post tension installation-residential
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tysteel2000@aol.com - 28 Apr 2006 04:07 GMT Hi,
I work in the San Antonio, Texas area in the home building industry. More specifically, my jobs had dealt with placing and tying conventional rebar reinforcement in concrete foundations. Over the last two years, all of the major homebuilders in the San Antonio area have decided to switch to post tensioned foundations because it's cheaper than conventional reinforcement.
Now I find myself installing post tension only. Of course, it is easier than placing heavy rebar and all the tying that is involved. But there is one thing that I've noticed about post tension installation that bothers me, and I'm curious how post tension is installed in your local area. As a post tension installer, I'm being put under pressure to do the job a certain way, and I think I'm getting stepped on.
Something I've noticed about PT installation done by others that I find troublesome, after the laborers bag up all the gravel into pads and trench out the beam footings, the formsetters are now showing up and putting in all the headers, brick lugs, and curbs on the house even before the post tension installer has covered up the pads and beams with polythene plastic and installed the cables. This sort of thing NEVER happened when it was conventional reinforcement. The way it works with conventional rebar reinforcement, the steel tier/rod buster is supposed to do his job first, and then the form setters arrive and put in their headers, brick lugs, curbs and etc. If they put the headers on the house before we put the rebar, we knock it out of the way. But with PT installation done by a lot of these other contractors in the local area, I noticed that this is being reversed. I now notice a lot of PT installers having to run all of the cables under the headers, and as a result of having all the headers, curbs in there before doing PT installation, there is difficulty involved in nailing a lot of the cable and anchors under the brick-lugs and curbs. They should wait till the guy is done with the PT installation, and then put in all of this stuff. Then, when it passes inspection, they should pour concrete.
I told the general contractor that I work for that this stuff with the formsetters wanting to throw this stuff on top of me before I've even done my PT installation is nothing but BS, but he informed me that this is the way that the job is being done now by EVERYONE, EVERYWHERE and that some PT installation crews say that it's easier for them this way. So what I'm curious about is, is this true? My own view is that the post tension installation crews are getting stepped on, because they are so many of them (low overhead) and they are all vying for work, they are just being taken advantage of and stepped on by the formsetters and general concrete contractors.
frippletoot@hotmail.com - 28 Apr 2006 06:21 GMT I have no idea...the foundations done where I live are not even as good as the cheap versions where you live. In my area people think foundation failure in something that is supposed to happen, because a former Football Coach plugs a foundation repair co on TV. Seriously though, I had a post tension foundation in a clay soil area before and it was fine. I think the reinforcement, no matter how you do it, has to be done skillfully, and often it's not, at least not by production builders. Maybe custom builders are more careful or have trained crews. ARound my area, the crews are most definitely not skilled. Now that the housing market is cooling in many areas and builders offering incentives just to unload inventory, you can expect to see them cut even more corners than usual. Lovely.
MikeP - 28 Apr 2006 16:54 GMT In article <1146193654.036457.35650 @g10g2000cwb.googlegroups.com>, tysteel2000@aol.com says...
> I now notice a lot of PT installers having to run all of the cables > under the headers, and as a result of having all the headers, curbs in > there before doing PT installation, there is difficulty involved in > nailing a lot of the cable and anchors under the brick-lugs and curbs. > They should wait till the guy is done with the PT installation, and > then put in all of this stuff. The method above requires two trips to the site by the form setters. I suspect the form setters charge more for the two trip method.
The two trips by the forms setters also increases the chance that the foundation will not be completed as originally scheduled.
Installing the cables after headers and curbs means that the form setters are not stepping on the cables, knocking down chairs, moving cables and ... which would require a second trip by the cable crew.
I like it when the same crew sets the forms and the steel/cables. Which is not common with the production builders.
tysteel2000@aol.com - 29 Apr 2006 02:15 GMT > In article <1146193654.036457.35650 > @g10g2000cwb.googlegroups.com>, tysteel2000@aol.com [quoted text clipped - 18 lines] > knocking down chairs, moving cables and ... which would > require a second trip by the cable crew. Hi MikeP,
Thanks for your response. I'm curious, are you a general concrete contractor or home builder? Regarding the post installation crew I supervise, I'm required to make a 2nd trip back to the slab anyway for the pre-pour inspection. If the slab fails because of a problem with the cable installation, of course we will be assessed a reinspection fee. I work for a production home builder, and all of the subdivisions I work in are very close to each other...all on the same side of town. It really isn't a problem to make a 2nd trip back, at least for my crew. The way we are currently working, schedule wise, is they complete the backfill, I install the post tension cables, then the form setters arrive to close off the front of the house with form (it's left open when they first set the house up so that the gravel crew can have room to manuever their bobcat machine and trencher) and then they put the headers, brick lugs, curbs, and etc after we've done major installation. Then I return with my crew and start chairing up post tension cable, and nailing down the anchors to forms in the front.
But like I said before, the form setters are putting pressure to change how we do the work...they want to be able to put in all of the headers, brick lugs, curbs and etc even before I've started installing post tension cables or have covered up the slab with polythene plastic, if it means that they won't have to make a trip back. At the moment, it's been an argument in the concrete contractor's office, as he (at the moment) agrees with me, but he could change his mind. An argument being used against me by the form-setter is that "a lot other PT crews say it's OK and no problem"
I can't help but feel that the form setters are trying to step on me. If they put in all of their stuff before I do my post tension installation, my job is going to be a lot harder, and it's going to take longer and be much more difficult to nail down the cables under brick lugs and curbs. Then I will have to splice plastic pieces around the headers and braces. It will be especially difficult if they place the brick lug in a slab which has very deep exterior beams that will require additional re-inforcement and cables, as that brick lug will be in my way.
As I said before, I have checked out some neighboring subdivisions by other home builders, and I have noticed that the form setters are stepping on the post tension guys. Now, I don't understand why any post tension guy would say it's easier for them that way. We have to come back for the inspection anyway. My suspicion is because almost all of the people who do the PT installation down here in south central Texas are illegal aliens (as well as the contractors who supervise) this could be why they are allowing themselves to get squashed and taking it with a smile.
So that I why I started this topic....I'm just curious if other post tension installation crews around the country are allowing the form-setters to do this to them, before they have even installed their cables? I just want to know if this is the way the industry works, because I'm new to post tension (I was formerly a conventional reinforcement installer), but this doesn't seem right to me. But maybe that's just how everyone works in post tension . I'd like to hear from concrete contractors, home builders, and especially post tension people who may be reading this newsgroup..
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