Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Horse back ridge inflexion steel truss and assembling construction method thereof
The invention relates to the technical field of building steel structure assembling engineering, in particular to a'horse back ridge 'inflexion steel truss and an assembling construction method.The'horse back ridge' inflexion steel truss comprises a longitudinal beam, a plurality of sets of first mounting holes are formed in the surface of the longitudinal beam, and the multiple sets of first mounting holes are linearly distributed in the surface of the longitudinal beam at equal intervals; inner grooves are formed in the two sides of each longitudinal beam, the end faces of the inner grooves are subjected to beveling treatment, a plurality of sets of reinforcing rib plates and guide rods are fixed to the two sides of each longitudinal beam, and the reinforcing rib plates and the guide rods are distributed on the two sides of each longitudinal beam at equal intervals. The steel truss supporting device has the beneficial effects that the overall structure has the characteristics of being detachable, high in applicability and capable of being repeatedly used, the positions of the arranged vertical beams can be adjusted, the side beams and the bottom beams are arranged on the two sides of the vertical beams, the steel truss is stably supported, the height of the arranged supporting plates can be adjusted, and the steel truss supporting device can be suitable for different steel trusses; the jig frame does not need to be replaced, the construction period is shortened, cost is reduced, resources are saved, and the construction period is shortened.
本发明涉及建筑钢结构拼装工程技术领域，具体为一种“马背脊”反曲型钢桁架及其拼装施工方法，包括：纵梁，纵梁的表面开设有第一安装孔，第一安装孔设有若干个组，若干组第一安装孔在纵梁的表面等距线性分布，纵梁的两侧均开设有内凹槽，内凹槽的端面处经过倒斜角处理，纵梁的两侧均固定有若干组加固肋板和导杆，若干组加固肋板和导杆在纵梁的两侧等距分布；有益效果为：本发明整体结构具有拆卸性，适用性高，可重复利用的特点，设置的立梁可以进行位置调节，立梁的两侧设置有侧梁和底梁，实现对钢桁架进行稳定支撑，设置的撑板高度可以调节，可以适用不同的钢桁架，无需更换胎架并且节约工期,由此降低了成本，节省了资源，加快了施工工期。
Horse back ridge inflexion steel truss and assembling construction method thereof
The invention relates to the technical field of building steel structure assembling engineering, in particular to a'horse back ridge 'inflexion steel truss and an assembling construction method.The'horse back ridge' inflexion steel truss comprises a longitudinal beam, a plurality of sets of first mounting holes are formed in the surface of the longitudinal beam, and the multiple sets of first mounting holes are linearly distributed in the surface of the longitudinal beam at equal intervals; inner grooves are formed in the two sides of each longitudinal beam, the end faces of the inner grooves are subjected to beveling treatment, a plurality of sets of reinforcing rib plates and guide rods are fixed to the two sides of each longitudinal beam, and the reinforcing rib plates and the guide rods are distributed on the two sides of each longitudinal beam at equal intervals. The steel truss supporting device has the beneficial effects that the overall structure has the characteristics of being detachable, high in applicability and capable of being repeatedly used, the positions of the arranged vertical beams can be adjusted, the side beams and the bottom beams are arranged on the two sides of the vertical beams, the steel truss is stably supported, the height of the arranged supporting plates can be adjusted, and the steel truss supporting device can be suitable for different steel trusses; the jig frame does not need to be replaced, the construction period is shortened, cost is reduced, resources are saved, and the construction period is shortened.
本发明涉及建筑钢结构拼装工程技术领域，具体为一种“马背脊”反曲型钢桁架及其拼装施工方法，包括：纵梁，纵梁的表面开设有第一安装孔，第一安装孔设有若干个组，若干组第一安装孔在纵梁的表面等距线性分布，纵梁的两侧均开设有内凹槽，内凹槽的端面处经过倒斜角处理，纵梁的两侧均固定有若干组加固肋板和导杆，若干组加固肋板和导杆在纵梁的两侧等距分布；有益效果为：本发明整体结构具有拆卸性，适用性高，可重复利用的特点，设置的立梁可以进行位置调节，立梁的两侧设置有侧梁和底梁，实现对钢桁架进行稳定支撑，设置的撑板高度可以调节，可以适用不同的钢桁架，无需更换胎架并且节约工期,由此降低了成本，节省了资源，加快了施工工期。
Horse back ridge inflexion steel truss and assembling construction method thereof
一种“马背脊”反曲型钢桁架及其拼装施工方法
YANG QINGFENG (Autor:in) / LIU WANGQI (Autor:in) / LI ZE (Autor:in) / CHAO ZIRU (Autor:in) / LI CHENGZHANG (Autor:in) / GAO YUE (Autor:in) / LI HAO (Autor:in) / CHANG ZHUN (Autor:in) / LIU QI (Autor:in)
22.11.2024
Patent
Elektronische Ressource
Chinesisch
Steel truss and assembling construction method thereof
| Europäisches Patentamt | 2023
Steel truss vertical type assembling rack and steel truss assembling method
| Europäisches Patentamt | 2022
Large-span pipe truss roof truss assembling construction method
| Europäisches Patentamt | 2021
Precise assembling and adjusting device for steel truss girder and assembling construction method
| Europäisches Patentamt | 2023