How do you create your welded constructions?
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In our company we do a lot of tailor made welded constructions. Normally this is based on cut steel plates and beams. Some of the steel plates are bent, and often the weldment is machined after welding. So in principle our design can be a nice mix of functionality found in standard parts, sheet metal, frame generator and a weldment assembly.
However, to work efficient with a welded design we would prefer to work top-down. I.e decide main dimensions and overall functionality before we start detailing parts. As far as possible, we would want the parts to be associative to the main geometry and update when main dimensions are changed.
If all our parts were beams the top-down approach could be served quite well by the frame generator, but unfortunately there are always some lugs, some box constructions or other plates that should be associative with frame members. We could use adaptivity on such parts, but find this approach to unpredictable.
So the most effective way we have found is mulitibody parts – crating one body for each part, then using make components to generate the final parts. Very effective, the derive functionality of Inventor is great. We are able to control the whole assembly from the base part, and all changes are extremely smooth. I have seen base parts controlling assemblies with 100 individual parts, and they still update quickly and it is quite easy to figure out dependencies between the bodies.
With this workflow we have to create all standard beams and profiles as individual features, so there are some extra clicks compared to the frame generator. But the flexibility and rebuild time is superior to the frame generator. Have tried to make standard profiles as ifeatures, with no success due to lack of flexibility and support of multibody parts. And we still miss the possibility to control the machining from the base part – it has to be added un-associative in the assembly.
Note, we are still in Inventor 2014, so there might be some new functionality making top-down design more effective.
So how do you make your mixed weldments – plates, beams and machining? Is there a good top-down approach or is it more common to changes by measure and tweak until fit?
Torbjørn