来源：本站 时间：2019-03-28 09:30:40 浏览次数： 249
在最终接头钢结构的倾斜面上焊接耳板，连接钢板组件上同样焊接相配套的耳板组合件，并利用销轴连接耳板和耳板组合件。钢接头内圈连接钢板与外圈连接钢板同样处理, 其区别仅是吊耳焊接位置不同。通过该方法处理了顶墙以及侧墙部分连接钢板组件，最终悬挂到最终接头上的连接钢板约占连接钢板总量的25%, 这也就大大减少了相应连接钢板现场的搬运及安装。
The steel connector connects the steel plate suspension
In order to reduce the work load of handling and installation of steel joint joint plate, some parts of the joint plate assembly are suspended to the final joint structure in the factory.
The lugs are welded on the inclined surface of the final joint steel structure, and the lug assembly is also welded on the connecting steel plate assembly, and the lug assembly and the lug assembly are connected by the pin shaft. Steel joint inner ring connection steel plate and outer ring connection steel plate are treated the same, the difference is only the lifting lug welding position is different. Through this method, the top wall and part of the side wall connection steel plate assembly are processed, and the connection steel plate finally hanging to the final joint accounts for about 25% of the total connection steel plate, which greatly reduces the corresponding connection steel plate field handling and installation.
Modification of steel joint partition
The temporary support pipe pushing the trabeculae is to be removed before welding the steel connector to the steel plate. When the temporary support is removed, the external force on the pushing trabecular beam will change, which may lead to uncontrollable displacement of the pushing trabecular beam, and the water-stop rubber may be damaged. The result is combined with the failure of water stop in the cavity, which is disastrous for the whole immersed tube tunnel. To ensure that this will not happen, we will reinforce the structure before removing the trabecular steel pipe. In a narrow space, if the new structure reinforcement, will increase the difficulty of welding, welding quality becomes more difficult to control, the most reliable program is to transform the existing structure.
The steel joint structure is composed of connecting steel plate and baffle plate. Part of the baffle plate structure is transformed and the baffle plate is changed into pure "h" type structure (the original small stiffening plate is removed). The upper flange plate is the outer ring connection steel plate, the web plate is the baffle plate, and the lower flange plate is the inner ring connection steel plate.
For the whole circle of steel joints, the baffle we modified involves four areas of the top wall, two areas of the side wall and seven areas of the bottom wall. The baffle structure is welded before the temporary support pipe is removed (or partially removed), and the trabecula is strengthened to avoid the failure of water stop in the cavity.
Through the optimization of steel connector connecting steel plate, the suspension of connecting steel plate and the transformation of diaphragm structure, the workload and construction difficulty of on-site welding were reduced, the safety of on-site structure was improved, and the road was paved for the subsequent concrete pouring of the tunnel and the completion of the tunnel.