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A platform for research: civil engineering, architecture and urbanism
Arch rib assembling method
The invention provides an arch rib assembling method, and relates to the technical field of bridge design. The arch rib splicing method comprises the steps that a first arch rib is placed on a first horizontal splicing jig frame, a second arch rib is placed on a second horizontal splicing jig frame, a first anti-deformation tool is fixed to the first arch rib, and a second anti-deformation tool is fixed to the second arch rib; the first arch rib fixed with the first anti-deformation tool and the second arch rib fixed with the second anti-deformation tool are separated from the first horizontal splicing jig frame and the second horizontal splicing jig frame respectively and moved to the vertical splicing jig frame, and the first inner web plate side and the second inner web plate side are connected to achieve splicing of the first arch rib and the second arch rib. The anti-deformation tools are fixed to the first arch rib and the second arch rib, deformation in the splicing process can be effectively prevented, it is ensured that the geometrical shapes of the arch ribs are kept stable, and the stability and safety of the overall structure are improved.
本发明提供了一种拱肋拼装方法，涉及桥梁设计技术领域。该拱肋拼装方法包括：将第一拱肋摆放在第一卧拼胎架处，将第二拱肋摆放在第二卧拼胎架处，在第一拱肋上固定第一防变形工装，并在第二拱肋上固定第二防变形工装，将固定了第一防变形工装的第一拱肋和固定了第二防变形工装的第二拱肋分别从第一卧拼胎架和第二卧拼胎架脱离并移动至立拼胎架处，将第一内腹板侧和第二内腹板侧进行连接以实现第一拱肋和第二拱肋的拼装。本发明通过在第一和第二拱肋上固定防变形工装，可以有效防止在拼装过程中发生形变，确保拱肋的几何形状保持稳定，提升整体结构的稳定性和安全性。
Arch rib assembling method
The invention provides an arch rib assembling method, and relates to the technical field of bridge design. The arch rib splicing method comprises the steps that a first arch rib is placed on a first horizontal splicing jig frame, a second arch rib is placed on a second horizontal splicing jig frame, a first anti-deformation tool is fixed to the first arch rib, and a second anti-deformation tool is fixed to the second arch rib; the first arch rib fixed with the first anti-deformation tool and the second arch rib fixed with the second anti-deformation tool are separated from the first horizontal splicing jig frame and the second horizontal splicing jig frame respectively and moved to the vertical splicing jig frame, and the first inner web plate side and the second inner web plate side are connected to achieve splicing of the first arch rib and the second arch rib. The anti-deformation tools are fixed to the first arch rib and the second arch rib, deformation in the splicing process can be effectively prevented, it is ensured that the geometrical shapes of the arch ribs are kept stable, and the stability and safety of the overall structure are improved.
本发明提供了一种拱肋拼装方法，涉及桥梁设计技术领域。该拱肋拼装方法包括：将第一拱肋摆放在第一卧拼胎架处，将第二拱肋摆放在第二卧拼胎架处，在第一拱肋上固定第一防变形工装，并在第二拱肋上固定第二防变形工装，将固定了第一防变形工装的第一拱肋和固定了第二防变形工装的第二拱肋分别从第一卧拼胎架和第二卧拼胎架脱离并移动至立拼胎架处，将第一内腹板侧和第二内腹板侧进行连接以实现第一拱肋和第二拱肋的拼装。本发明通过在第一和第二拱肋上固定防变形工装，可以有效防止在拼装过程中发生形变，确保拱肋的几何形状保持稳定，提升整体结构的稳定性和安全性。
Arch rib assembling method
一种拱肋拼装方法
XU JIANWEI (author) / LIN HENGQUAN (author) / JIANG HENGXIN (author) / GAO BO (author) / DANG XIAOYANG (author) / WANG LEI (author) / WANG JIE (author) / FAN HAIFENG (author) / ZHANG LITAO (author) / XU WEIYU (author)
2024-11-08
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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