 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
 |
| |
REPP-CREST
1612 K Street, NW
Suite 202
Washington, DC 20006
contact us
|
|
 |
|
 |
|
 |
| Strawbale Archive for April 2001 |
 |
| 99 messages, last added Tue Nov 26 17:41:45 2002 |
[Date Index][Thread Index]
Re: SB: Small, cheap, easy, and temporary
Sgrìobh luc:
>My thoughts are a square, approximately 15x15 structure with as
>simple a foundation as possible (just packed earth with some sort of
>covering?), unfinished (i.e. no stucco, adobe, etc.) load-bearing
>walls (pinned with rebar?), and a simple, inexpensive roof. We
>would integrate several salvaged single-pane windows and one door
>into the walls, probably using lintels above each, and have a
>lean-to type roof, possibly of tin (or of sheets of translucent
>plastic?). I would intend it to be designed to last a couple of
>years or longer.
>
>I'd really appreciate suggestions, ideas, or the wisdom of
>experience to inform this project. What kinds of foundations might
>we consider? Would packed earth work?
For a strictly temporary structure which isn't intended to be air
tight, you can build it right on the ground. Make sure that the
slope immediately around it is away from it, at least slightly, so
that water doesn't collect in the building area.
> Does it seem plausible to build load-bearing walls?
Certainly.
> What sort of roof plate or other roof structure should we
>consider? How should that be attached to the foundation? What
>kinds of roofing materials should we consider?
Probably one of the easiest from conventional materials is
plywood or OSB decking, with roofing paper on top of that and then
shingles nailed down. However, you're going to have to dispose of
the shingles at some point in the future. For a temporary structure
I would question the wisdom of using something which should last
twenty years and can't really be re-used easily. Instead, you might
try a simple earthen roof, since failure of the roof would not be
catastrophe. The simplest earthen roof is decking over rafters, a
layer of 6-mil poly plastic over the decking, (an optional layer of
used carpet to protect the plastic,) a layer of carefully sifted dirt
perhaps an inch thick on top of that, a second layer of 6-mil poly on
top of that, and then perhaps three inches of dirt on top of that.
Seed with grass. Then, when you take the structure apart, all
materials are re-usable, especially if you use square-drive screws to
attach the decking to the rafters.
> Are there other methods than rebar that we should consider for
>securing the bales to one another?
Yes. Internal rebar turns out to be greatly inferior to exterior
pins. With exterior pins you put pins in pairs on either side of the
wall and tie them together tightly through the wall, using baling
twine or wire. That puts the stiff part of the wall on the outside,
where the movement is, instead of on the inside. It's like using an
I-beam instead of a piece of sheet metal. It's not much more
difficult and will give you an extremely strong structure. And, it
can be disassembled. For the pins you can use bamboo, stripped
saplings, rebar, or what-have-you.
In February 1998 I built a load-bearing shed much as you
describe. I used it for tool storage and sometimes as a workshop out
of the rain. I hadn't intended to still be using it this long, but
it's holding up fine. Awhile back I wrote an account of it, with
lessons learned. I've reproduced it below. I hope that this helps.
-Speireag.
---
I built this thing in February, during a thaw when we could
shovel down to the ground (through the snow). I laid the first row
of bales directly on the ground, but I wrapped plastic around three
sides: the underside, the outside and the topside. I left the
inside open so that vapor could get out. The underside was necessary
to keep ground moisture from going directly up into the bale walls,
the outside was necessary to keep runoff from running into the bales,
and the upside was necessary to keep the outside up. If you follow
me.
Exterior dimensions are roughly twelve by twenty-one feet. A
single doorway in one of the short ends provides access. We hung an
old blanket there for privacy and protection from the wind.
I laid out the bales and then did a running bond. At the time I
had no tools to make half-bales, so I just did the best I could by
stacking regular bales sideways. That means that I have a bit of a
shelf on the inside (good) and on the outside (bad).
Mistake #1: No half bales, because we were rushed. Take the
time to make half bales and do it right.
We stacked things up so that the roof would be low but well clear
of our heads. If memory serves, it's five bales high on the south
side and seven bales high on the north side. The south side had two
windows one bale wide, for light. In order to provide the roof with
something to bear on where the roof crossed the windows on the south
side, I put down two long but twisty trees, each maybe three inches
across at the thickest, along the south side, where I left two
windows. These trees seemed totally unsuitable at first, but I
figured that the weight of the roof would pin them in place with no
additional fastening. I was right.
However, the two windows meant that the roof on the south side
was supported by fewer bales, which meant that fewer bales were
holding up the same weight, so there was more weight per bale.
Therefore, the south wall sank further than the north wall when the
walls compressed. That was good, because that was the way I wanted
the slope, but the south wall sank a lot, and I now cannot stand up
all the way anywhere inside that shed.
Mistake #2: Didn't make the walls high enough, because I didn't
think that they'd compress that far.
On top of the walls, I laid vigas across the top, from the south
wall to the north, so that they were parallel with the short walls.
On top of these, I screwed down OSB (oriented strand board), which
was cheaper than plywood. I screwed right through the OSB and into
the green vigas. Worked fine, but the screws tended to strip.
Mistake #3: Used Phillips-head screws, not square-drive. In
every other phase of my house construction I used square-drive
screws. I cannot emphasize enough how important this is and how easy
it makes certain things. This is one of my cardinal rules now.
Remember how Build it With Bales has all sorts of recommendations on
this and that but when they come to a toe-up, they say, "Just do it.
Trust us." Well, when it comes to square-drive screws, just do it.
Trust me. (And for those of you who say that the bits strip, you're
buying cheap bits. I've been ordering from McFeely's Square Drive
Screws in Virginia, and the bits last for well over a thousand
screws, and that's with some awkward screwing and some camming out.)
On the north wall, the long wall without windows, I simply laid
the vigas on top of the bales. I didn't put any kind of beam up to
distribute the weight along that wall.
Mistake #4: Didn't put a bearing beam on the north wall. So the
bales compressed differentially. This turned out not to be a big
deal, but it would be easy to fix and for the next temporary
structure I'd lay out two more twisty trees, just like on the south
wall.
On top of the OSB, I laid down two sheets of 6-mil polyethylene.
On top of that I put a layer of cardboard to protect the poly, and on
top of that I put a layer of bales, because I wanted to experiment
with the bale roof. This resulted in a very heavy roof, which I knew
in advance, but I didn't fully appreciate how heavy. The walls
compressed more than I thought (see mistake #2), and the walls began
to buckle.
Mistake #5: I didn't brace the walls before loading the roof
with bales and then getting them sopping wet. I had to retrofit that
spring. I took 2x4's and ran them in parallel, at an angle, on
either side of the bale wall, so they went from ground to roof
diagonally. I drilled each 2x4 three times (the long way; through
the 3.5-inch dimension), ran all-thread through the walls and the
2x4's, and screwed those suckers together. That braced the walls up
very well, and the whole thing has been stable ever since.
Except the east wall. That's the one with the door in it, and
it's a short wall. So, there's not enough wall to brace against the
weight of the roof once the south wall compressed a lot and the north
wall wanted to head south. I had a cargo trailer (forty feet long)
parked behind the shed. I ran a chain from one of the roof vigas
where it poked out on the north side and chained off to the frame of
the trailer. That stopped the southward movement of roof and walls.
A few weeks ago I took the chain down; it was slack anyway. At some
point in the year after I chained it, the walls decided not to move
any more.
Mistake #6: Not enough wall on the east side to brace the
corners enough. Make your walls long enough to brace the other
walls, and put your doors far enough from the corners so that the
corners have lateral bracing.
Even with all the mistakes, it still works great. I have all
kinds of tools out there. The door has no frame and no door; it's
just a doorway. The windows let in light. During construction we
had the composting toilet out there for everyone to use, vented to
the outside on the west wall. The only signs of decay at this point
are around the edges of the roof where the poly has succumbed to the
ultraviolet and fallen apart, so the edges of the OSB are soaking up
some water on the east side. However, the OSB is still holding the
roof up fine and I expect it to last for a few more years until I
build the real shop / shed / carport / wood pile.
It's very sturdy. Check the archives for my story about how I
felled a very large oak tree onto it.
--
Speireag Alden, aka Joshua Macdonald Alden
...the last word in ignorance is the man who says of an animal or
plant: 'What good is it?' --Aldo Leopold, _A Sand County Almanac_
-------------------------------------------------------------------------
To unsubscribe from the list, send a message to:
<strawbale-unsubscribe@crest.org>
or for the digest to:
<strawbale-digest-unsubscribe@crest.org>
Please send any list administration questions to
strawbale-owner@crest.org
 |
 |
|