CMU insulation
CMU insulation
(OP)
I have an architect who says that he has worked with other engineers who do not require the removal of the cell insulation in the masonry cells that are to be reinforced and grouted. I do not agree with this but I am wondering what other people do?






RE: CMU insulation
RE: CMU insulation
There is a method that I have seen a few times (one was on a prison job).
It involves the use of a proptiety polystyrene insert, since bulk insulation (perlite, vermiculite, foam beads) or foamed in place would not work. This sytem was not developed for grouted masonry, but it can be used with a minimu of extra effort.
The T-shaped (horizontal view) insert has an upper portion that provides insulation in the reuced height web area. The block for this is a nominal 8" high and 16" long CMU with two webs (not the traditional 3 webs) at 8" o.c. to provide larger, true, straight, aligned vertical cavities. The two webs are reduced in height about 2" to provide a space for insulation and minimize the heat loss through the webs. The recess is radiused and contoured (instead of a squre cut-out) to reduce stress concentrations.
The inserts are placed against one face shell (depending which side is the tension face) with the grout and steel in the remaining portion of the core. Depending on the wall thickness and the thickness of the insert (several thicknesses up to 4" are possible), you can have a problem with the ACI 530 minimum grout space dimensions for an 8" wall with 4" thick inserts. The minimum grout space dimension requirements usually not a factor for the 10" or 12" thick walls.
Because the cores align and the inserts are placed as the wall is constructed, if desired, mortar can be placed on the top of the open areas of the recessed web to create a closed cell for partial grouting.
I have seen test reports on the grouted wall sections, so I imagine they are available.
The insulation system is Enerblock or Enerblok and there is a .com site.
Dick
RE: CMU insulation
RE: CMU insulation
Outsulation...really!
Mike McCann
MMC Engineering
RE: CMU insulation
Mike brought up a very good point questioning whether this is a new design for construction or a modification to an existing structure? That is critical, since I read it as being a new structure.
civilperson -
Insulating the cores is not as good as "outsulation", (on the exterior surface) which in superior to "insulation" (on the interior surface) on a long term basis, but is this an improvement.
Filling cores is not as effective as rigid insulation but it can make a big difference because of the square footage of of exterior walls on some buildings. Whatever you do, don't make the common mistake of filling all the cores with grout.
Proper insulation in the cores can reduce the heat loss by 20% to 40%, depending on whether normal weight or lightweight block are used. There is more benefit filling the more costly lightweight block than filling normal weight block. Both can reach the same strengths, except when you go beyond 4500 psi unit compressive strength.
If this is a new structure, there may be enough improvement to keep the structure withing the energy requirement. Insulation in the unreinforced cores of the wall is certainly an option/improvemnt if a new energy analysis and design the option.
Dick
RE: CMU insulation
I was just wondering what other people do. This particular wall is a 12" exterior masonry wall 21' high with reinforcing at 40" o.c.
RE: CMU insulation
Most inserts are not meant for grouted construction and do not have continuity of insulation at the head and bed joints of the masonry.
Usually, for partially reinforced grouted walls, I have seen grout only in the reinforced cells if there is a totally vertical continuous grout cell. It helps if the correct shape of block is used (insulated or not) if you really want to control the grout placement. Most engineers miss the block shape and core alignment imortance. This allows the option of further insulating the remaining cells if you have 12" units. Extra grouted cells is minimally effective for flexure and you probably have more than enough vertical strength (f'm).
RE: CMU insulation
RE: CMU insulation
These are all the lab short term tests under steady state conditions. The dynamic cycling tests provide more realistic results. That is why there is a feeble atempt to provide a "mass correction factor" aplicable for use by professionals. Even the R-19 pink stuff in a wall will only give you an effective R-11 in some stud walls if you are into the R-value, U-value concepts that are not given high marks in many countries.
Granted, filling the cores will never be able to honestly produce the advertising of the pink pather, but there are gains of up to 40%, which can be important considering the square footing.
RE: CMU insulation
It is basically a piece of insulation that covers the outer portion of the about half the cell, the remainder of the cell gets grouted, and it can apparently provide enough force transfer to allow the steel to do its job.
RE: CMU insulation
If you contact them (or whatever supplier you use) I'm sure they can furnish comparable data.
RE: CMU insulation
This may be getting off topic, but I am curious as to how or why these would even be used any more, since they cannot contribute to the insulation value required by Section 502.2.3 of the International Energy Conservation Code(unless of course your municipality has not adpoted that code).
RE: CMU insulation
I ended finding that report on the Korfil website. I also found technical a technical report ICBO 82-2, which gives you all the properties for 8" and 12" masonry walls. Now all I have to do is convince my co-worker that this is acceptable method.
JKW05
I leave the insulation information up to the architect. However, the municipality in questions is still on an old version of the BOCA code though they are going to switch in the next few months to a version of 2003 IBC, it will not apply to this project.
Dumb question. I can use the ICBO 82-2 report to design the masonry wall with insulation. ICBO is also a subsidiary of the ICC (I think). However, I can't locate this report on ICC-ES. Can I still use the method described in the ICBO 82-2 report and be in compliance with IBC (ICC).... Or does it not even matter since this type of insulation is no longer in use for buildings that fall under the IBC?
RE: CMU insulation
Another option for you is to discuss the report with the BO and if you seal it, you may be able to use the alternative compliance method in the administrative portion of the code. You would have to demonstrate, to the building official's satisfaction, that the legacy report, and perhaps some tweaking of the design, still meets the intent of the current code, and your seal takes the liability from the BO and transfers it to you.
Don Phillips
http://worthingtonengineering.com
RE: CMU insulation
A structural engineer should take a very close at it before using for loads approaching limits in accordance with current ACI 530 levels if the construction placement specifications are followed. If it is a typical over-designed masonry wall, it may be OK. The important item is a large continous grout cell with maximum contact with the masonry units.
The insulation claims are up to the architect selecting the insert/method selected. Unfortunately, most insulation advertising is based on extrapolated results from minimal testing of selected units using selected densities and parallel heat flow (which really does not exist) calculations for other local materials. ASHRAE has some good guidance on calculated insulation values for wall assemblies.
dick