Moose McAlpine
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What about a plasterboard/drywall lifter?
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u facciolu
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- italia lombardia brescia
thanks for the valuable suggestions, I'm a bit afraid the roof will have to be raised to 12 meters, I'm afraid for stability. I would not want the scaffolding to overturn. thanks anyway sorry english.
Last time I was using one with the forks , we were moving basically boxes that were about 40-70 kg (ish) coming down from wall mounts, all the wire rope system seemed a bit sticky and not the most freely moving lift system, I used to use genie sissor lifts a lot and found them much better for similar jobs but err price difference
Still use them from time to time tough
Stu
u facciolu
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Tabella Profilati metallici - Travi IPE
forgive the drawing, in any case I would have to make a sheet metal roof over a reinforced concrete slab, on one side there would be the railway, therefore I cannot place cranes, maximum a scaffolding, on the other a busy road, two buildings are built on the short sides , the attic in question is located on the second floor, therefore at about 10 meters high, plus the pillars and trusses, take into account about 12 meters, I think you are right at that height because of the wind effect it would be more plausible and reasonable to use a classic crane, that column with pulleys and cables at those heights would risk overturning, I think it does not have a large support base or a ballast weight, I would have to use adH type ipe beams or metal tubular boxes. Thanks again.
gaz1
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extra info here for you
Workshop Drawings
We are London clay, I dug to 8 foot for my pond, all clay. a membrane is essential for most stuff round here or it just sinks. sticking a concrete slab on that without piling will lead to a sizeable “underground bunker” given enough time… especially if you throw a wobbly lathe on top!
www.mig-welding.co.uk
u facciolu
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- italia lombardia brescia
thank you for everything, I will begin to account for expenses and estimates, let's get to what comes out, meanwhile, if maybe some user friend were kind enough to provide other information, I would be kind enough to take valuable insights thanks again sorry if I'm intrusive and boring. thank you
gaz1
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- 19,192
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- westyorkshire
now i like the wall jack it has its uses look it up but i will give you this one
Qualcraft Material Handling Wall Jack 2601
Fishpond United Kingdom, Qualcraft Material Handling Wall Jack 2601Buy . Homeware online: Qualcraft Material Handling Wall Jack 2601, Fishpond.co.uk
www.fishpond.co.uk
8ob
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- Nescient in the vale
Tabella Profilati metallici - Travi IPE
www.oppo.it
View attachment 302091
forgive the drawing, in any case I would have to make a sheet metal roof over a reinforced concrete slab, on one side there would be the railway, therefore I cannot place cranes, maximum a scaffolding, on the other a busy road, two buildings are built on the short sides , the attic in question is located on the second floor, therefore at about 10 meters high, plus the pillars and trusses, take into account about 12 meters, I think you are right at that height because of the wind effect it would be more plausible and reasonable to use a classic crane, that column with pulleys and cables at those heights would risk overturning, I think it does not have a large support base or a ballast weight, I would have to use adH type ipe beams or metal tubular boxes. Thanks ag
Thats a picture of an extension I have recently put on the side of a factory and my mate Toms crane lorry
Here`s the rest of it.
u facciolu
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- italia lombardia brescia
thanks again for your availability, you are very precious to me, thanks again forgive my intrusiveness and fussiness
Montacarichi da cantieri EHM400 | Sky Edilagro S.r.l.
Il montacarichi da cantieri ehm400 monofase che è possibile noleggiare alla Sky Edilagro ha una capacità di carico di 400 kg, una velocità di sollevamento di 12 m/min, massima altezza ancorata di 120m.
www.skysrl.it
u facciolu
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The Seven Deadly Sins of Trussed Rafter Construction - Part 1 | Local Architects Direct
Experience has shown that trussed rafters are not always well understood by the people who specify them or who erect them.
thanks for the valuable suggestions, let's see if I can make a homemade tool to hoist the trusses and put them in place thanks.
u facciolu
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in fact the idea was to reduce costs perhaps with a pulley system, a cable and a cheap manual winch such as those to pull the boat, the structure a scaffolding on wheels or a mobile jin pol, the weight of the trusses is around in spans, if I make the roof with a pitch, 2.5 bars of 6 meters are enough and I support them on the inclined pillars type potale only struts and bolts if I build the 2 pitch truss type pitched roof about 5-6 bars of 6 meters are needed for struts, tie rods and horizontal chain. if I don't call the crane I save 700 € uro per day of crane rental, I have to account for the expenses to cut costs, thanks for the right suggestions, I have to evaluate everything.
