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UK diy (uk.d-i-y) For the discussion of all topics related to diy (do-it-yourself) in the UK. All levels of experience and proficency are welcome to join in to ask questions or offer solutions. |
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#1
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pergola and lap joints
If I need to join two pieces of wood to make the overall length of a pergola longer than each individual piece of wood , would a half lap join be the correct method ? If so how do i stop water getting in between the joints ? In addition would coach bolts be a recommended method to ensure the horizontal pieces did not move from the vertical posts? Thanks Andrew -- To reply via email, first reverse the address below then replace the (at) with @ and the (dot) with . moc(tod)xepip(tod)lsd(ta)spuorgswen_werdna |
#2
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On Fri, 01 Apr 2005 19:00:44 +0100, Andrew Welham
wrote: If I need to join two pieces of wood to make the overall length of a pergola longer than each individual piece of wood , would a half lap join be the correct method ? If so how do i stop water getting in between the joints ? In addition would coach bolts be a recommended method to ensure the horizontal pieces did not move from the vertical posts? Thanks Andrew This joint will not be as strong as unjoined single bit. I buy floor joists for this type of activity, most builders merchants deliver. Rick |
#3
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"Rick" wrote in message ... On Fri, 01 Apr 2005 19:00:44 +0100, Andrew Welham wrote: If I need to join two pieces of wood to make the overall length of a pergola longer than each individual piece of wood , would a half lap join be the correct method ? If so how do i stop water getting in between the joints ? In addition would coach bolts be a recommended method to ensure the horizontal pieces did not move from the vertical posts? If you have to join two beams, try this method:- Cut horizontally along the centre of one of the beam ends, for about a foot. Now cut down from the top of that beam at an angle of 45 degrees until you intercept your initial lengthwise cut - make sure you cut at the correct sort of 45 degrees, i.e. so you end up with an internal angle of wood. Slice the , oh stuff it, I'll try some ascii art, it never works but here goes. ---------------------/ / /-------------------/ / -----------------------------------/ Cut one beam as shown, ( side view shown ) then the other to fit this exactly. Make the cuts at 45 degrees, the angles shown above are all I can get with ascii art. You could stick a couple of long screws through the joins, along with waterproof exterior glue to add stregth. Andy. |
#4
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andrewpreece wrote:
Slice the , oh stuff it, I'll try some ascii art, it never works but here goes. ---------------------/ / /-------------------/ / -----------------------------------/ Hmm, let me fix that for you (monospaced font and no tabs is the trick) ;-) -------------------/ / /-------------------/ / -----------------------------------/ AKA a scarf joint... another version (cuts would be smooth and not stepped in real life!) A B // // ------------------- ----------------------------- / /___ ---___ ---___ ---___ --- / / -----------------------------/ /------------------ // // // // // // A B Bolts right through at A and B (countersink the heads flush if you want), waterproof wood glue in the joint first. -- Cheers, John. /================================================== ===============\ | Internode Ltd - http://www.internode.co.uk | |-----------------------------------------------------------------| | John Rumm - john(at)internode(dot)co(dot)uk | \================================================= ================/ |
#6
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"Jeff" wrote in message .. . "Rob Morley" wrote in message t... In article , "Jeff" says... "John Rumm" wrote in message ... andrewpreece wrote: Slice the , oh stuff it, I'll try some ascii art, it never works but here goes. ---------------------/ / /-------------------/ / -----------------------------------/ Hmm, let me fix that for you (monospaced font and no tabs is the trick) ;-) --------------------/ / /-------------------/ / -----------------------------------/ surely it should be like this :- (if it works) --------------------/ / /-----------------/ / ------------------------------/ No, definitely like this: --------------------/ / /-----------------/ / ----------------------------------/ You did understand the bit about using a fixed-width font, didn't you? am I seeing something different to everyone else ? it should be 2 x 45 degree cuts shouldn't it ? is this a quirk of different news readers or am I missing something ? Regards Jeff I'm glad you're seeing it too! Much to my amazement my original ascii art came out ok, 2 x 45 degree cuts as you say, then everyone else starts to 'correct' it with all manner of unsawable or at least impractical diagrams. I have come to the conclusion that the original sender of ascii art is unable to see it as others see it - each newsreader/mail program interprets it differently!? Andy |
#7
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Jeff wrote:
Yup , thats it, just had a play with OE view, text size and using the different settings you can make them all correct in turn, which means ascii art is pointless as everyone has different settings / readers Yes, you are right. However, there _is_ a common standard for ascii art - it must be rendered with a monospaced font (i.e. non proportional). You also need to use hard spaces to position items since tabs are not a fixed size but can be interpreted differently at whim. Have a look at a posting on google groups: http://groups-beta.google.com/group/...ecca883967b539 http://tinyurl.com/4cqen That shows you how most folks will see it. If you use a proportional font (as OE does by default) then you have the problem that it will look wrong for anyone else not using the same font on the same platform - and in some cases you may find that getting the same representation on another platform is impossible. Whereas just about every platform has the option display a monospaced font. If you routinely read news with a proportional font, you can switch to just about any fixed width one, and get the desired result when a diagram makes no sense. If however you read with a fixed font but need the switch to a proportional one to view a diagram, you then have the problem of which proportional font to choose since they will all make it look different! -- Cheers, John. /================================================== ===============\ | Internode Ltd - http://www.internode.co.uk | |-----------------------------------------------------------------| | John Rumm - john(at)internode(dot)co(dot)uk | \================================================= ================/ |
#8
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Jeff wrote:
"John Rumm" wrote in message ... andrewpreece wrote: Slice the , oh stuff it, I'll try some ascii art, it never works but here goes. ---------------------/ / /-------------------/ / -----------------------------------/ Hmm, let me fix that for you (monospaced font and no tabs is the trick) ;-) -------------------/ / /-------------------/ / -----------------------------------/ surely it should be like this :- (if it works) --------------------/ / /-----------------/ / ------------------------------/ btw as said before I would use a floor joist and not have a join Regards Jeff Jeff One part may have forgotten to mention is that the joint would be on top of a post, to support the weight, I would never dream of making a joint between posts. Andrew -- To reply via email, first reverse the address below then replace the (at) with @ and the (dot) with . moc(tod)xepip(tod)lsd(ta)spuorgswen_werdna |
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