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Forums > Green Building Technologies > Insulating Concrete Forms (ICFs) > Subject: Reward, Amvic, Logix, IntegraSpec or Nudura which ICF

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woulfccUser is Offline
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10/06/2008 11:18 PM  

On average I have been pouring around 100 yd. of concrete a week for about 20 + years.

Thats in a lot of different forms, not just icfs but wood , pans, decks what ever.

 I work commercial construction mostly and thats what I do for a living.

I say this not to beat my chest but to let you know where my opinion is based from.
Do you actual work with the concrete or sell stuff?
 I am not selling any thing here And I am not looking for work.

 I love icfs they are so easy on the crew that is doing the build.
Every man in the field I have put icfs in their hands like the ease of the stacking and see how this is a real assume way to build.
All icfs.
Hands down are a better way to build.
I have used a lot of blocks and am always willing to work with a icf any one of them.

The icf form that I will use hands down over any one out on the market is integraspeck.
If you look at the whole build it just works faster and cheaper the any other form out their.
I don't get into bashing any one here, keep  building with icfs they are the way to go.
I don't make a dime on any icf here not in the last year any way.
I just work with them.
 So what I heard from Buddy was PIN ON!
I you think just anyone of the street can just stack and pour icfs and get it right all the time well
 Good luck to you!
 This is not to say that a hand man is not able to use icfs ( they can)
Just know that sometimes people don't know what they don't know.
In concrete that is dangeres.....things do go bad, can you fix it. Do you know how?
Stop all the stack and pour stuff , put the block in the hands of the pros out in the feild.

 


Changing how the world BUILDS!
One build at a time.
Woulf c.c.
EMMUser is Offline
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Posts:10




10/08/2008 11:18 AM  
I am curious of the statment regarding the HIPS plastic is stronger than polypropolene? A quick search from me found that the Amvic pull-out strength of 198 lbs./sq. in. where IntegraSpec is at 156 lbs./sq. in. Also, when pouring Amvic is listed with the strongest strength test at 865 lbs./sq.ft.

Also, one thing people like about the polypropolene is that its recycled material in most cases, I am unaware if the same can be said of the HIPS plactic.

renangle,
renangle,

Your perception on the HIPS plastic used in IntegraSpec is inaccurate.  HIPS used in IntegraSpec is made of 100% repro. 

 

For people wandering what HIPS means, here it is H= High, I= Impact, P= Poly, S= Styrene.

 

What buddy means, IntegraSpec use HIPS in their form because it is highly compatible with the EPS used for the panels fusing both materials together when being mold which make a stronger form.

 

Greenblock use to have the same HIPS plastic a while back making it to be a strong form as well.  I know because we use to install it in the 90’s

 

As for the concrete free fall, that is another myth.  See the attached document.  Since we started using Greenblock & now IntegraSpec, we always filled our walls straight up.  By filling them, the concrete is always flowing down & not dropping down.

 

Think about it, if you go around in lift, there is at least 2 to 3 lift.  If you don’t pay attention, your are increasing the risk of cold joints between the lifts which create a weakness in the wall & on top of that creating possible water seepage point in the walls.  Water is lazy & it will take the easiest route.   Now if you have a water problem in your ICF walls, how do you find the problem spot????


Attachment: Free Fall of Concrete.pdf

Aaron McKinneyUser is Offline
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Posts:44




10/08/2008 12:10 PM  
Guys; that's a good article.
I would like to show that to every inspector that made us cut port holes because they were concerned about the height we were pouring from.
I might like the idea of being able to pour in one lift, and I do like the idea of eliminating possible cold joints.
I was taught to vibrate the lifts together, going through the most recent lift 1' into the lift underneath it to mix the concrete together, which as far as I know has worked well. I'm assuming that with all the weight from pouring in one shot it would allow you to not need to vibrate as much.
Can you guys experienced in this give some more details?

AltonUser is Offline
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Posts:314




10/08/2008 12:19 PM  

EMM,

I read the attachment about the Free Fall of Concrete.  Very interesting.  Of course, this is opposite of what I was taught in school many years ago.  Hopefully, I am not too old to change my thinking about how concrete behaves.

When you say you always fill the walls straight up, do you mean that most of the concrete is placed at one point.  If so, do you have to add more bracing to counteract the fluid pressures at that point?  Do you use  superplasticizers that make the concrete more fluid?  Please elaborate.


Alton C. Keown
Residential Designer and Construction Technology Consultant
Auburn, Alabama
334 329-0957 AT&T Cellular
EMMUser is Offline
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Posts:10




10/08/2008 2:37 PM  
Posted By Alton on 10/08/2008 12:19 PM

When you say you always fill the walls straight up, do you mean that most of the concrete is placed at one point.  If so, do you have to add more bracing to counteract the fluid pressures at that point?  Do you use  superplasticizers that make the concrete more fluid?  Please elaborate.


Alton,

 

In our area the concrete plants have a specialized ICF mix which includes a type 2 superplastisizer & pea stone.  The mix usually arrives on site at a 6 to 7” slump which flow nicely in the walls.  It gives us plenty of time to pour & align our walls.   Of course I move around while filling up the walls in one pass.

 

Believe it or not, since 1992, I can truly count on one hand the number of blow outs that I had in 16 years in ICF contracting.  The worst part is, it was due to stupidity or trials/testing.  The biggest advantage in using HIPS plastic, it gives you time to react do to the fusion between the two materials (HIPS/ties & EPS panels).  I.e. if you see the form buldge while pouring you have time to move the pump without getting an actual blow out.

 

Aaron,

 

It happens to us on some occasion that an inspector requested us to remove pieces of foam at the bottom of the walls to see the concrete consolidation & one every occasion it was nicely consolidated.  I will use a vibrator is in lintels & walls when we are dealing with quite of bit of rebar.
Buddy NewberryUser is Offline
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10/08/2008 2:57 PM  

In regards to EMM's post and the attached article, this is a document I am quite familiar with and am very happy to see posted. As mentioned in a post before when pouring heights that are above the specified recommendations it is important that you are using a high-end ICF that you trust and feel comfortable with. The addition of more bracing is not required and additional vibration would be left up to the installer. This technique of pouring the walls full, eliminates cold joints and ensures a monolithic wall structure. The flowing of the concrete throughout the forms provides for better concrete consolidation, but this is not to say vibration is not needed or should be lessened. However, if your concrete has the right amount of additives and the slump is 6" or 7" you could choose to only vibrate in tight spots. This is not something I have attempted yet simply because I bought the vibrator...It hasn't failed me and I'm going to use it. 

This way of pouring saves time and money in having the pump truck on site for two hours not five, and from what I have experienced it yields professional results with the elimination of added complications when pouring in lifts as EMM has pointed out.

EMM is exactly right in referring to my reference about HIPS plastic, I meant to say that the fusion of the HIPS with the Type 2 EPS creates a stronger mechanical bond between the two materials resulting in a strong form, which is one reason why I trust IntegraSpec. I trust that if there is weakness within the forms due to an installation error I will be able to recognize this point of weakness before a blow out and avoid it until the necessary strapping is applied. As well, I was unaware that HIPS was 100% repro, that is good to know.
 
Buddy Newberry,

renangleUser is Offline
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Posts:91




10/08/2008 3:45 PM  
EMM,

I appreciate the clarrification on the HIPS, though I don't really see how it is that much stronger than other products mentioned before. The pull out test mentioned earlier states that it IntegraSpec is not as strong as others and the strength test of Amvic still stands by itself as the strongest as far as I have read. I have yet to see the hard data on IntegraSpec's superior strength. The data regarding Amvic can be found on the ICF comparison chart from ICF Builder Magazine.

I believe that all we need to look back to the initial question Marc and Kem asked (before the information changed), "please explain the differences between the blocks based on fact and not emotion". It appears to me that Marc and Kem are inexperienced to the ICF industry and would like their question answered as it was intened. Many of the earlier posts did just that and with regards to the historical intend of this forum, one should always try to be objective. Some may promote one block or the other, but for their particular job, most seem to agree that they should use the block that their contractor/subcontractor advises. Also that service should be a factor.

There are many experienced professionals on this forum who can pour a wall to the top in one pass as well as other things that many on this forum would be uncertain of doing. Stating that doing a pour in one pass (no lifts) could get a novice that reads this forum and believes that ICF construction isn't very difficult in a lot of trouble.

renangle
lkazanov2User is Offline
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Posts:112




10/08/2008 10:28 PM  
Guys,

What about quadlock? The system is elegant, allows you to position the ties where needed, and has very strong corner system? What do you all think??

renangleUser is Offline
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Posts:91




10/09/2008 8:43 AM  
lkazanov2,

As a building system ICF can't be beat in my opinion. With regards to who's block is better you will find several different opinions especially here. If a person is looking to build, the smart money is to identify the ICF professionals in your area, discuss your project with them, the block they commend, and research it (them and the block). Service (from the distributer or builder) when buiding with ICF is typicallly very important, do they have bracing, can they help you find an architect/engineer with ICF experience (if needed), how many projects have they done, what do they bring to the table?

If I lived in Rockford, IL and the only distributor/installer/builder around recommend Brand X and could show me they know what they're tallking about, I would probably use them. If I had no support and was going to still build with ICF I personally would use a block system that is as simple as possible to use, thus one that doesn't have to be put together on the job site, as I would be concerned that perhaps I would miss something.

Again, they all work at the end of the day, we could go on forever debating who's best...Amvic, Reward, Logix, Nudura, IntegraSpec, Quadlock, Build Block, Eco Block, Arxx, etc, etc, etc...most people here would recommend talking with a professional in your area, research them and make the best informed opinion possible.

renangle
EMMUser is Offline
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Posts:10




10/09/2008 10:45 AM  

lkazanov2,

 

Doesn’t matter which ICF system you select.  Knock down or pre-assemble.  What is very important is for you do your homework & choose the best dealer/rep that will give you the best customer support possible.  Class room course simply doesn’t cut it out.  You need to be trained on site as every site are different.  Anybody without pouring experience should NOT be left pouring a job by themselves no matter which ICF forms used.

 

 

 

Renangle,

 

If I am not mistaking the pull out test is perform on the fastening strip by inserting anchors (i.e. screws & then pulling them out) & not the overall forms strength.  Obviously we are both bias & feel confident with our choice of ICF brand with very similar end result.

Marc&KemUser is Offline
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Posts:35




10/09/2008 10:03 PM  

Wow, what great info.

I know we tend to drift away from the original question, but this has helped us realize there are more important things to consider than the type of block. For instance, the installer and support and what has me busting at the seams to learn is the best method for vibrating/pouring the wall. Thanks for elaborating on those areas, it has helped us understand why a installer with experience is the key

Marc and Kemella

Buddy NewberryUser is Offline
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Posts:5




10/10/2008 11:22 AM  
Marc & Kem,

An experienced installer is the KEY!! I applaud you for conducting such extensive ICF research and for asking the right questions. Once you have decided on a ICF wallsystem it is important to decide on the right installer and ask them the right questions as well.

It is important to ask if they are a certified installer of the product, follow that with a call to the Head Office of the ICF and verify their certification, most often it will be on file, however you may have to ask the Distributor of record for verification depending on their system of operations. Next, the installer may be certified, but what projects has he done??? If you are planning on going to the roof trusses with ICF you may not want someone who is only experienced with foundation applications. This is not to say they couldn't do it, and you may want to give an honest hard working person a chance if you believe they could. Many certifications are all encompassing and only some operate on a tiered certification program ex. A= foundations, B= Residential, C= Commercial, D= Commercial/Industrial. It is important to know what type of license they are operating on. If it is all ecompassing find references to projects they have done, if it is a tiered certification the level they have will tell you if they are qualified and capable of constructing your project (references still recommended). As well, customer support and training are paramount in this process as well, and EMM is correct in saying that this type of construction CANNOT be taught in a hotel room or through a seminar, on site training is the only way to go and if your installer is of the right certification he can train you on site as well. I believe in the tiered system simply because there is a certain amount of trust already instilled within the certification that the customer can count on.

In terms of vibration techniques, most often this is up to the installer. Building inspectors will expect to see a vibrator on site during the pour and being used often to ensure proper concrete consolidation and the absence of voids. It is very important that when vibrating you stick your pencil vibrator (generally 1/2" to 1" vibrator) in the conrete cavity and then turn it on and pull it out. Do not stick the vibrator in the wall while it is turned on, this can and will create air pockets in your concrete and negate the purpose of vibration. In pulling the vibrator up out of the concrete the concrete moves in a downward direction and ensures proper compaction. Pushing the vibrator down into the concrete seperates and slightly lifts the concrete which could result in a negative outcome. I vibrate every 5 to 6 feet, pushing the pencil vibrator as deep into the wall as possible, turn it on and pull it out.

Buddy Newberry,
DesignGreenUser is Offline
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Posts:11




10/17/2008 8:39 PM  
I have worked with four out of the five you have mentioned here, but from a design standpoint.  I would agree w/Buddy.  An experienced installer is the key.  An experienced installer can take a "so-so" block and make a good install out of it.  They can take a good block and make a superb install.  So the installer is key.  I have designed several homes and have worked with several installers.  There is one in your area (Knoxville) that has consistently provided me good results.  I'm sure they would be glad to help or consult with you.
ph3nom3nalICFUser is Offline
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Posts:6




11/07/2008 11:48 AM  
There's always ARXX, Eco-Block & Polysteel as well to consider. Really it's just best to do your research and based on your requirements a suitable fit should easily be found. Each block has its own features. for example:
ARXX - exposed strapping for direct attachment of ext and int finishes
PolySteel - Tall wall applications for fast set up
ECO-Block - Knock Down block for ease of core width expansion

Just thought I would throw some other good blocks into the ring.
All The Best
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Forums > Green Building Technologies > Insulating Concrete Forms (ICFs) > Reward, Amvic, Logix, IntegraSpec or Nudura which ICF



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