crane operator
Senior Member
I've been sitting precast all day- so tend to think too much.
The wind was blowing about 15-20mph today, and as I swung off the building, the cable chokers (30') were back swayed a little with the wind, but the 15' tag line was trailing back 10'. I've seen the hoist cable have sway / bow from wind also.
They have been advertising new synthetic hoist lines for big all terrain cranes (liebherr). They can save weight/ gain chart by installing synthetic hoist lines -think 6 parts of line with 200' of boom- that's a lot of cable weight.
Here's my issue:
What's that hoist line going to look like with 200-300' of boom with only a ball hanging from some 250 ton crane, with a 20 mph wind? It's going to be flip flopping around like mad. Or have 50' of back/side drift downwind. I've had the hoist line, going up the back of the boom, flop around pretty good in the wind- I've seen them flip around and hook on a jib bracket. Sometimes if you're turned to the wind right it will set up a side to side motion that rocks the crane. That light synthetic stuff is going to be way worse. Ever watch your A2B cable flop around on the side of the boom?
The synthetic lines can take no abrasion at all. Think how nice that will be to replace 1500' of it on a winch when the wind pops it over a sheave, or you line down through some I- beams setting steel, and they drift you against the upper steel, or against precast concrete. Setting pumps in a concrete sewer riser? Threading a downspout in a feed mill. All places you can get your hoist line up against steel or other abrasions. I'm sure the engineers will say "that's not supposed to happen".
I don't think the engineer's ever put that kind of stuff in their modeling, they shouldn't let those guys near a new crane until they've run one for 5 years. This is great cheap way to gain a thousand pounds of chart, but there's no way anyone with any real world crane experience can think this a good solution.
The wind was blowing about 15-20mph today, and as I swung off the building, the cable chokers (30') were back swayed a little with the wind, but the 15' tag line was trailing back 10'. I've seen the hoist cable have sway / bow from wind also.
They have been advertising new synthetic hoist lines for big all terrain cranes (liebherr). They can save weight/ gain chart by installing synthetic hoist lines -think 6 parts of line with 200' of boom- that's a lot of cable weight.
Here's my issue:
What's that hoist line going to look like with 200-300' of boom with only a ball hanging from some 250 ton crane, with a 20 mph wind? It's going to be flip flopping around like mad. Or have 50' of back/side drift downwind. I've had the hoist line, going up the back of the boom, flop around pretty good in the wind- I've seen them flip around and hook on a jib bracket. Sometimes if you're turned to the wind right it will set up a side to side motion that rocks the crane. That light synthetic stuff is going to be way worse. Ever watch your A2B cable flop around on the side of the boom?
The synthetic lines can take no abrasion at all. Think how nice that will be to replace 1500' of it on a winch when the wind pops it over a sheave, or you line down through some I- beams setting steel, and they drift you against the upper steel, or against precast concrete. Setting pumps in a concrete sewer riser? Threading a downspout in a feed mill. All places you can get your hoist line up against steel or other abrasions. I'm sure the engineers will say "that's not supposed to happen".
I don't think the engineer's ever put that kind of stuff in their modeling, they shouldn't let those guys near a new crane until they've run one for 5 years. This is great cheap way to gain a thousand pounds of chart, but there's no way anyone with any real world crane experience can think this a good solution.