Halcro and Gary:
In this thread (here), dgad and dgarretson suggested using springs underneath the platform that supports the tt. The thought was that one could control the frequency at which the platform moves by calculating the load on the spring. Choosing a lower freq outside the audible range will ameliorate your issue, Halcro? I have no idea how to do the calculation but this should be kinderspiel for an architect.
I haven't myself tried it, but I did something similar (I believe) when I had my sp10 on spikes resting on a sandbox which was in turn supported by 4 AT 616's (which are just fancy springs?). That set up was a great improvement over what I had before. I was going to buy the springs to test whether they could give me the same results--but for far cheaper than the 616's.
McMaster-Carr has a bunch of different springs for different loads and compression rates: here
In this thread (here), dgad and dgarretson suggested using springs underneath the platform that supports the tt. The thought was that one could control the frequency at which the platform moves by calculating the load on the spring. Choosing a lower freq outside the audible range will ameliorate your issue, Halcro? I have no idea how to do the calculation but this should be kinderspiel for an architect.
I haven't myself tried it, but I did something similar (I believe) when I had my sp10 on spikes resting on a sandbox which was in turn supported by 4 AT 616's (which are just fancy springs?). That set up was a great improvement over what I had before. I was going to buy the springs to test whether they could give me the same results--but for far cheaper than the 616's.
McMaster-Carr has a bunch of different springs for different loads and compression rates: here