Tretzik
Industrial
- Mar 29, 2012
- 1
I need help with a sound issue in a concrete block building with a steel decking and I joist roof system. There is a 4" concrete slab on grade floor. The problem is low frequency sound transfer to the adjacent space separated by a "soundwall" that was not engineered and just built by a contractor. The wall system is a 16' tall wall built out of metal 2x6 studs with 1/2 drywall on each side. To make it sound proof they built another 2x6 wall in front of the existing with a 1" space, insulated it and put up one layer of 1/2 drywall. The sound is from dropping urethane weights from overhead averaging about 275#. They are dropped onto 3" of vulcanized rubber mats on top of 3/4 plywood on top of commercial carpet. There seems to be very little vibration through the floor in the space where the weights are being dropped. The impact makes a very low frequency boom upon impact registering about 90db.
Is the current wall system sufficient? If not how should a new one be built? Since the floor vibration in space where the impact is occurring seems minimal how much sound could be transmitted through the floor?
Is the current wall system sufficient? If not how should a new one be built? Since the floor vibration in space where the impact is occurring seems minimal how much sound could be transmitted through the floor?