Aye ...best order a new one asap. I did the same as you to speed up the door when using the inline . Didn't work for me anyway . The door will open much too quick and literally comes back down in freefall .View attachment 54293
You've obviously opened one of them as well
Work have a new baler got this year . (only collected last night in massey colour`s ) . Only made 5 bales today when i headed back to the yard to modify that restrictor . The older version had been bored out completely which would have been a 6mm hole it was fast alright . This one i`v only bored out to 4.5mm and happy enough with it . But the speed before that was pathetic especially closing . Now the baler here is inside in a goweil wrapper so it`s the wrapper control box work`s the door . Did you bore it out completely .Aye ...best order a new one asap. I did the same as you to speed up the door when using the inline . Didn't work for me anyway . The door will open much too quick and literally comes back down in freefall .
I usually learn my lessons the hard way .
New lights and reflective tape on a trailer for one of the newer members of the Carlow Grain Barons Club
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I might hire the 885 to draw View attachment 54305
Around 11pm last night I was starting to wonder if @Danielk was right.
But another hour of fighting, oil dripping on my face and a small bit of swearing had a big fat grin on my face.
The puddle of oil would indicate why this is being done. What you can't see in the photo is the 3-4mm end float and 1-2mm of wobble.
I was lucky it didn't disintegrate and get sucked into the engine
Did you drop the sump and check the oil pickup? They've a habit of blocking on those.
Seeing as we're on the subject, did you check /replace the maze of breather hoses under the manifold?Yeah the first job I did when I got it, scary amount of crud down there
Seeing as we're on the subject, did you check /replace the maze of breather hoses under the manifold?
The same has been done the same here and been successful. there was ground filling built up to yard level here to erect a shed. it was left idle for ~2 years and subsided maybe 20 inches at the deepest part(8 feet high). Rainwater helped a great deal to accelerate the process. The filling was graded with a 3cx so there wasn't huge expense spent at compacting it. However I wouldn't like to build a shed on unstable soil. For your purposes there's no issue, the soil is there for 20 years or more probably. On this farm the cement yard has collapsed under the circuit lap of the silage contractors, but that's only 2 inches deep in places. If you have 4 inch concrete in a shed it'll last longer than you.One project for this year will be concreting one side of the sheep shed. Currently on earth floor.
The floor in at the moment is clay. And well compacted from years of sheep on it.
Would lads consider well compacted clay to be man enough as a base for concrete?
Or dig deeper and put in a layer of stone and compact that?
Agreed, I would rather spend my money on extra concrete over spending it on removing compacted clay and replacing with stone.The same has been done the same here and been successful. there was ground filling built up to yard level here to erect a shed. it was left idle for ~2 years and subsided maybe 20 inches at the deepest part(8 feet high). Rainwater helped a great deal to accelerate the process. The filling was graded with a 3cx so there wasn't huge expense spent at compacting it. However I wouldn't like to build a shed on unstable soil. For your purposes there's no issue, the soil is there for 20 years or more probably. On this farm the cement yard has collapsed under the circuit lap of the silage contractors, but that's only 2 inches deep in places. If you have 4 inch concrete in a shed it'll last longer than you.
If there is going to be machinery going over it steel might be worth consideringFigured as much. We are going to have to remove a bit of clay just to get levels. But I might just hire one of those ride on rollers to pack everything down afterwards. Have a very reasonable hire firm locally.
The shed has been there 15 years. or the bit were concreting anyway. And next years bit a good 25 years.
Are fibers worth the extra just for added strength?
Mind you the oldest shed here is 4inches concrete and has a few cracks from settlement but nothing that you'd look twice at!
Only mucking out once a year.If there is going to be machinery going over it steel might be worth considering
All the sheds here are pretty much the same as your describing, might have been a bit of 804 or dust put in under in spots just to get the levels fairly right. No problems with any of them yet anyways. Probably 5ish inches in most of them no fibres or steel in any of it
deep clean?
Aye, once a year I'll do a bit more then just point the washer at it
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He gets the woman out on her day off with a bucket , sponge , Hoover, polish...