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Irregular box-shaped bridge tower node and manufacturing method thereof
The irregular box-shaped bridge tower node comprises an upper outer wall plate and a lower outer wall plate which are oppositely arranged up and down, side wall plates are arranged on the two sides of the upper outer wall plate and the two sides of the lower outer wall plate, the two sides of the upper outer wall plate are connected with the upper ends of the side wall plates through inclined wall plates, and the two sides of the lower outer wall plate are connected with the lower ends of the side wall plates through inclined wall plates. The first side web plate, the middle web plate and the second side web plate are vertically arranged between the upper outer wall plate and the lower outer wall plate, the first gusset plate is arranged at a port among the upper outer wall plate, the lower outer wall plate, the first side web plate and the side wall plate, and the second gusset plate is arranged at a port among the upper outer wall plate, the lower outer wall plate, the first gusset plate and the second gusset plate. And the third gusset plate is arranged at a port among the upper outer wall plate, the lower outer wall plate, the second side web plate and the side wall plate. By optimizing the structure of the bridge tower joint, the structural strength and the supporting performance of the bridge tower joint are improved, the connection stability of all parts is effectively improved, and the deformation resistance of the bridge tower joint is improved.
本发明公开了一种不规则箱形桥塔节点，包括：上外壁板和下外壁板上下相对设置，所述侧壁板设于上外壁板和下外壁板的两侧，上外壁板的两侧通过斜壁板与侧壁板的上端连接，下外壁板的两侧通过斜壁板与侧壁板的下端连接，第一边腹板、中腹板和第二边腹板垂直设于上外壁板和下外壁板之间，第一节点板设于上外壁板、下外壁板、第一边腹板和侧壁板之间的端口处，所述第二节点板设于上外壁板、下外壁板、第一节点板和第二节点板之间的端口处，第三节点板设于上外壁板、下外壁板、第二边腹板和侧壁板之间的端口处。本发明通过对桥塔节点的结构进行优化，提高了桥塔节点的结构强度和支撑性能，有效的提高各个部件连接的稳定性，提高其抗变形能力。
Irregular box-shaped bridge tower node and manufacturing method thereof
The irregular box-shaped bridge tower node comprises an upper outer wall plate and a lower outer wall plate which are oppositely arranged up and down, side wall plates are arranged on the two sides of the upper outer wall plate and the two sides of the lower outer wall plate, the two sides of the upper outer wall plate are connected with the upper ends of the side wall plates through inclined wall plates, and the two sides of the lower outer wall plate are connected with the lower ends of the side wall plates through inclined wall plates. The first side web plate, the middle web plate and the second side web plate are vertically arranged between the upper outer wall plate and the lower outer wall plate, the first gusset plate is arranged at a port among the upper outer wall plate, the lower outer wall plate, the first side web plate and the side wall plate, and the second gusset plate is arranged at a port among the upper outer wall plate, the lower outer wall plate, the first gusset plate and the second gusset plate. And the third gusset plate is arranged at a port among the upper outer wall plate, the lower outer wall plate, the second side web plate and the side wall plate. By optimizing the structure of the bridge tower joint, the structural strength and the supporting performance of the bridge tower joint are improved, the connection stability of all parts is effectively improved, and the deformation resistance of the bridge tower joint is improved.
本发明公开了一种不规则箱形桥塔节点，包括：上外壁板和下外壁板上下相对设置，所述侧壁板设于上外壁板和下外壁板的两侧，上外壁板的两侧通过斜壁板与侧壁板的上端连接，下外壁板的两侧通过斜壁板与侧壁板的下端连接，第一边腹板、中腹板和第二边腹板垂直设于上外壁板和下外壁板之间，第一节点板设于上外壁板、下外壁板、第一边腹板和侧壁板之间的端口处，所述第二节点板设于上外壁板、下外壁板、第一节点板和第二节点板之间的端口处，第三节点板设于上外壁板、下外壁板、第二边腹板和侧壁板之间的端口处。本发明通过对桥塔节点的结构进行优化，提高了桥塔节点的结构强度和支撑性能，有效的提高各个部件连接的稳定性，提高其抗变形能力。
Irregular box-shaped bridge tower node and manufacturing method thereof
一种不规则箱形桥塔节点及其制作方法
ZHU SHUCHENG (author) / GE FANG (author) / ZHU WENKANG (author) / WAN JIAPING (author) / LI TONG (author)
2022-04-12
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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