Home | Contact Us | FAQ | Search & Site Map | Link to Us
Sign In | Join | Other 45 Sites in Network
Home
Discussion GroupsGeneralRural LivingHome AutomationSecurity AlarmsConstructionRepairPlumbingCleaningPest ControlLawn and Garden

Homeowner Forum / Construction / April 2006



Tip: Looking for answers? Try searching our database.

post tension installation-residential

Thread view: 
Enable EMail Alerts  Start New Thread
Thread rating: 
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..
 
Sign In
Join
My Latest Posts
My Monitored Threads
My Blog
My Photo Gallery
My Profile
My Homepage

Start New Thread
Enable EMail Alerts
Rate this Thread



©2009 Advenet LLC   Privacy Policy - Terms of Use
This website includes both content owned or controlled by Advenet as well as content owned or controlled by third parties.