How to reduce the conflict of steel columns in steel workshop building?
The position movement of the support between the columns of the steel workshop building is the smallest department. Generally, the request for steel columns can be static according to the progress of the output place. The steel structure manufacturer must take corresponding reinforcement measures in order to make the steel column conflict accurately echo the steel structure equipment. At present, the commonly used steel column reinforcement includes inter column support, tie bars, and member support, which have obvious characteristics in the range of conflict prevention features. The replacement of sliding lead screw with steel ball lead screw on the top of the feeding system can also achieve different results.
At present, the steel workshop building adopts the steel ball screw drive without exception. The reinforcement conflict of steel structure engineering (especially the steel structure engineering of open loop system) originates from the conflict of feed drive chain to a large extent. In addition to reducing the machining error of the transmission cone and ball screw, another major measure is to adopt a gapless transmission pair. For the cumulative error of the ball screw pitch, pulse compensation is generally used to make up the stop pitch of the equipment.
In order to further reduce the conflict resistance of steel workshop building, the wear resistance of steel structure components should be fully considered in the design. Especially the abrasion resistance of the whole machine, which is important for the reaction speed of the engineering track, the main optical axis components of the feeding servo motor, etc. In the process of application, each element of the steel workshop building shall be smooth and excellent.
In the steel column processing of steel structure workshop building, auxiliary work (non chip work) has a large proportion. In order to further increase the productivity of the project, we must take the most restrictive measures to tighten the auxiliary work. At present, few numerical control projects have used multiple main optical axes, multiple tool holders, and active tool change equipment with tool magazine to reduce tool change time. As for the steel workshop building with longer chip consumption, the steel column structure must be beneficial to the wind resistance requirements.
