E-Brake Button Requirements
#2
Posted 18 August 2007 - 06:10 AM
#3
Posted 18 August 2007 - 07:33 AM
liftmech, on Aug 18 2007, 09:10 AM, said:
(it takes longer to stop the lift than the normal stop and is harder on the equipment)
While I do not have a code book in front of me, I am not sure that this statement is correct.
While I agree it is harder on the equipment, I do believe that with an empty lift, an emergency stop should be slightly quicker than a normal stop. I do not remember the code reference for the stoppping distance at this time.
And at 53 years old I reserve the right to be incorrect.
#4
Posted 18 August 2007 - 08:27 AM
Laurence Sterne
#5
#6
Posted 18 August 2007 - 09:48 AM
Kicking Horse, on Aug 18 2007, 11:41 AM, said:
I am sorry, But I think those numbers are totally off the mark, 200 - 300 for a HSQ might be close but 500ft seems awfully long.
regardless I still believe code mandates a shorter stopping distance for an e-stop. For sure you will have a longer stopping distance for the HSQ than a fixed grip lift, I hope you are not stating that these numbers you are talking about include stopping distances for a 2,3,4 pass. fixed grip lift.
#7
Posted 18 August 2007 - 10:37 AM
#8
Posted 18 August 2007 - 11:45 AM
#9 Guest_mjturley34_*
Posted 18 August 2007 - 12:50 PM
3.1.2.4
"For service stops and emergency shutdowns, the minimum average rate of the carrier's horizontal deceleration shall be 1.0 feet per second squared (0.30 meters per second squared) with a maximum horizontal deceleration rate of 5 feet per second (1.52 meters per second) under any operating condition while the carrier is attached to the haul rope."
#10
Posted 18 August 2007 - 01:16 PM
liftmech, on Aug 18 2007, 09:10 AM, said:
That was actually a special request from Vail. 10 and 14 are the only lifts with medium buttons being built by Poma this year. Vail, apparently, didn't want the ops to have to learn that there is no Medium on a Poma!
#12
Posted 18 August 2007 - 02:50 PM
chasl, on Aug 18 2007, 09:33 AM, said:
While I do not have a code book in front of me, I am not sure that this statement is correct.
While I agree it is harder on the equipment, I do believe that with an empty lift, an emergency stop should be slightly quicker than a normal stop. I do not remember the code reference for the stoppping distance at this time.
And at 53 years old I reserve the right to be incorrect.
Vons did clarify my statement, our fixed-grips do stop faster on an E-stop. Some are smoother, but many are quite violent due to the not-quite true bullwheel flanges on older lifts.
#13
Posted 18 August 2007 - 06:24 PM
#14
Posted 18 August 2007 - 11:14 PM
I found on the web a copy of the NY code which has adopted the ANSI standard
In it they state that the
Service brake - must be designed to decelerate the lift to a stop at a rate of 2.0 ft(0.61m) / second squared.
Drive sheave brake – Must be designed to decelerate the lift to a stop at a rate of 1.5 (0.46m) / second squared.
It does go on and gives other parameters but that is main focus.
I did not find a minimum distance
I actually did not find or did not look far enough for anything mentioning regenerative braking.
In that ANSI only mentions the rate for a maximum stopping distance, I see no reason that if you want your normal stop quicker than this so be it.
I am thinking that 300 - 500 feet is to much, just do the math for your system
I did find that in New Zealand code states that the rate must meet a
Minimum - of 0.45m / second sq.
Maximum – of 2.0m / second sq.
Furthermore in no case shall the rate be greater than the distance between carriers.
This post has been edited by chasl: 19 August 2007 - 12:07 AM
#15
Posted 19 August 2007 - 07:39 AM
chasl, on Aug 19 2007, 12:14 AM, said:
I found on the web a copy of the NY code which has adopted the ANSI standard
In it they state that the
Service brake - must be designed to decelerate the lift to a stop at a rate of 2.0 ft(0.61m) / second squared.
Drive sheave brake – Must be designed to decelerate the lift to a stop at a rate of 1.5 (0.46m) / second squared.
It does go on and gives other parameters but that is main focus.
I did not find a minimum distance
I actually did not find or did not look far enough for anything mentioning regenerative braking.
In that ANSI only mentions the rate for a maximum stopping distance, I see no reason that if you want your normal stop quicker than this so be it.
I am thinking that 300 - 500 feet is to much, just do the math for your system
I did find that in New Zealand code states that the rate must meet a
Minimum - of 0.45m / second sq.
Maximum – of 2.0m / second sq.
Furthermore in no case shall the rate be greater than the distance between carriers.
Canadian code says this and it applies to the service and bullwheel brakes:
Stopping Times and Distances for Circulating Passenger Ropeways (See Clause 5.6.1.)
Note: This Appendix is not a mandatory part of this Standard.
Stopping time (t)
t = v/a
where
t = stopping time, s
v = velocity, m/s
a = rate of deceleration, m/s2
Stopping distance (s)
s = v2/2a (Velocity squared, divided by 2 x the rate of decel)
where
s = stopping distance, m
v = velocity, m/s
a = rate of deceleration, m/s2
The following table shows allowable stopping times and distances for the maximum allowable rate of
deceleration of 1.5 m/s2 and the minimum rate of 0.45 m/s2. Clause 5.6.3 specifies that the braking
distance shall not be greater than the distance between carriers.
#16
Posted 19 August 2007 - 08:13 AM
Allan, on Aug 19 2007, 09:39 AM, said:
Stopping Times and Distances for Circulating Passenger Ropeways (See Clause 5.6.1.)
Note: This Appendix is not a mandatory part of this Standard.
Stopping time (t)
t = v/a
where
t = stopping time, s
v = velocity, m/s
a = rate of deceleration, m/s2
Stopping distance (s)
s = v2/2a (Velocity squared, divided by 2 x the rate of decel)
where
s = stopping distance, m
v = velocity, m/s
a = rate of deceleration, m/s2
The following table shows allowable stopping times and distances for the maximum allowable rate of
deceleration of 1.5 m/s2 and the minimum rate of 0.45 m/s2. Clause 5.6.3 specifies that the braking
distance shall not be greater than the distance between carriers.
Very well defined, completely reasonable.
"Stripeside" should adopt this section verbatim.
This post has been edited by Emax: 19 August 2007 - 08:14 AM
#17
Posted 21 August 2007 - 05:04 AM
some general notes;
-- without a regen drive, normal stop and emergency shutdown stop distances/times will vary somewhat with load
-- with a regen drive, normal stop distances/times will remain the same regardless of load, e-shutdown distances/times will still vary
-- b77.1-2006 now specifies, via a chart, minimum and maximum stop distances. data given is based on minimum and maximum rates of deceleration (1fps sq to 5 fps sq)
-- the CAN code quoted has the same rates of decel as the US, but is only a guide and not mandatory.
-- the e-shutdown distance on detachables must be less than carrier spacing, to prevent carrier collision is the terminals.
bobp
#18
Posted 30 August 2007 - 01:00 PM
shoemaniii, on Aug 21 2007, 07:04 AM, said:
some general notes;
-- without a regen drive, normal stop and emergency shutdown stop distances/times will vary somewhat with load
-- with a regen drive, normal stop distances/times will remain the same regardless of load, e-shutdown distances/times will still vary
-- b77.1-2006 now specifies, via a chart, minimum and maximum stop distances. data given is based on minimum and maximum rates of deceleration (1fps sq to 5 fps sq)
-- the CAN code quoted has the same rates of decel as the US, but is only a guide and not mandatory.
-- the e-shutdown distance on detachables must be less than carrier spacing, to prevent carrier collision is the terminals.
bobp
I would add one general item and one item for detachables:
- Limits on deceleration rates for the ANSI B77.1 2006 are based on measurements taken over 1 second. Since it typically take several times this amount of time to complete a stop (say 4-8 seconds) it is possible to violate this requirement without violating the average deceleration range of 1.0 - 5.0 ft/s^2 for the entire stop or the stopping distance requirements that result from assuming a perfectly linear deceleration rate....beware the chart recorder. I have seen stops that looked beautiful and smooth as ice but did not pass this requirement because of momentary excessive deceleration when the pads first make contact with the braking surface. While I understand some of the reasons for the one second interval this can be a frustrating process.
- For detachables mind the distance between the device(s) detecting improper grip attachment at the top terminal and the breakover point at the top tower. An emergency stop must bring the lift to a standstill in less than this distance because otherwise an improper grip attachment (typically an emergency stop) could get ugly. This bites me in the butt way more often than carrier spacing considerations do.
And on that note there is an earlier post regarding 300-500 foot stops (!!!!) - is someone using a new unit of measure (decifeet maybe?) and forgetting to change the text? Typical emergency stopping distances that I have seen for detachable emergency stops with properly adjusted brakes range from 40-80 feet from 1000 fpm and using the formulas from ANSI B77.1 2006 gives an acceptable range of 28 to 138 feet from 1000 fpm.
#19
Posted 30 August 2007 - 02:44 PM
adjusting for satisfactory e-stop distances for 100% loaded uphill and 100% loaded downhill is crazy-hard.
the requirement for a device that monitors correct grip attachment and shuts the lift down if incorrectly attached, is for loaded carriers only - no? 3.1.4.3.4.3
i'm aware of more than a few detaches with not enough flat rope at the top station/departure side and therefore speed is reduced for downloading passengers.
bobp
#20
Posted 31 August 2007 - 07:24 AM
shoemaniii, on Aug 30 2007, 04:44 PM, said:
adjusting for satisfactory e-stop distances for 100% loaded uphill and 100% loaded downhill is crazy-hard.
the requirement for a device that monitors correct grip attachment and shuts the lift down if incorrectly attached, is for loaded carriers only - no? 3.1.4.3.4.3
i'm aware of more than a few detaches with not enough flat rope at the top station/departure side and therefore speed is reduced for downloading passengers.
bobp
Yep the requirement is only for downloaders but unfortunately we have always assumed a minimum of 10% downhill loading for maintenance personnel and therefore have to meet this stopping distance requirement on all lifts. Come to think of it I will check if this is a standards issue or if it is just our salesmen have always sold it this way because it is a pain in the butt having to deal with it on lifts that you know will never have a downloader.
I agree that "smarter" E-Brake systems are also needed. In the really difficult cases (steep lifts with large downhill loading capacities), even if you can get it "just right" so that it passes uphill and downhill stopping requirements during acceptance testing, what are the chances that the maintenance crew is going to be able to maintain that fine balance over time, equipment wear, temperature fluctuations etc.? We are working on systems that modulate the solenoid valve for the emergency brake so that the application of the brake can be "ramped" to full braking force (similar to modulated service brakes). Because there are no accumulators etc for these brakes however you pretty much get one chance to set the ramp rate because, once bled off, the pressure cannot be restored quickly. You therefore need to know what the driving torque is at the moment a call is made to the brake (i.e. downhill loads will lessen or even reverse the driving torque requirements and uphill loads will increase it). This data is fairly easy to get when operating with an electric drive but is a different animal when operating with an auxilliary diesel.
Alternatively, we could just increase the rotational inertia (flywheels on the high speed input etc) of the system such that the loading component (uphill or downhill) is a much smaller percentage of the energy that must be removed by the brake. The braking force can then be set very high while meeting uphill and downhill stopping requirements. Being an electrical type I strongly support the latter approach
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