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A platform for research: civil engineering, architecture and urbanism
Bridge deck bearing combined support
The invention provides a bridge deck bearing combined support. The support is structurally characterized in that vertical rods, transverse rods and shear rods are sequentially connected end to end toform triangular supports correspondingly, the vertical rods and the transverse rods form right angles correspondingly, plug pin plates are fixed to the joints of the transverse rods and the shear rodscorrespondingly, inserting holes are formed in the middles of the plug pin plates correspondingly, plug pin heads are fixed at the joints of the vertical rods and the shear rods correspondingly, every four triangular supports form a corresponding cubic stress frame through the corresponding plug pin heads and the corresponding plug pin plates, and the formed cubic stress frames are overlapped upand down to form the bridge deck bearing combined support. According to the support, the integral bearing combined support is formed by combining the basic triangular supports, fasteners are not needed, installation convenience and structural stability of the combined support are improved, construction is simple, and materials are saved.
本发明提供了一种桥面板承重组合支架，其结构为：立杆、横杆和剪力杆依次首尾相连形成三角形支架，所述立杆与所述横杆形成直角，所述横杆与剪力杆相连处固定有插销板，在所述插销板中间开有插孔；在所述立杆与所述剪力杆相连处固定有插销头；四个三角形支架通过插销头和插销板构成正方体的受力框架，形成的正方体的受力框架上下叠合，组成桥面板承重组合支架。本发明通过基础的三角形支架组合形成整体承重组合支架，无需使用扣件，提升了组合支架的安装便利性及结构稳定性，施工简单，且节约材料。
Bridge deck bearing combined support
The invention provides a bridge deck bearing combined support. The support is structurally characterized in that vertical rods, transverse rods and shear rods are sequentially connected end to end toform triangular supports correspondingly, the vertical rods and the transverse rods form right angles correspondingly, plug pin plates are fixed to the joints of the transverse rods and the shear rodscorrespondingly, inserting holes are formed in the middles of the plug pin plates correspondingly, plug pin heads are fixed at the joints of the vertical rods and the shear rods correspondingly, every four triangular supports form a corresponding cubic stress frame through the corresponding plug pin heads and the corresponding plug pin plates, and the formed cubic stress frames are overlapped upand down to form the bridge deck bearing combined support. According to the support, the integral bearing combined support is formed by combining the basic triangular supports, fasteners are not needed, installation convenience and structural stability of the combined support are improved, construction is simple, and materials are saved.
本发明提供了一种桥面板承重组合支架，其结构为：立杆、横杆和剪力杆依次首尾相连形成三角形支架，所述立杆与所述横杆形成直角，所述横杆与剪力杆相连处固定有插销板，在所述插销板中间开有插孔；在所述立杆与所述剪力杆相连处固定有插销头；四个三角形支架通过插销头和插销板构成正方体的受力框架，形成的正方体的受力框架上下叠合，组成桥面板承重组合支架。本发明通过基础的三角形支架组合形成整体承重组合支架，无需使用扣件，提升了组合支架的安装便利性及结构稳定性，施工简单，且节约材料。
Bridge deck bearing combined support
一种桥面板承重组合支架
HUANG HONGZHAN (author) / SHI HAIFENG (author) / LI QIUSHI (author) / ZHAO KUI (author) / WU KAIMING (author) / YUAN XINGCHAO (author) / XIE HEWU (author) / YANG DUNCAI (author) / TANG HUI (author) / HAO LIPING (author)
2020-12-08
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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