

#22
Posted 14 September 2006 - 07:20 AM
Emax, on Sep 13 2006, 09:50 AM, said:
How about it, Lift Dinosaur?
You are correct, and as stated elsewhere, the prefered design is top drive, bottom tension. And the key to drive location is power supply, as RyanB stated. The other consideration is whether or not the lift manufacturer has a drive/tension station design available. On some older lifts, this was not possible. So if you had a fixed bottom drive, you ended up with a top return/tension. Top tensioning requires more force, which in some cases also increases rope diameter to comply with required safety factors.
#23
Posted 14 September 2006 - 10:15 AM
Lift Dinosaur, on Sep 14 2006, 11:20 AM, said:
LD,
Let's add something else for thought.
If you remember the older top drive with bottom tension lifts (I have not seen a new one lately) the carriage movement at the bottom was a sight to see. ** would you be able to build one today with hydraulic tension**?
And if you did build a TD/BT with Hydraulic tension lift what would have to happen to the rope diameter to handle the forces from the limited carraige movement?
#24
Posted 14 September 2006 - 11:27 AM
chasl, on Sep 14 2006, 02:15 PM, said:
Maybe you meant something else, but aren't a lot of lifts currently built with top drive and bottom hydraulic tensioning?
West Palm Beach, FL - elev. 9 feet
#25
Posted 14 September 2006 - 02:09 PM
chasl, on Sep 14 2006, 12:15 PM, said:
Let's add something else for thought.
If you remember the older top drive with bottom tension lifts (I have not seen a new one lately) the carriage movement at the bottom was a sight to see. ** would you be able to build one today with hydraulic tension**?
The older lifts with TD/BT that had some extreme carriage movement ("a sight to see") were generally of the a) lots of towers (125'-150' spans), b) relatively low tension (@24.000 #), and c) small rope diameter (1" - 1 1/4"). In the mid 70's an upstart Polish engineer who had formed his own company, named after himself, started using a) fewer towers (225'-275' spans), b) higher tension to keep the passengers from dragging on the ground (36,000#-56,000# using either concrete counterweights or hydraulic/pneumatic cylinders), and c) much larger rope diameters to compensate for the increased tension (1 7/16' - 1 5/8'). These were mainly on the triple chairs.
"And if you did build a TD/BT with Hydraulic tension lift what would have to happen to the rope diameter to handle the forces from the limited carraige movement?"
Modern lifts in a TD/BT arrangement routinely use hydraulic tensioning. The carriage movement is minimumized through the use of a gas-over-oil accumulator which absorbs the changes in pressure due to line-load changes and stops. Rope diameters now run in the 1 5/8'-40mm to 2'-50mm range.

#26
Posted 15 September 2006 - 08:30 AM
chasl, on Sep 14 2006, 12:15 PM, said:
Let's add something else for thought.
If you remember the older top drive with bottom tension lifts (I have not seen a new one lately) the carriage movement at the bottom was a sight to see.
I once operated an '84 CTEC that had exactly the characteristics you're describing. It was 1150' vertical, 5100' long, and when you hit a stop at full speed the carriage would rocket first forwards, then backwards. If a chair was near the load board it would knock the skiers over. The control panel was also attached to the carriage, so we ops became very adept at stepping out of its way.
The Flyer, at 9950' or so and 1910' vertical, does not have this kind of carriage movement due to the smooth tensioning of the hydraulic cylinders. I've seen the carriage move six inches over the course of the day, but that's mainly due to haul rope movement as the day warms up or cools off.
#28
Posted 16 September 2006 - 06:31 PM
Lift Dinosaur, on Sep 14 2006, 03:09 PM, said:
We load tested all of our lifts the last couple years (all yans) and the most carriage travel we saw was about 6 inches. Most lifts had nothing. I guess Yan had something there.
#30
Posted 14 November 2006 - 06:40 PM
#31
Posted 15 November 2006 - 08:21 AM
If life gives you lemons, make lemonade. And then find someone whose life is giving them vodka and have a party.
-Ron White
#32 Guest_skisox34_*
Posted 16 November 2006 - 09:28 AM
#33
Posted 17 November 2006 - 07:11 AM
I have heard a story about an old gondola in NH that went something like this. The guy I know who told me this story was working in the rental shop, which was located at the bottom terminal of this gondola. Two skiers came in, rather flustered, and demanded to know where the mountain manager was. The skiers then told my friend that they were minding their business, riding the gondola when all of a sudden the cabin was falling towards the ground. It then sprang back up. The lift kept moving, and then the cabin fell again and hit the ground. It then sprang up again. These guys got off at the top, skied down and found the manager to complain. My friend said later that day he was talking to the gondola attendant, and he told him that story. The attendant proceeded to say that he did see the concrete counterweight rocket up and then go back down into its hole, only to do the same thing again.
I was skeptical about this story, but I wanted to know if this is possible. And by the way, this lift is no longer in service.
#34
Posted 17 November 2006 - 08:44 AM
#35
Posted 18 November 2006 - 04:57 AM
On a hydraulic lift, it would depend upon which part failed. If a hose bursts, the rams have 'parachute valves' (flow-activated safety valves) on the pressure inlet. These are designed to close upon rapid depressurisation of the ram and keep the carriage from moving forward. If a component of the pump and piping system fails, most likely the carriage would bleed forward slowly until either the low-pressure cutoff stops the lift or the carriage contacts the carriage stops. Not too spectacular.
If a counterweight system failed, however, you would quite possibly have what LiftTech calls the world's largest slingshot. There are few parts to a counterweighted system; there is the weight, the tensioning rope, the assorted blocks to bend the rope(s), and the fist grips/Crosby clips to tie back the live and dead ends of the rope. Off all of those, the fist grips are most likely to fail, either from overtightening or undertightening.
There is one special case of a counterweight with different parts. This would be the Yan setup utilising RC-240 roller chain to connect the carriage and the weight. It's still quite simple, though; instead of cable clamps/clips there are bolts of high-grade steel connecting the various parts.
#36
Posted 18 November 2006 - 08:45 AM
#40
Posted 21 November 2006 - 07:39 PM
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