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A platform for research: civil engineering, architecture and urbanism
On-site hinging reinforcing method for ball tension joint
The invention discloses an on-site hinging reinforcing method for a bolt ball tension node, which comprises the following steps that a bowl-shaped buckling piece is mounted in the opposite direction of a reinforcing node of a bolt ball, the bowl-shaped buckling piece is buckled on the bolt ball, and the reinforcing node is a tension node with insufficient tensile bearing capacity on the bolt ball; the bowl-shaped buckling piece is connected with a pulled rod piece connected to the reinforcing joint through a plurality of connecting pieces; one end of the connecting piece is fixedly connected with the bowl-shaped buckling piece, the other end of the connecting piece is fixedly connected with the pulled rod piece in the length direction of the pulled rod piece, and a strip-shaped connecting area is formed. Aiming at a built steel truss building (structure), the problem of insufficient tensile bearing capacity of a bolt-sphere joint is solved, and the tensile joint can be reinforced.
本发明公开了一种螺栓球受拉节点的现场铰接加固方法，包括：在螺栓球的加固节点的反方向安装碗形扣合件，所述碗形扣合件扣合于所述螺栓球，所述加固节点是螺栓球上抗拉承载力不足的受拉节点；将碗形扣合件通过数个连接件与连接于所述加固节点的受拉杆件连接；所述连接件的一端与碗形扣合件固定连接，另一端沿受拉杆件长度方向与受拉杆件固定连接，并形成有条形连接区。本发明针对已建的钢网架建（构）筑物，解决螺栓球节点抗拉承载力不足的问题，可以对受拉节点进行补强。
On-site hinging reinforcing method for ball tension joint
The invention discloses an on-site hinging reinforcing method for a bolt ball tension node, which comprises the following steps that a bowl-shaped buckling piece is mounted in the opposite direction of a reinforcing node of a bolt ball, the bowl-shaped buckling piece is buckled on the bolt ball, and the reinforcing node is a tension node with insufficient tensile bearing capacity on the bolt ball; the bowl-shaped buckling piece is connected with a pulled rod piece connected to the reinforcing joint through a plurality of connecting pieces; one end of the connecting piece is fixedly connected with the bowl-shaped buckling piece, the other end of the connecting piece is fixedly connected with the pulled rod piece in the length direction of the pulled rod piece, and a strip-shaped connecting area is formed. Aiming at a built steel truss building (structure), the problem of insufficient tensile bearing capacity of a bolt-sphere joint is solved, and the tensile joint can be reinforced.
本发明公开了一种螺栓球受拉节点的现场铰接加固方法，包括：在螺栓球的加固节点的反方向安装碗形扣合件，所述碗形扣合件扣合于所述螺栓球，所述加固节点是螺栓球上抗拉承载力不足的受拉节点；将碗形扣合件通过数个连接件与连接于所述加固节点的受拉杆件连接；所述连接件的一端与碗形扣合件固定连接，另一端沿受拉杆件长度方向与受拉杆件固定连接，并形成有条形连接区。本发明针对已建的钢网架建（构）筑物，解决螺栓球节点抗拉承载力不足的问题，可以对受拉节点进行补强。
On-site hinging reinforcing method for ball tension joint
一种球受拉节点的现场铰接加固方法
LI JIANMIN (author) / CHEN LUNJUN (author) / HU JIAZHEN (author) / WANG LULU (author) / JIN LIANGHUA (author)
2024-05-14
Patent
Electronic Resource
Chinese
| Wiley | 2011
| European Patent Office | 2024