T.R | Title | User | Personal Name | Date | Lines |
---|
141.1 | | ELSIE::DEMBA | | Wed Feb 26 1986 12:06 | 4 |
|
Why are you not more concerned with the floor acting like a heatsink?
Steve
|
141.2 | slab heating | RAJA::GETTYS | Bob Gettys N1BRM | Wed Feb 26 1986 20:40 | 30 |
| As for the slab acting as a heat sink - It will. It will
also give back a lot of what is put in. I can say this from
everyday experience, I live in a house which is heated in just
such a manner (except that the source of the heat is the oil
burner).
The heat thus given off is a very even and steady heat
(I like it). There are some problems though. In the spring and
fall, when temeratures are going up and down like a yo-yo, the
thermal time lag of the slab is a big problem (the lag is about
8 hours at first, dropping to about 2-4 during the winter). This
also precludes the efficient use of a setback thermostat to save
energy.
In fact, if I know that the temperature is going to
drop a lot that night (20+ degrees or so), I will kick the heat
on manually to ge the head start so that the house will not drop
too much before the slab catches up. This is especially true on
a sunny day when the heat won't run at all much after 9:00AM
because of the solar heating (just what's coming in the
windows). This allows the slab to cool a significant amount, so
if the house temp is to stay relatively constant, you need to
anticipate the need by about 2-4 hours.
One other problem with this kind of heat is the fact
that you have to be careful what kind of floor covering you put
down. A wall to wall carpet that insulates too well can slow the
heat transfer down even more.
/s/ Bob
|
141.3 | more ideas | GIGI::GINGER | | Mon Mar 03 1986 13:45 | 20 |
| About 12-18 months back Fine Homebuilding had a big article on radiant
heat floors. It included diagrams of pipe layout, curves, equations
etc. If you cant find the magazine send me mail and Ill try to find
it and copy the article.
I would NOT use the sand and 2x4's. Its guaranteed to rot. The idea
of adding on a top layer to hold the pipe is fine, if you can stand
the loss of headroom, but why not lay the pipe and pour a couple
inches of new concrete over the old.
I would add 2" of rigid insulation on the OUTSIDE of the basement
wall. Its a bit of a hassle to dig down all the way around but I
think well worth it. Note by insulating the outside the concrete
walls become part of the internal thermal mass and hold additional
heat. I designed and built a house in Maine using insulation outside
the foundation wall with a sand and brick floor. I did not add the
pipes. It has been amazingly successful. With just the sun thru
lots of south facing windows the floor remains comfortably warm.
Good Luck!
|
141.4 | Maybe too much thermal mass? | BEING::WEISS | Forty-Two | Mon Mar 03 1986 15:22 | 12 |
| I really wonder how useful all this is going to be coonsidering that you have
no insulation under the slab. The earth under the floor stays at a pretty
constant 50�. I would think that a _lot_ of your heat is going to go into
heating the surrounding ground. If you have the headroom to do it, you would
probably be better off putting an inch or two of insulation down, then putting
in your piping and pouring a slab around it. With a 3" slab, that would be
about a total of 5", and it seems that you have that much room. You would have
less thermal mass, but the mass that you have would be isolated from the ground
underneath, and I think you'd have a much more efficient heating system.
Paul
|
141.11 | Wood Threshold on Concrete Slab?? | STAR::NISHIMOTO | | Fri Nov 14 1986 09:49 | 18 |
|
I'm a relative un-handy type of guy and regularly come to this
conference for help and understanding. Current problem:
I have a wood threshold which is to go in the doorway between
two rooms. Both of these rooms have carpet (foam padded) over
concrete slabs. How do I attach this oak threshold to the
concrete floor nicely (and hopefully, relatively easily)? I
have little idea on how to penetrate the concrete slab with
something that will hold the threshold in place without
a) looking bad (i.e., looking like I did it on my own) and
b) coming loose in the near future.
Handyfolks of the world - some help? Please?
Pete (Unhandy Dan)
|
141.12 | | BEING::WEISS | Trade freedom for security-lose both | Fri Nov 14 1986 09:53 | 5 |
| Go with construction adhesive, which has been spoken about in several notes
recently. You can clamp the threshold to the floor while the adhesive sets by
wedging 2x4s between the floor joists above and the threshold.
Paul
|
141.13 | | AUTHOR::WELLCOME | Steve | Fri Nov 14 1986 10:58 | 5 |
| Adhesive, yes. Just a couple of beads the length of the threshold
should do it. You probably don't even need to clamp it; just step
on it to mash down the adhesive, and let it set.
Steve
|
141.15 | slab/plumbing problem | SCENIC::JANEB | | Wed Jul 08 1987 11:36 | 17 |
|
Our plumbing is beginning to act strange. Sometimes when more than
one thing is draining at once (use the bathroom sink when the tub
is draining or toilet is flushing), water will stand in the sink
or bubbles and gurgles will come from the sink. A few times we
ended up with water on the floor, I think it is coming from beneath
the sink (although I can't see that point, its under the base of
the cabinet).
This problem comes and goes, so its hard to tell if using Liquid
Plumber in the sink is helping or not. The house is on a slab,
so we can't see what's going on underneath.
Does this sound like:
Time to call a plumber?
Impending septic problems?
Something we can fix?
|
141.16 | How long since you had the tank pumped? | CHFV03::SCHULDT | Larry Schuldt - WA9TAH | Wed Jul 08 1987 12:14 | 1 |
|
|
141.17 | | 3D::BOOTH | Stephen Booth | Wed Jul 08 1987 13:56 | 5 |
| Sounds like your drain vents are not vented. When plumbing is installed
they re-vent the vents on all drains to prevent this.
-Steve-
|
141.18 | Root Balls? | FDCV03::PARENT | | Thu Jul 09 1987 10:12 | 14 |
| Re .0
Sounds like the same problem we had the first 2 years in our house
(also a slab ranch in No. Framingham). I'm assuming it is clean
water that ended up on your floor. In our case it was seeping out
from under the toilet. The problem was diagnosed as root balls
in the drain pipes between the house and the street (town sewer).
Rotor-Rooter said it was a 2 man job since they have to run their
gizmo down from the roof...first time was costly (over $200.00).
The next sping when the same problem arose my husband served as
the 2nd man which saved quite a bit on the bill (approx. half if
I recall). So far so good - no problems this past spring.
Evelyn
|
141.19 | We can try pumping | SCENIC::JANEB | | Thu Jul 09 1987 10:56 | 9 |
| We have not had our septic tank pumped in the 3 years we've lived
in the house. Its a pretty safe bet that the previous owner didn't
do it in the 5 years he was there either (since he didn't mow the
lawn, shovel the driveway, or fix the roof in that time!)
I have read other notes here about septic systems, with mixed advice
on pumping. It sounds like a good thing to try, anyway.
Does it sound like that could be the problem?
|
141.20 | Check the sludge level in the tank | CHFV03::SCHULDT | Larry Schuldt - WA9TAH | Thu Jul 09 1987 11:21 | 13 |
| When our tank needed pumping, we found that if you didn't use a
lot of water at a time, things would drain fine. However, if you
used quite a bit, the water would back up in the soil pipe and come
out the lowest drain (the one for the washing machine in the basement).
Kind of messy if the straw that broke the camel's back is someone
flushing a toilet.
Anyway, we called a pumping outfit, and after finding the tank
(that's another story), he was able to use a pole poked into the
to of the tank to gauge how high the sludge was. Pumping the tank
fixed the problem for us. A septic tank is normally quite full,
but it should be full mostly of water. If it's full of sludge,
call the man with the truck. Good luck.....
|
141.21 | Tsk tsk | TASMAN::EKOKERNAK | | Thu Jul 09 1987 12:17 | 6 |
| re .4
You means you have a septic tank and you use Liquid Plumber? You're
killing your system. Don't put chemicals down your plumbing. Use
a snake.
|
141.22 | | CSSE32::NICHOLS | HERB | Thu Jul 09 1987 13:36 | 3 |
| On the advice of a phd chemist, we add yeast to our septic system
one a month, to improve the decompositon process.
re .-1, could you elaborate on the stricture against Liquid Plumber?
|
141.23 | Decomposition. | ULTRA::BUTCHART | | Thu Jul 09 1987 13:59 | 7 |
| Bacterial action helps break down some of the solids in the septic
tank. If you put chemicals down the drain that kill or inhibit
bacteria, the solids will accumulate faster and you will be forced
to pump out more often. Liquid plumber, Drano, some dyes, etc should
be avoided.
/Dave
|
141.24 | Read on | TASMAN::EKOKERNAK | | Thu Jul 09 1987 14:23 | 4 |
| For further education on your septic system, do a DIR/KEYWORD=SEWAGE.
I believe note 832 has some useful information about do's and don'ts.
Elaine
|
141.5 | | PILOU::REZUCHA | | Thu Jan 07 1988 09:49 | 21 |
| How does under-slab insulation work without getting squashed? I have seen only
one picture of under-slab insulation where sand was put down, then unidentified
insulation, then a plastic vapor barrier, then rebar which overlapped onto the
footings, then concrete. I understand that the footings will support the edges
of the slab but that the middle would float on the insulation. Is this the case?
What keeps the insulation from being compressed? Even if it is relatively stiff,
can it support the weight?
Here is what the diagram looked like: # concrete
x insulation
= slab
| expansion filler material
x## ##x
x## ##x
x##|================================================================|##xx
xx##|================================================================|##xx
x######xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx#####x
x######x x#####x
Kind regards,
-Tom Rezucha
|
141.6 | Weight distribution | VINO::KILGORE | Wild Bill | Thu Jan 07 1988 11:55 | 14 |
| Did you ever step on one of those foam insulating panels? It held
you up, right? Didn't crush under your foot, as long as it was flat
on the floor and your foot was flat on it.
Now consider the weight of a piece of concrete, the shape of your
foot and 4-6" thick. Weighs quite a bit less than you, eh?
I imagine that a support column, or anything else that concentrates
a weight on a small area, would have to be firmly anchored in the
earth under the slab. But the slab itself should pose no problem.
In fact, you should be able to get away with a bunch of inverted
styrofoam cups placed side by side (though I wouldn't be of a mind
to try it).
|
141.7 | short term ok, but what about long term crush characteristics | SUBSYS::FILGATE | | Fri Jan 08 1988 10:33 | 12 |
| > Did you ever step on one of those foam insulating panels? It held
> you up, right? Didn't crush under your foot, as long as it was flat
> on the floor and your foot was flat on it.
Yes, very true. I also installed the panels in my water bed. Two years later
when I moved, the one inch foam was about .25 inch. I assume that over time it
can crush, maybe the warmth from the bed helped?
Is there a report or warrenty on the long term effects of loading on any of the
foam sheets?
|
141.8 | White bead or blue insulation | SMURF::PINARD | | Tue Jan 19 1988 12:46 | 7 |
| r .11
Was it the white bead foam that was put under your mattress or the
blue solid foam. I'm sure the white stuff would tend to crush under
the mattress but the blue stuff wouldn't crush that much!!??
The white bead stuff is garbage and isn't worth much.
|
141.10 | Other value to foam under slab... | MENTOR::REG | It was 20 years ago next May | Wed Jan 20 1988 10:36 | 6 |
|
There is probably a valuable cushioning effect too, i.e. the
ground under the slab will continue to settle for a long time and
the foam, as well as the usual sand and gravel, will take up some
of the irregularities that develop and thereby minimize crackin
of the slab.
|
141.41 | Mudjacking | QUOKKA::SNYDER | Wherever you go, there you are | Mon Apr 25 1988 17:18 | 28 |
|
I was describing a problem I've got with my front porch to a
friend the other day, and he responded: mudjacking.
Have any of you ever heard of this and have comments about its
legitimacy as a method for leveling and/or supporting sinking
foundations or slabs?
Here is how it was described to me: say you've got a slab that is
sinking on one side. These guys come out with a truck and some
long hoses, drill holes in the slab, insert the hoses, force air
to clear an area under the part to be supported, then shoot a
slurry under the slab, raising it to the proper level and
providing ongoing support beneath.
This method eliminates the need to dig out, jack up, pour
supports, and lower. It is all done from within the confines of
the area being raised. It is presumably clean.
There are actually outfits listed in the Yellow Pages under
mudjacking (in the Colorado Springs phone book). I plan to call
one of them to come out to give an estimate (and a better
explanation of what they do) and it helps to know a little
something about the technique before talking to them.
So, any knowledge? Comments, yea or nay?
Sid
|
141.42 | | VLNVAX::SUMNER | Senility has set in | Mon Apr 25 1988 20:58 | 8 |
| "Mudjacking" is a legitamate profession. I have read several
articles on the process and your descrpition is pretty close. Some
processes just inject pressurized mud to lift the object and others
find it easier to jack up the object mechanically and inject the
mud afterwards. It isn't inexpensive but compared to the alternative's
it is considered economical.
Glenn
|
141.25 | Slab Thickness | NEXUS::COMULADA | | Fri Sep 02 1988 14:12 | 5 |
| Couldn't find any info on this. Does anyone know how thick a slab
of concrete (8x8) I would need to place a hot tub (SPA), whose
approx weight would be 3800lbs (full w/4 adults) at approx. 350
gals of water. I wish to lay a slab of concrete to set it on..
but I'm not sure as to how thick it should be....thanks...
|
141.26 | Slab thickness for Spa | EXPRES::FERRARO | | Fri Sep 02 1988 18:58 | 6 |
| Your slab should be 6" thick using #4000 mix with 1/2" rebar on
a 12" matrix.
You should also have 4 to 6 inches of 1 1/2" crushed stone for a
stabilizer
|
141.29 | concrete slab puts water in house | SVCRUS::KROLL | | Tue Dec 13 1988 18:41 | 17 |
| I aunts house in arkansas has a slab for a front walk and hall
entrence. the house is over 50 years old and she does not won't
to change the appearence of the house.
The problem is that the drought has caused the slab to tilt so that
water on the outside portion now runs into the house due to the slab
tilting that way.
1) I suggested they cut the outside portion off with a concrete saw,
chisel and possible sledge.
2) seal the face left on the house.
3) tilt the outside portion so that water runs away from the house.
4) then fill the crack up with hydrolic cement.
would this be an effective method of resolving the problem? she
needs to do something soom because the water is wicking up the lath
& plaster of the hall and making it drop off.
|
141.30 | | NEXUS::GORTMAKER | Whatsa Gort? | Wed Dec 14 1988 04:11 | 6 |
| They had a sidewalk here at DEC cxo that did about the same thing
I believe they used something called mud jacking to level it out
again. It looked like they just pumped concrete under the old slab
under force to level it up. Anyone know more about this?
-j
|
141.31 | Fix the REAL problem. | MECAD::MCDONALD | Teetering on the brink... | Wed Dec 14 1988 11:53 | 20 |
| Splitting the slab in two as described in the base note might solve
the current problem of water seepage, but it doesn't solve the real
problem: How to stop the sinking of the slab. Chances are you'd
be spending money and time for the half-way fix and later on you'll
be spending more to solve the big problem. This sounds like you
should consider professionals... jockying slabs isn't a do it yourself
job unless you have some heavy equipment.
Mud Jacking (I've seen it done, but did'nt know what it was called
until I read .1) sounds like a possible solution. I watched a crew
work on a sinking slab that was the floor of an enclosed porch.
They dig a narrow tunnel from outside the porch under the slab about
5 feet long and "seemed" to raise the slab and the addition by
forcing the concrete under the slab through a long pipe.
If you can't raise the slab, but you can stop the sinking... would
it be possible to apply a skim coat of cement to the interior section
of the slab to raise it above the exterior?
* MAC *
|
141.32 | Expansion joints in outdoor concrete slab? | SCRUZ::FIGUEROA_JE | Reboot the beast | Thu Mar 30 1989 15:51 | 26 |
| Hello,
Getting ready to pour concrete walk along the side
of our house...I guess they call that area a "dog run"???
Anyway, its nothin but weeds right now....
My question(s):
1)When pouring do I need an Expansion Joint between the
new concrete and the foundation of the house, or can I pour
right up against the foundation without any joint at all ?
2)The dog Run or walk along the side will be 6ft wide
by 46ft long and 4" deep, how many joints do I need within
that 46ft long walk and what kind ?
3)If using permenant wood joints...do I need to soak the
redwood joints with sealer or water seal and will this
warp the wood ?
Hopefully these questions haven't been asked already in the
notes conference. I did a search by title for concrete and looked
around but didn't see anything about concrete joints, I know
there is more than one (1) way to joint concrete. Any help
would be appreciated.
Thanks,
Jeremy
|
141.33 | One reporters opinion | LAGUNA::SEIDMAN | Fear Consultant | Fri Apr 28 1989 14:43 | 33 |
| I recently did a very similar project along the side of my home.
My suggestions FWIW;
1. No need to put an expansion joint along the edge of the exisiting
foundation. Just pour it right up to it.
2. I'd recommend expansion joints about every 10' across the length
of your run.
exisiting foundation
------------------------------------------------
| | | | |
| | | | |<----expansion joints
------------------------------------------------
^
|---What is on this side? Fence? You may or may not need to leave
in place the 2x4 used to form the concrete. In my case I had a
wood fence. I laid down a 2X4 for the form and left in place.
Otherwise, concrete would have oosed through to my neihbors side
and not looked to nice.
As far as I can tell . . .
Avoiding cracks in concrete seems to be just dumb luck. I've tried
a gravel base topped with sand, expansion joints etc., I still get
cracks. There are so many variables, the mix, drying time, soil
conditions, earth quakes it just comes down to . . . well, luck.
Regards,
Eric
|
141.34 | one reply | SCRUZ::FIGUEROA_JE | Reboot the beast | Tue May 16 1989 18:35 | 6 |
| Yo...
Eric, thanks for the info on the expansion joints
and overall feedback. I didn't realize I'd get such a large
turn-out on this topic..Thanks everybody....just kiddin.
Jeremy
|
141.27 | for a trailer and car? | AIMTEC::BURDEN_D | No! Your *other* right! | Wed Jun 13 1990 16:27 | 9 |
| How about the proper thickness for a slab to park a car trailer
(1200 lb) and possibly a car as well (add'l 2200 lbs or 3400 lbs
total)? Do I need to use rebar?
Also, it will be located right next to our garage. Do we need to
'connect' the new slab to the current garage slab or can they simply
be butted up to one another?
Dave
|
141.28 | | WARIOR::RAMSEY_B | Put the wet stuff on the red stuff | Wed Jun 13 1990 18:27 | 6 |
| Here in the south the most common thickness is 4". I have seen
occaisonal slabs as thick 6". You probably will not need rebar unless
you have a slab which is over 12 feet across. The two slabs can simply
butt up against each other. That way when settling occurs, you will
not have the two slabs battling each other.
|
141.14 | Gaps between floor and threshold | ULTRA::SEKURSKI | | Mon Jan 28 1991 09:38 | 27 |
|
This seems like the best aplace to put this note...
I'm finishing my basement. This weekend I put down a 7 ft. oak
threshold separating two rooms where the floor in one room is
slate tile and the other room is carpetting, everything rests on
a concrete slab.
The treshold was 1/2 in. oak. I routerd 1/4 in from underneath half
of it so that the treshold over-lapped the slate tile by half it's
width about 2 in. I used liquid nails to affix the treshold to the
cement slab (carpetted room) and to the slate tile.
The side that rests on concrete slab adhered beautifully with no
gaps and the full strength of 1/2 in oak. However the side over
slate tile has gaps in spots it looks like almost an 1/8 in.
I'm worried that the threshold may split. I'm planning on shimming
it and using some sort of caulking to hide the gap and shims.
I was thinking of using the grout I used on the tile floor. Is that
a good idea or should I by a tube of some special caulking ?
Mike
----
|
141.40 | New Store, Architectural Antiques | LUNER::MEANEY | Jim in the Mill @ DTN:223-3426 | Thu Feb 28 1991 15:05 | 29 |
| Announcement:
This is from the Newton (MA) Tab newspaper this week.
Now Open In Newton !
RESTORATION RESOURCES
Architectural Antiques
&
Quality Reproductions
Mantels, Doors, Bath Fixtures,
Woodwork, Hardware & More !
Also
Restored Jukeboxes, Coke Machines,
Neon & 50's Collectibles
311 Needham St., (corner of Oak St. near Marshall's Mall)
Newton, MA (617) 964-2036
[They are in an old red brick Mill building]
NOTE: Also entered in these conferences : Antiques and Collectibles
Coin Operated
|
141.35 | Expansion joint material | USRCV1::RHODESJ | | Wed May 15 1991 15:34 | 6 |
| What products are available to put in expansion joints? I have a pool
area that has many expansion joints that are filled with dirt and
weeds. I've cleaned out about half of them and want to put something
pliable in place of the dirt.
Jim
|
141.36 | Help, expansion joints for patio | DESERT::PALOMARES | De Buena Cepa | Tue Jul 13 1993 19:40 | 17 |
| Hi,
I'm preparing to pour a concrete patio, actually extend the existing
patio. The advice I need is:
What kind of expansion joints should I use?
A couple friends suggested I just create the joints using a trowel or
an edger. If the concrete should crack along these joints I can fill
them in with some sealer or silicon.
Should I do this or use felt, redwood, etc.
What are the advantages, disadvantages of using any of these methods?
Appreciate any help,
Rub�n
|
141.37 | | NOVA::SWONGER | Rdb Software Quality Engineering | Wed Jul 14 1993 10:18 | 11 |
| Creating joints with a trowel (which is quite common) will not
prevent cracks. Rather, it creates a pre-made weak spot for the
concrete to crack along when it expands and contracts. So, you will
end up with cracks, hopefully where you put the joints.
Using felt or redwood sounds like you'd have to actually make
separate blocks of concrete. I've never personally seen that done,
so I can't comment. If this works and doesn't take too much extra
skill/effot then it sounds like a good idea.
Roy
|
141.38 | need to "trowel" all the way thru | STUDIO::ROBBINS | | Wed Jul 14 1993 13:05 | 7 |
| When I lived in a warmer climate than New England's, we had a new
concrete driveway poured. Standard procedure back then (20 years ago)
was to pour a single slab, come back later with concrete saw, then
insert some sort of rubbery material. My parents still live there and
still no cracks.
Wendy
|
141.39 | FWIW: I've seen tarred felt | DAVE::MITTON | Token rings happen | Wed Jul 14 1993 18:24 | 7 |
| In my childhood home town (Dearborn, MI) we had concrete sidewalks and
streets. Expansion joints were built in using a heavy thickness of
some sort of asphalt/tarred felt. Typically installed inside the wood
forms before pouring (I think). Or inserted before the final
skreeding.
Dave.
|
141.10 | | CSLALL::NASEAM::READIO | A Smith & Wesson beats four aces, Tow trucks beat Chapman Locks | Tue Jan 09 1996 15:40 | 18
|