BukitCase
Elite Member
- Joined
- Feb 17, 2012
- Messages
- 2,753
- Location
- Albany OR
- Tractor
- Case 580B, Long 460, Allis-Chalmers 160
I've had this old 6' back blade for nearly 40 years, both tractors it got used on are gone ALMOST that long - with the newer crop of (old) tractors, I put HF quick hitches on both, plus a couple spares for later mods involving the Case backhoe; one with a swivel for the hoe end, other to be adapted to the QA for the loader (still in sloooow process) -
But for today, I have a ditching job that runs alongside one of my 5 containers, within maybe 18" of (and parallel to) the container - this, in order to protect the corner supports from water soaking in and causing them to settle too much...
Anyway, said back blade was built long before QH's existed (at least around here), and there was NO WAY the top hook of a QH would clear the piece of angle that braces the top tower - so part of that angle needed to go, after getting replaced with NON-interfering things -
I forgot to get a pic of the BEFORE, you'll have to use your imagination to see the extra 3-1/2" of angle that USED TO BE between the toplink verticals, sorry...
Basically I just welded two pieces of 1/4"x2" flat bar in a vee shape, (enlarge the first and fourth pic to see) running from the part of the angle BEHIND the tower, out to the two SIDE braces of the tower - once that was done, I cut out the interference part - The piece you see BELOW the toplink holes is 1/2"x2" FB I welded in there decades ago - it just seemed flimsy without it.
'Nuff blather, here's the pics (including one of my smaller mig (MM211) on its all-terrain cart) ...Steve
Oh, and I offset the blade one notch (about 12" ) so it'll reach past the left rear tire while angled, (not really a mod, the holes were already there
) so I can pull all the swarf away from the drainage ditch without running over it first with the tires - one hole off of "square" lets the blade extend 14" past the tires.
Ultimately there'll be black visqueen draped over the container supports, with the edge down into the ditch a ways, and the containers (two, side by side) resting on those supports. should keep water away from the supports; dry clay doesn't settle near as much :thumbsup:
This is (or SHOULD be) actually part of my Container weld shop thread, found here, for those who are terminally bored
https://www.tractorbynet.com/forums...-weld-shop-build-61.html?highlight=floor+plan
(See, I haven't COMPLETELY lost it yet; now all I hafta do is figger out what "IT" is
)
But for today, I have a ditching job that runs alongside one of my 5 containers, within maybe 18" of (and parallel to) the container - this, in order to protect the corner supports from water soaking in and causing them to settle too much...
Anyway, said back blade was built long before QH's existed (at least around here), and there was NO WAY the top hook of a QH would clear the piece of angle that braces the top tower - so part of that angle needed to go, after getting replaced with NON-interfering things -
I forgot to get a pic of the BEFORE, you'll have to use your imagination to see the extra 3-1/2" of angle that USED TO BE between the toplink verticals, sorry...
Basically I just welded two pieces of 1/4"x2" flat bar in a vee shape, (enlarge the first and fourth pic to see) running from the part of the angle BEHIND the tower, out to the two SIDE braces of the tower - once that was done, I cut out the interference part - The piece you see BELOW the toplink holes is 1/2"x2" FB I welded in there decades ago - it just seemed flimsy without it.
'Nuff blather, here's the pics (including one of my smaller mig (MM211) on its all-terrain cart) ...Steve





Oh, and I offset the blade one notch (about 12" ) so it'll reach past the left rear tire while angled, (not really a mod, the holes were already there
Ultimately there'll be black visqueen draped over the container supports, with the edge down into the ditch a ways, and the containers (two, side by side) resting on those supports. should keep water away from the supports; dry clay doesn't settle near as much :thumbsup:
This is (or SHOULD be) actually part of my Container weld shop thread, found here, for those who are terminally bored
https://www.tractorbynet.com/forums...-weld-shop-build-61.html?highlight=floor+plan
(See, I haven't COMPLETELY lost it yet; now all I hafta do is figger out what "IT" is