Many elevator systems include an elevator car and counterweight that are suspended within a hoistway by roping comprising one or more load bearing members. Typically, a plurality of ropes, cables or belts are used for supporting the weight of the elevator car and counterweight and for moving the elevator car to desired positions within the hoistway. The load bearing members are typically routed about several sheaves according to a desired roping arrangement. It is desirable to maintain the load bearing members in an expected orientation based upon the roping configuration.
There are other vertically extending members within many elevator systems. Tie down compensation typically relies upon a chain or roping beneath an elevator car and counterweight. Elevator systems typically also include a traveling cable that provides power and signal communication between components associated with the elevator car and a fixed location relative to the hoistway.
There are conditions where one or more of the vertically extending members such as the load bearing member, tie down compensation member or traveling cable may begin to sway within an elevator hoistway. This is most prominent in high rise buildings where an amount of building sway is typically larger compared to shorter buildings and when the frequency of the building sway is an integer multiple of the natural frequency of a vertically extending member within the hoistway. There are known drawbacks associated with sway conditions.
Various proposals have been made for mitigating or minimizing sway of a vertically extending member within a hoistway. One example approach includes using a swing arm as a mechanical device for inhibiting sway of a load bearing member, for example. U.S. Pat. No. 5,947,232 shows such a device. Another device of this type is shown in U.S. Pat. No. 5,103,937.
Another approach has been to associate a follower car with an elevator car. The follower car is effectively suspended beneath the elevator car and is positioned at the midpoint between the elevator car and a bottom of a hoistway for sway mitigation purposes. A significant drawback associated with this approach is that it introduces additional components and expense into an elevator system. In addition to the follower car and its associated components, the size of the elevator pit must be larger than is otherwise required, which takes up additional real estate space or introduces additional costs or complexities in designing and building the elevator shaft. Additionally, follower cars have only been considered to mitigate sway of compensation ropes and they introduce additional potential complications into an elevator system.
Another approach includes controlling the position of an elevator car and the speed with which the car moves within a hoistway for minimizing the sway. It is known how to identify particular elevator car positions within a hoistway corresponding to particular building sway frequencies that will more effectively excite the vertically extending members. One approach includes minimizing the amount of time an elevator car is allowed to remain at such a so-called critical position when conditions conducive to sway are present. Various elevator movement control strategies are described in WO 2007/013434 and WO 2005/047724.
While the previous approaches have proven useful, those skilled in the art are always striving to make improvements.
An exemplary method of controlling an elevator system includes selectively controlling an elevator car dispatching schedule when a condition exists that is conducive to sway of an elongated vertical member associated with the elevator car. The dispatching schedule control provides an ability to control a time that the elevator car is in a predetermined critical zone while the condition exists such that the time does not exceed a selected amount.
An exemplary elevator system includes an elevator car. At least one elongated vertical member is associated with the elevator car. A detector detects a condition conducive to sway of the elongated vertical member. A dispatching schedule controller controls a dispatching schedule for the elevator car when the condition exists such that an amount of time the elevator car is in a predetermined critical zone does not exceed a selected amount.
The various features and advantages of the disclosed examples will become apparent to those skilled in the art from the following detailed description. The drawings that accompany the detailed description can be briefly described as follows.
Example embodiments of this invention provide sway mitigation within an elevator hoistway to control the amount of sway of one or more elongated vertical members such as a load bearing member (e.g., an elevator rope or belt), a tie down compensation member or a traveling cable, for example. Strategically controlling a dispatching schedule for an elevator car provides enhanced sway mitigation compared to previous approaches.
Each of the load bearing member 30, tie down compensation member 32 and traveling cable 34 is an elongated vertical member within the hoistway 26. Any one or more of the elongated vertical members 30, 32, 34 may begin to sway within the hoistway 26 if appropriate conditions conducive to sway exist. Building sway is known to induce sway of an elongated vertical member within a hoistway especially when the frequency of the building sway is an integer multiple of a natural frequency of the elongated member.
The example of
At 44, a decision is made whether a condition conducive to sway exists. This is accomplished in the example of
In the example of
Selectively controlling the dispatching schedule for the elevator car facilitates minimizing sway or the effects of sway. One aspect of the example dispatching schedule controls is keeping the amount of time that an elevator car spends in a critical zone below a desired amount based upon the current conditions conducive to sway.
The example of
For example, the first control strategy used at 48 may allow for a selected number of stops within a critical zone. The second control strategy used at 52 may allow for a lesser number of stops in the critical zone while a condition conducive to sway exists. Limiting the number of stops in a critical zone has an effect on the amount of time that an elevator car spends in a critical zone. It is possible in some examples to limit the number of stops in a critical zone to prevent any stops from occurring in the critical zone during a particular condition that is conducive to a certain amount of sway.
At 62, another control feature includes limiting the number of passengers carried to the critical zone. It may be possible for example, to allow for five passengers to be carried to the critical zone. The selection of the allowable number may depend on average passenger weight, dwell times at a stop, how dwell times are controlled based upon the number of passengers, or a combination of such factors. Given a particular elevator system configuration and this description, those skilled in the art will be able to determine how best to control the number of passengers that may be carried to a critical zone to meet the needs of their particular situation for mitigating sway by controlling the amount of time that an elevator car spends in a critical zone.
At 64, an elevator car selection is made to serve a passenger request based upon the number of stop assignments that elevator car has in the critical zone. For example, the controller 38 may be responsible for controlling how passengers are assigned to elevator cars where a plurality of possible cars are available. The feature shown at 64 includes selecting an elevator car based upon how many stops that elevator car has in a critical zone. If one elevator car already has one stop in a critical zone, one example includes selecting a different elevator car that does not have any stops currently assigned for the critical zone. Such a technique allows for minimizing the time that each of the example elevator cars remains in the critical zone. In another example, it may be desirable to keep one of the elevator cars entirely out of the critical zone because of particular characteristics of an elevator system. In such an example, the control strategy may include a bias to always assign a different elevator car to a stop in a critical zone.
At 66, the example of
In one example, any passengers requesting service to a floor in a critical zone will be carried to a designated floor adjacent to but outside of the critical zone. Such a floor is selected based upon an ability of such passengers to access another elevator car from that floor or to use a stairway, for example, to eventually arrive at their intended floor destination.
Grouping passengers and carrying them to a single floor rather than making stops at multiple floors within a critical zone is useful for minimizing the number of stops an elevator car makes in a critical zone and is useful for minimizing an amount of time that an elevator car remains in a critical zone.
At 68, the amount of door open time for an elevator car within a critical zone is reduced. A normal scheduling control strategy allows for a certain amount of time during which doors remain open while an elevator car is stopped at a landing. The feature shown at 68 includes reducing the amount of time the doors are left open, which allows for reducing the amount of time that an elevator car has to remain at a stop in a critical zone. This feature may also be useful in connection with limiting the number of passengers carried to a critical zone as schematically shown at 62 because allowing fewer passengers to exit or enter an elevator car while in a critical zone allows for reducing door open times, for example.
Another feature is shown at 70 which includes changing a motion profile at least in the critical zone. Elevator cars typically have motion profiles that control such things as acceleration, deceleration, dwell times and jerk. When an elevator car has to travel to a critical zone during a condition that is conducive to sway, this feature includes changing the motion profile by altering an amount of acceleration, deceleration, jerk or a combination of two or more of these. A passenger may be willing to accept an increased sense of acceleration or deceleration, for example, in order to be taken to a desired stop in a critical zone compared to having to walk up several floors of stairs when the car would otherwise not be allowed to travel to the critical zone. Of course, there are code limitations on acceptable amounts of acceleration, deceleration and jerk and one example implementation includes increasing the amount of one of those to be as close as possible to the acceptable limit for purposes of limiting an amount of time that the elevator car remains in a critical zone.
Any one or combination of the features schematically shown at 60-70 may be included as part of the first control strategy or the second control strategy in the example of
The preceding description is exemplary rather than limiting in nature. Variations and modifications to the disclosed examples may become apparent to those skilled in the art that do not necessarily depart from the essence of this invention. The scope of legal protection given to this invention can only be determined by studying the following claims.
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/US2008/057185 | 3/17/2008 | WO | 00 | 6/30/2010 |