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Results 46 to 60 of 203
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15th August 2022, 11:51 AM #46
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15th August 2022, 11:55 AM #47
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Ah, sawhorses. Deserves a whole thread somewhere.
Before I started this project and despite woodworking for 40 years I somehow had zero saw horses. I looked around for designs that would be useful specifically for timber framing using Japanese tools and techniques. The design you see was popularized many years ago by Jay Van Arsdale, a woodworker in California who teaches Japanese carpentry. Plans are available on the internet. These are sturdy as heck. They don't need to be nearly as robust to support the work but the wide top is useful to keep the beams from sliding around. They are low so that you can sit on the beams while working them. The ones I made are little clunky/crude looking to my eye but I didn't fuss over the details. I used western red cedar since I thought I might use them outdoors where they can get wet.
My other horses, which I like much better for just keeping wood off the ground are these designed by James Krenov. Plans also all over the internet. Too light weight for pounding on them but they are great for taking up little space in the shop.
Krenov horses.jpeg
And then I did exactly one of these splay-legged horses based on a Chris Hall design and tutorial for learning Japanese roof layout. It required geometry similar to what is used in a hipped roof. Most sawhorses are slapped together and meant to be somewhat disposable. This one is a "forever" sawhorse. There is no glue (except for the laminated top) and no metal. Just joinery. It will support whatever you give it. But it is rather heavy and does take up a lot of shop space. One is enough for me.
6BBF959C-7F34-48CC-A45E-BF5DD3F1CEE3_1_105_c.jpeg
Ponies in the herd:
B379FF40-60C2-41CB-B26E-EE93AE83A768_1_105_c.jpeg
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17th August 2022, 02:25 PM #48
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- Jun 2014
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- Foot of the Dandenong Ranges
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- 60
40 years experience!
I knew your posted age of 22 was a joke. I kept thinking, how is a 22 year old this well set up in the workshop and so good already at woodwork?
I love the saw horses. Especially the Chris Hall designed one. You're right. They DO deserve their own thread.
Lyndon
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18th August 2022, 12:36 AM #49
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GRadice, international man of mystery!
I actually just turned 70, but that's just between you and me.
The Hall saw horse has some wonderful layout challenges. The legs are not square in section but rather slightly diamond shaped to accommodate the splay angles. And then compound angled mortice and tenons join the legs to the top. It took me many mistakes and several tries to get the drawings right.
Yesterday was a bad day. I dropped my large framing slick on the concrete. Of course it landed on the cutting edge. No catastrophic damage but it did take me three hours to resharpen it. It is possible to speed up sharpening using electric grinders but that usually is not done with Japanese tools because of the risk of heating them up too much and losing temper on the edge. So coarse diamond stone for most of the grunt work. I considered it penance.
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18th August 2022, 09:04 AM #50
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18th August 2022, 01:14 PM #51
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I'm fine with being 70, too. Although, I was talking with a friend about the same age yesterday who was raving about his e-bike. He said, "When you ride it, it makes you feel younger and stronger!" I said, "SOLD!"
Here is a new-to-me way to peg a mortise and tenon joint that I've decided to use on my shed. I learned of it from Jon Billing, an American who moved to Japan to learn carpentry and woodworking and writes a blog once per week that I very much like:
Notes from the Shop - Big Sand Woodworking Blog
Pegged mortise and tenons are probably centuries old. As far as I know, in the West pegs are round but in the East they are mostly square. I have no idea why the difference. Does anyone here?
Staying with Japan, also as far as I know the tradition is to orient a square peg, a komisen, 込栓, with its sides parallel to the posts and beams horizontally and vertically. But according to Jon Billing and his sources, a new and better way is to rotate the square peg 45 degrees and kerf the end of the end of the tenon. When draw bored and under tension the peg then expands and wedges the end of the tenon in its mortice. The greater the tension, the greater the wedging action.
I have not seen the engineering data but intuitively this seems brilliant to me. And since I'm building a garden shed and not a hospital I decided to try it. I have some stub tenons to further resist twisting of the floor beams.
FDD91265-71CD-45BC-BACC-F02DCD244F88_1_105_c.jpegF8A6C159-474F-42C5-9457-DA5975A6DA37_1_105_c.jpeg
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18th August 2022, 02:29 PM #52
Everything is wrong with 70 if you are approaching it from the right side. In 4 years I doubt my health will be any better (it's not too bad now though) and I'm damn sure I won't be any wiser...perhaps just a whisker more knowledgeable, with luck. Certainly gaining knowledge from this excellent thread!
They didn't have a lathe to make a round tenon?Maybe it's a decorative thing? Making a square peg fit a square hole is probably easier and more accurate than making a round peg fit a round hole (no, don't go to the obvious....)
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18th August 2022, 04:04 PM #53
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And just in case my description of the rotated square peg and kerfed tenon wasn't clear, here is a model of what one will look like from the tenon side:
29301912-A4F5-45BB-B56D-11F7028D406A_1_105_c.jpeg
I have read that that in the Western tradition sometimes holes were drilled round and square pegs were pounded into them. The corners of the peg bit into the circumference and held fast.
"A square peg in round hole," nowadays means to be a misfit but back in the day apparently it was meant to refer a solid, stalwart person who could be relied upon.
Can anyone confirm this story?
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18th August 2022, 05:55 PM #54
That's very interesting, isn't it.
Making a round hole is easy, but making a round peg is not.
It is MUCH easier to make a square peg and knock the edges off it with a plane.
Hammering an octagonal into place forces a bloody tight fit.
Are there any Shaker experts here who may have seen this? My Shaker woodworking bible (a monster of a tome) is in storage
1-a-pegs.jpg
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21st August 2022, 02:05 PM #55
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That rationale makes sense, thanks.
I might be a little delayed in posting on shed progress for awhile since today we welcomed this little girl to our household. We have named her "Willa." Nine week old Golden Retriever. She joins a nine year old GR named Stella and a four year old Siamese cat named Sky. So far, all is surprisingly tranquil.
2786228F-E0BC-4686-B7D8-A2DFBAC7FBFE.jpeg0CCB132D-A4C8-4D65-98DE-1B7BA0B38BE7_1_201_a.jpeg
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1st September 2022, 01:42 PM #56
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I finished the 28 post mortices and I'm on to the three way joint between the post, a tie beam on the short axis of the shed, and an eave beam on the long axis. This particular framing joinery is called oriokigumi 折置組 and apparently is used mostly for barns rather than residences because it requires a tie beam on every post. That limits design options for residences. But fine for my simple shed.
Here is a pic of a joinery model in a book. The tie beam sits on the post and eave beam sits on the tie beam. The joint between the tie beam and eave beam is a cogged lap joint, in Japanese called a watari ago 渡腮. I have read that is as strong as a half lap joint but removes less wood. I cannot confirm that but I'm doing it anyway.
E2BEF7EB-854E-4C13-9A31-7CB686269EE8_1_201_a.jpeg
I've started on the tie beam half. I did the through mortice first using a drill, chisels, and slick. I also used a fake tenon with pencil/graphite scribbled on its surface to mark contact points and a square to make sure the mortice sides were right. For the rest I used hand saws, chisels, slicks, and a router plane. I tried a router, too, but that was too scary and noisy and required a template and such. If I was doing many of these i would definitely grab a router but for six joints and no deadline I've decided to use hand tools. I'm still working it out. By the time I'm done with the sixth one I might have a method I like.
Here is one half joint done. I seem to be able to do two per day, which is fine with me. The little bevel in one corner is to accommodate a decorative chamfer on the eave beam.
8C6A589E-935C-4D32-B050-7BF4249D423F_1_201_a.jpeg
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4th September 2022, 12:22 PM #57
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I finished the joinery for the three tie/cross beams. The mortices in the centers are for the equivalent of king posts that will support the ridge beam. The beams still need to be finish planed and chamfered. I'll either paint the end grain or apply copper caps. All that will come after all the shed joinery is finished.
hari beams - 1.jpeg
Edit: in case my descriptions haven't been clear, these beams are the ones shown here in dark brown.
hari beams - 1 (1).jpeg
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6th September 2022, 01:26 PM #58
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Instead of finishing the post/eave/cross beam joints I decided to work on the floor beams. Only because I already have them in my shop. Less work than moving them out and moving the much longer eave and post beams back into the shop from outdoors.
Here is one end of one floor beam. Those little half arrows are for wedges that will pull a matching tenon in tight to the beam and the post. The joint is a little rough as my first attempt, but since I thought it might be, I started with the one in the back of the shed that faces down or hidden in a post so almost none of this will be visible in the finished shed. I'll do the the other one that will be front and center later.
E61D1480-E85F-4D3C-9E3A-F852F2CB4268_1_201_a.jpeg
Here is the location of this floor beam in the shed:
Ashigatame.jpg
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6th September 2022, 01:56 PM #59
You have to admire the mindset of the original carpenters from eon's ago who developed these joints, no doubt there would have been a lot of trial and error involved
The person who never made a mistake never made anything
Cheers
Ray
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7th September 2022, 08:55 AM #60
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- Feb 2015
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- Hobart
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- 77
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Ditto!
I was wondering if these complex joints were developed to erect wooden structures without the need for fasteners and to be flexible enough in the event of an earthquake for the joints to interlock in "all" directions to prevent the structures to fall apart as a result of the shaking & quaking?
And another question is which joint to use for what... !!
Cheers
Yvan
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