A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention provides a beam-column joint connecting method. The beam-column joint connecting method comprises the following steps that connecting components are manufactured; a bracket component is manufactured; carrying out deepened design on the cross section of the bracket component by utilizing CAD and BIM technologies; connecting the corbel member to the connecting member; the CAD and BIM technologies are used for conducting optimized arrangement on the reinforcing steel bars; and the steel bars are welded on site according to the optimized arrangement mode of the steel bars. Holes do not need to be formed in the round steel pipe column for rib penetrating, and the section of the steel column cannot be weakened. The multiple layers of steel bars are connected to the different elevation positions of the connecting component and the bracket component correspondingly, so that the multiple layers of steel bars are overlapped and connected, the problem that the thickness of a steel bar protection layer is difficult to guarantee due to layer-by-layer overlapping of node steel bars can be fundamentally solved, and the thickness of the protection layer is easy to control in place.
本发明提供了一种梁柱节点连接方法，包括如下步骤：制作连接构件；制作牛腿构件；利用CAD和BIM技术对牛腿构件的截面进行深化设计；将牛腿构件连接至连接构件；利用CAD、BIM技术对钢筋进行优化排布；按照钢筋的优化排布方式，现场进行钢筋的焊接。本发明不需在圆钢管柱开孔穿筋，不会造成钢柱截面被削弱。多层钢筋分别连接至连接构件和牛腿构件的不同标高处，使得多层钢筋重叠交接，能从根本上解决节点钢筋因层层重叠导致钢筋保护层厚度难以保证的问题，保护层厚度易控制到位。
The invention provides a beam-column joint connecting method. The beam-column joint connecting method comprises the following steps that connecting components are manufactured; a bracket component is manufactured; carrying out deepened design on the cross section of the bracket component by utilizing CAD and BIM technologies; connecting the corbel member to the connecting member; the CAD and BIM technologies are used for conducting optimized arrangement on the reinforcing steel bars; and the steel bars are welded on site according to the optimized arrangement mode of the steel bars. Holes do not need to be formed in the round steel pipe column for rib penetrating, and the section of the steel column cannot be weakened. The multiple layers of steel bars are connected to the different elevation positions of the connecting component and the bracket component correspondingly, so that the multiple layers of steel bars are overlapped and connected, the problem that the thickness of a steel bar protection layer is difficult to guarantee due to layer-by-layer overlapping of node steel bars can be fundamentally solved, and the thickness of the protection layer is easy to control in place.
本发明提供了一种梁柱节点连接方法，包括如下步骤：制作连接构件；制作牛腿构件；利用CAD和BIM技术对牛腿构件的截面进行深化设计；将牛腿构件连接至连接构件；利用CAD、BIM技术对钢筋进行优化排布；按照钢筋的优化排布方式，现场进行钢筋的焊接。本发明不需在圆钢管柱开孔穿筋，不会造成钢柱截面被削弱。多层钢筋分别连接至连接构件和牛腿构件的不同标高处，使得多层钢筋重叠交接，能从根本上解决节点钢筋因层层重叠导致钢筋保护层厚度难以保证的问题，保护层厚度易控制到位。
Beam column joint connecting method
一种梁柱节点连接方法
2023-07-21
Patent
Electronic Resource
Chinese
| European Patent Office | 2022