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Thread: Bench build, elongating holes for movement

  1. #1

    Question Bench build, elongating holes for movement

    So I am going at a Roubo style bench build following (more or less) the benchcrafted split top plans. I haven't actually decided whether to split or not yet, but in thinking about this, I started pondering wood movement a lot.

    I can't for the life of me find anywhere in the plans that the spax screws driven through the upper rails into the tops are in elongated holes? Am I missing that or is it just assumed we will do it (or does benchcrafted think it unnecessary?)

    Speaking more generally, do you typically elongate (such as an oval) the clearance hole, or do any of you sometimes do a pivoting type of hole (creating almost an hour glass) so the screw actually levers rather than the wood sliding (can wood even slide past a tightened lag or bolt?)

    Last question here concerning movement: At what point do you leave clearance in a mortise for tenon movement. I ask for the stretchers and the top mortises both. I have seen recommendations for double tenons when a tenon would be too large otherwise (I think its usually over 4") but I don't see how two tenons coming from the same piece of wood wouldn't move the same distance as one large tenon...? I wanted to make some really large legs, but if they go at 6" or so I want to ensure a tight tenon through all seasonal movements.

    Thanks for any thoughts on all this moving
    Tyler

  2. #2
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    There's no space needed for clearance in the mortises.

    Those are glue joints - expansion forces are directed elsewhere.
    My split top is held on with only two screws up through each half of the top,
    in the space between the stretchers, toward the middle.

    I want the top to expand away from the center, so that the center batten can be used as designed.
    If you're not satisfied with the grip a few screws offer, bullet shaped dowels are traditional.

    Tops like these are massive, and will resist movement due to their high moment of inertia.

    Start with few screws, add them only if necessary.

  3. #3
    Good to see someone else is considering a split top bench.

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    I use a pivoting hole in table tops and such since generally I'll find a way to mitigate some of the change, such as pinning in the center and allowing expansion in the outside screw holes (such as Jim mentions). On large tables I've split the top then provided each half with the same treatment.

    The benchcrafted plans show an upper stretcher, this locks in the wood which is the reason why they split the top. The top can expand from the outside tenons toward the center. I would prefer a bullet dowel like Jim mentions, but a screw would work as well.

    If each side of your top is 10" and you have a 4" wide leg you are dealing with the 6" of top that extend past the tenons shoulder toward the center on each side. 6" of white oak over 5% relative humidity change will move about 1/8" so, to be safe I would plan around 1/4" of slack.

    Solid top roubos, from what I have seen, do not have upper stretchers, they use the top as the stretcher so to speak. They also utilize a rather narrow top and simply rely on a slight bit of slack in the joints at the base to give it it's 1/8" of movement over the seasons in my estimation.
    Last edited by Brian Holcombe; 12-04-2014 at 8:27 AM.
    Bumbling forward into the unknown.

  5. #5
    I lost love for Spax screws since I had a brand new one snap on me. I would instead use lag screws.

  6. #6
    Quote Originally Posted by Prashun Patel View Post
    I lost love for Spax screws since I had a brand new one snap on me. I would instead use lag screws.

    Ditto that on anything wood bench or table related. Either bolt and nut type bolts or lags.

    (when specialty deck or wood screws have broken on me or bent and I've gotten a glimpse at the metal in them, it's never looked that fine.)

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    I definitely agree. I drill and tap for regular bolts for bench related things. Table tops get heavy brass woodscrews but I cut the thread with a steel self-tapping thread first.

    I've considering moving to acme threads for some bench parts that get put through the wringer.
    Bumbling forward into the unknown.

  8. #8
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    For a Roubo style bench isn't it typical that the front edge of the bench is coplanar with the legs to facilitate clamping. To accomplish this you will want to fasten the top securely at the front edge and of the bench with the elonagted screw holes toward the middle. The gap will then absorb the seasonal movement.

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    I understood that a true Roubo bench has the legs attached to the top with a sort of half-lap through dovetail / mortise joint. There's no top stretcher and therefore no wood movement issues. The leg angle changes slightly as the top moves, but I've read it's not an issue.

    Barring that, I'd want mine to attach firmly at the front and expand and contract toward the middle and back.
    -- Dan Rode

    "We are what we repeatedly do. Excellence, then, is not an act, but a habit." - Aristotle

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    Does use of a laminated top (edge grain showing for the top face) change the calculation at all since the greatest movement will be up and down? You then wind up with a leg tenon that wants to move at right angles to the top. Note too, that on a true Roubo with the dovetail and tenon connection to the top that the leg face is what the leg vise will bear against thereby eliminating the likelihood that the top will be pushed away by clamping force. Could do that on a split top but it seems to be overkill? Maybe a bridle to fit the leg tenon?

    I'm thinking of using a spline running the length of the top stretchers to resist movement along the length of the top - the spline sits in a dado across the top. Haven't resolved movement across the short side of the front slab - and won't until I resolve the leg connection. For the back side, seems as though a couple screws would do?

    If this post is a hijaack rather than discussion continuation then maybe Prashun will delete it for me?

    Thanks, Curt

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    That half dovetail joint that most use is basically a bridle joint.
    Bumbling forward into the unknown.

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    I'm guessing here, but I don't think it makes enough of a difference to matter. Yes, the wood moves more one way than another but across 3" or 4" of thickness, it's trivial. The wood is often cut at tangential to the grain with somewhat varying angles. Rift-sawn edges are not really quartersawn even though some may be. Does 1/16" vs 11/128" matter? That's the kind of difference I think would occur (if any).

    Quote Originally Posted by Curt Putnam View Post
    Does use of a laminated top (edge grain showing for the top face) change the calculation at all since the greatest movement will be up and down? You then wind up with a leg tenon that wants to move at right angles to the top. Note too, that on a true Roubo with the dovetail and tenon connection to the top that the leg face is what the leg vise will bear against thereby eliminating the likelihood that the top will be pushed away by clamping force. Could do that on a split top but it seems to be overkill? Maybe a bridle to fit the leg tenon?

    I'm thinking of using a spline running the length of the top stretchers to resist movement along the length of the top - the spline sits in a dado across the top. Haven't resolved movement across the short side of the front slab - and won't until I resolve the leg connection. For the back side, seems as though a couple screws would do?

    If this post is a hijaack rather than discussion continuation then maybe Prashun will delete it for me?

    Thanks, Curt
    -- Dan Rode

    "We are what we repeatedly do. Excellence, then, is not an act, but a habit." - Aristotle

  13. #13
    I have used timberlok screws for years in outside projects (sheds, etc.) they are sort of an upgraded lag bolt. They seem to hold up. I used a couple for my workbench top.
    My HD sells them.

    Quote Originally Posted by David Weaver View Post
    Ditto that on anything wood bench or table related. Either bolt and nut type bolts or lags.

    (when specialty deck or wood screws have broken on me or bent and I've gotten a glimpse at the metal in them, it's never looked that fine.)

  14. #14
    Thanks for the heads up. At some point, I'll break my bench too and need to build, but I'll be interested in quick bench and not bench book bench.

    I looked them up, and they look like they are a slightly narrower replacement for specific traditional lags. Do they seem as strong (for example, the general use one says it replaces a 3/8" lag)?

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    Quote Originally Posted by David Weaver View Post
    Thanks for the heads up. At some point, I'll break my bench too and need to build, but I'll be interested in quick bench and not bench book bench.

    I looked them up, and they look like they are a slightly narrower replacement for specific traditional lags. Do they seem as strong (for example, the general use one says it replaces a 3/8" lag)?
    Why not acme threaded studs?
    Bumbling forward into the unknown.

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