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A platform for research: civil engineering, architecture and urbanism
Bionic concrete filled steel tubular column based on bamboo structure
The invention discloses a bionic concrete filled steel tubular column based on a bamboo structure, which comprises two steel tubes nested with each other and coaxially arranged; a gap is formed between the two steel pipes and used for being filled with concrete. The bionic joints are arranged on the steel pipe in a surrounding mode and protrude outwards relative to the outer wall of the steel pipe. The bionic joints are arranged on the outer wall of the steel pipe in an outward protruding manner, so that a bionic bamboo joint structure is formed; the strength of the whole structure of the round bamboo is obviously enhanced by the bamboo joints, and the radial and longitudinal stress strength of the steel pipe can be enhanced by the bionic joints. Meanwhile, compared with the prior art, the bionic concrete-filled steel tubular column based on the bamboo structure hardly expands the occupied area outwards, so that the environment space adaptability is improved while the mechanical strength is enhanced by the bionic concrete-filled steel tubular column based on the bamboo structure.
本申请公开了一种基于竹结构的仿生钢管混凝土柱，其包括：两个钢管，互相嵌套且同轴布置；两个所述钢管之间具有间隙，所述间隙用于填充混凝土；仿生节，环绕设置于所述钢管上，并相对于所述钢管的外壁向外突出布置。所述仿生节在所述钢管的外壁上向外突出布置，从而形成仿生竹节的结构；依靠竹节对圆竹的整体结构的强度明显增强作用，所述仿生节可以增强所述钢管对径向和纵向的受力强度。同时相比于现有技术，所述基于竹结构的仿生钢管混凝土柱几乎没有向外扩展占地面积，因此，本申请中所述基于竹结构的仿生钢管混凝土柱在增强力学强度的同时，提升了环境空间适应性。
Bionic concrete filled steel tubular column based on bamboo structure
The invention discloses a bionic concrete filled steel tubular column based on a bamboo structure, which comprises two steel tubes nested with each other and coaxially arranged; a gap is formed between the two steel pipes and used for being filled with concrete. The bionic joints are arranged on the steel pipe in a surrounding mode and protrude outwards relative to the outer wall of the steel pipe. The bionic joints are arranged on the outer wall of the steel pipe in an outward protruding manner, so that a bionic bamboo joint structure is formed; the strength of the whole structure of the round bamboo is obviously enhanced by the bamboo joints, and the radial and longitudinal stress strength of the steel pipe can be enhanced by the bionic joints. Meanwhile, compared with the prior art, the bionic concrete-filled steel tubular column based on the bamboo structure hardly expands the occupied area outwards, so that the environment space adaptability is improved while the mechanical strength is enhanced by the bionic concrete-filled steel tubular column based on the bamboo structure.
本申请公开了一种基于竹结构的仿生钢管混凝土柱，其包括：两个钢管，互相嵌套且同轴布置；两个所述钢管之间具有间隙，所述间隙用于填充混凝土；仿生节，环绕设置于所述钢管上，并相对于所述钢管的外壁向外突出布置。所述仿生节在所述钢管的外壁上向外突出布置，从而形成仿生竹节的结构；依靠竹节对圆竹的整体结构的强度明显增强作用，所述仿生节可以增强所述钢管对径向和纵向的受力强度。同时相比于现有技术，所述基于竹结构的仿生钢管混凝土柱几乎没有向外扩展占地面积，因此，本申请中所述基于竹结构的仿生钢管混凝土柱在增强力学强度的同时，提升了环境空间适应性。
Bionic concrete filled steel tubular column based on bamboo structure
一种基于竹结构的仿生钢管混凝土柱
LIU GUOMIN (author) / HAN XUEKAI (author) / CHEN YIYING (author) / WANG KUN (author) / ZHANG ZHIGUO (author) / WANG ZHUANG (author)
2024-09-13
Patent
Electronic Resource
Chinese
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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