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Steel trestle and construction method thereof
The invention relates to a steel trestle and a construction method thereof and relates to the technical field of bridge construction, the steel trestle comprises a steel trestle body, the steel trestle body comprises steel pipe piles, pile top bearing beams, a plurality of bailey beam bodies, a bailey beam framework formed by the bailey beam bodies, a cross beam assembly and a bridge deck assembly arranged at the upper end of the cross beam assembly from bottom to top; a plurality of bailey beam frameworks are sequentially connected end to end, one end of each bailey beam framework in the length direction is provided with an inserting part, the other end of each bailey beam framework in the length direction is provided with an inserting part, the inserting parts are matched with the inserting parts, the inserting parts are provided with connecting pieces used for being connected with the inserting parts, and the inserting parts are provided with connecting holes matched with the connecting pieces. The connection speed of the bailey beam framework can be increased, so that the installation efficiency of the bailey beam framework is improved, the construction convenience of a steel trestle is improved, and the construction efficiency of the steel trestle is improved.
本申请涉及一种钢栈桥及其建造方法,涉及桥梁施工技术领域,其包括钢栈桥本体,所述钢栈桥本体由下至上包括:钢管桩、桩顶承重梁、若干贝雷梁本体,若干贝雷梁本体形成贝雷梁骨架,横梁组件,设于横梁组件上端部的桥面组件;若干贝雷梁骨架依次首尾相连,贝雷梁骨架长度方向的一端设为插入部,贝雷梁骨架长度方向的另一端设为插接部,插接部与插入部适配,插接部设有用于与插入部相连的连接件,插入部开设有与连接件适配的连接孔,可提高贝雷梁骨架的连接速度,以提高贝雷梁骨架的安装效率,进而提高钢栈桥施工的便利性,提高钢栈桥施工效率。
Steel trestle and construction method thereof
The invention relates to a steel trestle and a construction method thereof and relates to the technical field of bridge construction, the steel trestle comprises a steel trestle body, the steel trestle body comprises steel pipe piles, pile top bearing beams, a plurality of bailey beam bodies, a bailey beam framework formed by the bailey beam bodies, a cross beam assembly and a bridge deck assembly arranged at the upper end of the cross beam assembly from bottom to top; a plurality of bailey beam frameworks are sequentially connected end to end, one end of each bailey beam framework in the length direction is provided with an inserting part, the other end of each bailey beam framework in the length direction is provided with an inserting part, the inserting parts are matched with the inserting parts, the inserting parts are provided with connecting pieces used for being connected with the inserting parts, and the inserting parts are provided with connecting holes matched with the connecting pieces. The connection speed of the bailey beam framework can be increased, so that the installation efficiency of the bailey beam framework is improved, the construction convenience of a steel trestle is improved, and the construction efficiency of the steel trestle is improved.
本申请涉及一种钢栈桥及其建造方法,涉及桥梁施工技术领域,其包括钢栈桥本体,所述钢栈桥本体由下至上包括:钢管桩、桩顶承重梁、若干贝雷梁本体,若干贝雷梁本体形成贝雷梁骨架,横梁组件,设于横梁组件上端部的桥面组件;若干贝雷梁骨架依次首尾相连,贝雷梁骨架长度方向的一端设为插入部,贝雷梁骨架长度方向的另一端设为插接部,插接部与插入部适配,插接部设有用于与插入部相连的连接件,插入部开设有与连接件适配的连接孔,可提高贝雷梁骨架的连接速度,以提高贝雷梁骨架的安装效率,进而提高钢栈桥施工的便利性,提高钢栈桥施工效率。
Steel trestle and construction method thereof
一种钢栈桥及其建造方法
PAN LIYANG (author) / JIANG XINGXUE (author)
2024-01-16
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
Fabricated steel trestle structure and steel trestle construction method
European Patent Office | 2023
|