Tower foundation ring
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The tower equipment, weighing over 100 tons, did not have a foundation ring (formwork) to position the foot bolts; as a result, significant errors were observed in the position of those bolts after concrete pouring. Is there any remedy available now? The foundation bolts are M45.
Ugh, how did this happen again~~ Last time it was over 200 tons. . If the base ring and skirt have already been prepared, it’s okay to waste a little and make them again; if they haven’t been prepared yet, then they should be made according to measurements taken on site. For irregular areas, try to make the base ring in such a way that bolts can be screwed into it; large errors make things difficult to handle. However, modifying the base ring is less labor-intensive and takes less time compared to destroying the existing foundation. .
The difference is probably not that great either; just use gas cutting to remove the bolt holes in the device mounting frame.
The topic posted by the original poster is quite different~~~