mineral wool floating floor construction and MSM calculation
Posted: Mon Aug 27, 2007 3:05 am
Hi there everybody
i'm just about to begin constructing my basement studio in Thessaloniki Greece (here is my design thread: http://www.johnlsayers.com/phpBB2/viewtopic.php?t=8898 )
I'm planning to float the floors in all the rooms. The problem is that i can't find products like Sylomer or Kinetics here in Greece and even worse there is probably no one with experience on these products and on the calculations needed to be done for them to work correctly as a MSM system. So i decided to build floating concrete floors on rigid mineral wool panels. I read all posts i found here and at studiotips regarding this kind of construction, and allthough i understand that this is not the best sollution regarding music spaces due to the higher MSM resonanse freq, i think it is the only way to do it proper over here.
As i get it fiberglass is much better than rockwool because it allows more deflection under load. Mr. Desart wrote a lot of interesting things about that:
http://forum.studiotips.com/viewtopic.p ... ting+floor
http://forum.studiotips.com/viewtopic.p ... ting+floor
http://forum.studiotips.com/viewtopic.p ... ting+floor
So what i underastand is that deflection of 10 - 15% of the "spring" would lower the resonance frequency of the MSM system enough for musical aplications right?
So my(one of 1000 ) question is: How can i calculate the deflection of the fiberglass panels? Can i use the technique that it was pointed on the drum riser post on this forum: put load on a fiberglass panel until it reaches the desired deflection? and if so, in what scale should i perform this experiment in order to get a practical result? would a 1 m2 panel work.
On my floor i'm planning to use 10cm of 80-100 kg/m3 fiberglass and reinforced concrete upon it.
please, i need your help on this
Nikodemos
i'm just about to begin constructing my basement studio in Thessaloniki Greece (here is my design thread: http://www.johnlsayers.com/phpBB2/viewtopic.php?t=8898 )
I'm planning to float the floors in all the rooms. The problem is that i can't find products like Sylomer or Kinetics here in Greece and even worse there is probably no one with experience on these products and on the calculations needed to be done for them to work correctly as a MSM system. So i decided to build floating concrete floors on rigid mineral wool panels. I read all posts i found here and at studiotips regarding this kind of construction, and allthough i understand that this is not the best sollution regarding music spaces due to the higher MSM resonanse freq, i think it is the only way to do it proper over here.
As i get it fiberglass is much better than rockwool because it allows more deflection under load. Mr. Desart wrote a lot of interesting things about that:
http://forum.studiotips.com/viewtopic.p ... ting+floor
http://forum.studiotips.com/viewtopic.p ... ting+floor
http://forum.studiotips.com/viewtopic.p ... ting+floor
So what i underastand is that deflection of 10 - 15% of the "spring" would lower the resonance frequency of the MSM system enough for musical aplications right?
So my(one of 1000 ) question is: How can i calculate the deflection of the fiberglass panels? Can i use the technique that it was pointed on the drum riser post on this forum: put load on a fiberglass panel until it reaches the desired deflection? and if so, in what scale should i perform this experiment in order to get a practical result? would a 1 m2 panel work.
On my floor i'm planning to use 10cm of 80-100 kg/m3 fiberglass and reinforced concrete upon it.
please, i need your help on this
Nikodemos