Steel column engineering task positions (or inter-column supports) are being moved, with the chemical quantities being minor for the small department. Generally, the requests for steel columns can be stationary at the output location's progress. To ensure that steel column conflicts can correspond to the钢结构 equipment, corresponding reinforcement measures must be taken. Currently, commonly used steel columns
Column-to-column bracing, tie rod components, and structural supports exhibit distinct features within the conflict prevention range. Replacing sliding screws with ball screw feed systems in the feeding system also yields varied effects.
Currently, there is virtually no local adoption of ball screw transmission in steel structure engineering. The reinforcement conflicts in steel structure engineering, especially in open-loop systems, are largely originated from the conflicts in the feed transmission chain. Apart from reducing the machining errors of the transmission gears and ball screws, another major measure is to adopt gapless transmission pairs. For the accumulated error of the ball screw pitch, the general approach is to use a pulse device to stop the pitch.
To further reduce the lifespan and impact resistance of steel structure engineering, it is essential to adequately consider the properties of steel structure components during design, particularly the properties of critical whole machines such as engineering rail tracks, feed servo main shaft elements, and other speed-responsive components. During operation, the smoothness of each element in the steel structure engineering should be ensured.
In steel column processing for structural steel engineering, the auxiliary work (non-chipping work) accounts for a significant portion. To further enhance production efficiency, it is necessary to greatly reduce the auxiliary work. Currently, some CNC engineering projects have adopted multi-spindle machines, multi-axis setups, and automated tool changers with tool magazines to shorten changeover times. For structural steel projects with increased chip usage, the steel column structure must be conducive to wind resistance requirements.
