM model, and generating a third BIM model of other steel pipe unit sets; and generating a target BIM model of the steel tube bundle, and outputting the target BIM model. And the construction efficiency of the steel tube bundle concrete composite shear wall is improved.
本发明公开了一种由钢板、栓钉和内部连接筋板组成的钢管束混凝土组合剪力墙及其他构建方法,构建方法包括:剪力墙设计图纸中用于构成组合剪力墙墙身的钢管束中各个钢管单元的通用截面类型;根据通用截面类型对各个钢管单元进行聚类,得到至少一个钢管单元集合;在钢管材料库和钢管截面库中分别选择组成通用截面类型所需的钢管材料以及与钢管材料相对应的钢管截面;基于钢管材料和钢管截面调用Tekla平台生成某一钢管单元集合中各个钢管单元的第一BIM模型;基于钢管材料和钢管截面调用Tekla平台对第一BIM模型进行融合,生成其他钢管单元集合的第三BIM模型;生成钢管束的目标BIM模型,并输出目标BIM模型。提高了钢管束混凝土组合剪力墙的构建效率。
Steel tube bundle concrete composite shear wall composed of steel plates, studs and internal connecting rib plates and construction method of steel tube bundle concrete composite shear wall
一种由钢板、栓钉和内部连接筋板组成的钢管束混凝土组合剪力墙及其构建方法
LI LI (Autor:in)
25.06.2024
Patent
Elektronische Ressource
Chinesisch
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