JP4992509B2 - Elevator rope roll detection device and elevator control operation device - Google Patents
Elevator rope roll detection device and elevator control operation device Download PDFInfo
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- JP4992509B2 JP4992509B2 JP2007088069A JP2007088069A JP4992509B2 JP 4992509 B2 JP4992509 B2 JP 4992509B2 JP 2007088069 A JP2007088069 A JP 2007088069A JP 2007088069 A JP2007088069 A JP 2007088069A JP 4992509 B2 JP4992509 B2 JP 4992509B2
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この発明は、地震や強風で生じる建物のゆっくりした横揺れが引き起こす、エレベータロープの横振動を推定して算出するエレベータのロープ横揺れ検出装置、及びそれから得られたロープの横振動を用いて、管制運転を行うエレベータの管制運転装置に関するものである。 The present invention uses an elevator rope roll detection device that estimates and calculates the lateral vibration of an elevator rope caused by a slow roll of a building caused by an earthquake or strong wind, and the lateral vibration of the rope obtained therefrom. The present invention relates to a control operation device for an elevator that performs control operation.
従来のエレベータにおいては、機械室に設けた加速度計に対して、建物の高さに応じて建物横振動の加速度レベルを設定し、設定値を超えると管制運転に移行する方式がとられている。この場合、長周期地震や強風によって、高層の建物が1次の固有振動数でゆっくり揺れ続ける場合に、エレベータ機械室での加速度レベルは小さく、加速度計が動作レベルに達しないものの、ロープが建物の横揺れと共振して大きな振幅となり、昇降路内の機器と接触して機器損傷などを引き起こす可能性がある。この問題を解決する従来技術として、波動エネルギ感知器とエレベータの号機制御装置とからなり、波動エネルギ感知器からは強風を検知したことを示す強風信号と、そのレベルを示す複数の信号が号機制御装置に対して出力され、号機制御装置はそれらの信号をもとに各強風レベルに応じて減速運転、中間階待機又は休止等の管制運転を行うエレベータの強風管制運転方式が知られている(例えば、特許文献1参照)。 In the conventional elevator, the acceleration level of the building transverse vibration is set according to the height of the building for the accelerometer provided in the machine room, and when the set value is exceeded, the system shifts to control operation. . In this case, when a high-rise building continues to shake slowly at the primary natural frequency due to long-period earthquakes or strong winds, the acceleration level in the elevator machine room is small and the accelerometer does not reach the operating level, but the rope is Resonating with the roll of the motor, the amplitude becomes large, and there is a possibility of causing damage to the equipment due to contact with equipment in the hoistway. As a prior art to solve this problem, it consists of a wave energy sensor and an elevator unit control device. From the wave energy sensor, a strong wind signal indicating that a strong wind has been detected and a plurality of signals indicating the level are controlled by the unit. An elevator strong wind control operation method is known in which the unit control device performs control operation such as deceleration operation, standby on the intermediate floor or stop according to each strong wind level based on those signals. For example, see Patent Document 1).
従来のエレベータの強風管制運転方式では、建物のゆっくりした揺れを捉えることができるものの、波動エネルギ感知器の感知レベルの設定に根拠が乏しく、また、エレベータのロープがどれだけ揺れているかを判断することができないという問題があった。 Although the conventional strong wind control system of elevators can capture slow shaking of the building, there is no basis for setting the detection level of the wave energy sensor, and how much the elevator rope is shaking There was a problem that I could not.
この発明は上記のような課題を解決するためになされたもので、建物のゆっくりした横揺れで生じるロープの横振動を推定して算出するエレベータのロープ横揺れ検出装置を提供することを目的とするものである。また、それから得られたロープの横振動を用いて、管制運転を行うエレベータの管制運転装置を提供することを目的とするものである。 The present invention has been made to solve the above-described problems, and an object thereof is to provide an elevator rope roll detection device that estimates and calculates the lateral vibration of a rope caused by a slow roll of a building. To do. Moreover, it aims at providing the control operation apparatus of the elevator which performs control operation using the lateral vibration of the rope obtained from it.
この発明に係るエレベータのロープ横揺れ検出装置においては、長周期地震や強風等による建物のゆっくりした揺れで生じるロープの横揺れ量を検出するエレベータのロープ横揺れ検出装置であって、横揺れ検出装置は、建物の少なくとも一箇所での建物変位の絶対値、あるいは建物加速度の絶対値を時間平均した積分値で評価したロープに加わる建物変位の振幅と、揺れの持続時間、ロープの減衰率、及び建物の固有振動数を用いてロープの横揺れ量を推定して演算するロープの横振幅演算部を備えたものである。
The elevator roll roll detection device according to the present invention is an elevator rope roll detection device that detects an amount of roll roll caused by a slow swing of a building due to a long-period earthquake, strong wind, etc. The equipment is the absolute value of the building displacement at at least one location of the building, or the amplitude of the building displacement applied to the rope evaluated with the integral value obtained by averaging the absolute value of the building acceleration over time, the duration of the swing, the attenuation rate of the rope, And a rope lateral amplitude calculation unit that estimates and calculates the roll amount of the rope using the natural frequency of the building.
また、この発明に係るエレベータの管制運転装置においては、エレベータのロープ横揺れ検出装置を用いて、エレベータ停止後に、通常運転に自動復帰する場合、ロープの横振幅演算部で演算したロープの横揺れ量が、設定レベル以下になったことを条件に自動復帰するものである。 Further, in the elevator control operation device according to the present invention, when the elevator roll roll detection device is used to automatically return to normal operation after the elevator stops, the rope roll calculated by the rope horizontal amplitude calculation unit is used. It automatically returns on condition that the amount is below the set level.
この発明によれば、建物のゆっくりした横揺れで生じるロープの横振動を推定して算出するエレベータのロープ横揺れ検出装置を備え、それから得られたロープの横振動を用いて、管制運転を行うようにしたので、建物の揺れに応じてロープの横揺れ量を推定しているため、ロープの横揺れが大きくなる前に管制運転に移行し、ロープの揺れ量を抑えることができるとともに、ロープの揺れの収束によって、速やかに自動復帰することができる。 According to the present invention, it is provided with an elevator rope roll detection device that estimates and calculates the lateral vibration of a rope caused by a slow roll of a building, and performs control operation using the lateral vibration of the rope obtained therefrom. Because the amount of roll roll is estimated according to the shaking of the building, it is possible to shift to control operation before the rope roll increases and to suppress the amount of rope swing, By the convergence of the shaking, it can be automatically restored quickly.
実施の形態1.
図1はこの発明の実施の形態1におけるエレベータのロープ横揺れ検出装置を用いたエレベータの制御装置を示すブロック構成図、図2はこの発明の実施の形態1におけるエレベータのロープ横揺れ検出装置の基本原理である建物のゆっくりした横揺れで生じるロープの横揺れを示す説明図、図3はこの発明の実施の形態1におけるエレベータのロープ横揺れ検出装置の基本原理である建物変位とロープ横振幅との関係を示す説明図、図4は建物振幅一定の場合における建物変位の包絡線とロープ横振幅の関係を示す説明図、図5は時間とともに変動する建物振幅における建物変位の包絡線とロープ横振幅の関係を示す説明図、図6はこの発明の実施の形態1におけるエレベータのロープ横揺れ検出装置による管制運転のレベル値を算出する過程を示すブロック図、図7はこの発明の実施の形態1におけるエレベータのロープ横揺れ検出装置を用いた管制運転例を説明するためのフローチャート、図8はこの発明の実施の形態1におけるエレベータのロープ横揺れ検出装置を用いた自動復帰動作を示す説明図である。
Embodiment 1.
FIG. 1 is a block diagram showing an elevator control apparatus using an elevator rope roll detection apparatus according to Embodiment 1 of the present invention, and FIG. 2 is an elevator rope roll detection apparatus according to Embodiment 1 of the present invention. FIG. 3 is an explanatory view showing rope roll caused by slow roll of the building, which is the basic principle, and FIG. 3 is a diagram showing building displacement and rope roll amplitude, which are the basic principles of the elevator roll roll detecting device according to Embodiment 1 of the present invention. FIG. 4 is an explanatory diagram showing the relationship between the envelope of the building displacement and the rope lateral amplitude when the building amplitude is constant, and FIG. 5 is the envelope and the rope of the building displacement at the building amplitude that varies with time. FIG. 6 is an explanatory diagram showing the relationship between the lateral amplitudes, and FIG. 6 calculates the level value of the control operation by the elevator roll roll detecting device according to the first embodiment of the present invention. FIG. 7 is a flow chart for explaining an example of a control operation using the elevator roll roll detecting device according to the first embodiment of the present invention. FIG. 8 is a flowchart of the elevator according to the first embodiment of the present invention. It is explanatory drawing which shows the automatic return operation | movement using a rope roll detection apparatus.
図1において、1はエレベータの制御装置で、CPU2及び記憶装置3から構成される。CPU2は、タイマ4、建物の平均振幅演算部5、ロープ横振幅演算部6及び管制運転パターン選択部7から構成される。また、記憶装置3は、かご位置8、建物固有振動数9及びロープ情報10等を記憶している。11は建物のエレベータ機械室等に設置される加速度計で、建物加速度情報をCPU2のタイマ4と建物の平均振幅演算部5に送る。一定レベルを超える建物加速度を検知すると、タイマ4が動作を開始し、建物揺れの持続時間を、建物の平均振幅演算部5と、ロープ横振幅演算部6に送る。
In FIG. 1, reference numeral 1 denotes an elevator control device, which includes a
次に、建物のゆっくりした横揺れで生じるロープの横振幅について、図2を用いて説明する。
図2において、12は建物に設けられた昇降路、13はエレベータのかご、14はエレベータ機械室に設けられた巻上機、15は巻上機14に巻き掛けられた主ロープで、かご13と釣合いおもり(図示せず)を連結する。16は釣合いロープで、かご13と釣合いおもり(図示せず)を連結する。17はガバナロープ、18は制御ケーブルである。
Next, the lateral amplitude of the rope caused by the slow rolling of the building will be described with reference to FIG.
In FIG. 2, 12 is a hoistway provided in the building, 13 is an elevator car, 14 is a hoisting machine provided in the elevator machine room, 15 is a main rope wound around the hoisting
以下、その具体的な方法について図7により説明する。
・管制運転のレベル値
The specific method will be described below with reference to FIG.
・ Control operation level value
・レベル0 (監視モード)
・ Level 0 (Monitoring mode)
・レベル1 (管制運転開始)
・ Level 1 (control operation start)
・レベル2 (退避運転の可否判断)
・ Level 2 (Determining whether or not evacuation is possible)
・レベル3 (退避運転中の強制終了)
・ Level 3 (Forced termination during evacuation operation)
・自動復帰の条件
・ Conditions for automatic recovery
1 エレベータの制御装置
2 CPU
3 記憶装置
4 タイマ
5 建物の平均振幅演算部
6 ロープ横振幅演算部
7 管制運転パターン選択部
8 かご位置
9 建物固有振動数
10 ロープ情報
11 加速度計
12 昇降路
13 エレベータのかご
14 巻上機
15 主ロープ
16 釣合いロープ
17 ガバナロープ
18 制御ケーブル
1
DESCRIPTION OF
Claims (2)
前記横揺れ検出装置は、建物の少なくとも一箇所での建物変位の絶対値、あるいは建物加速度の絶対値を時間平均した積分値で評価したロープに加わる建物変位の振幅と、揺れの持続時間、ロープの減衰率、及び建物の固有振動数を用いてロープの横揺れ量を推定して演算するロープの横振幅演算部を備えたことを特徴とするエレベータのロープ横揺れ検出装置。 An elevator rope roll detection device that detects the amount of rope roll caused by slow shaking of buildings due to long-period earthquakes or strong winds,
The rolling detection device includes an absolute value of a building displacement at at least one location of a building or an amplitude of a building displacement applied to a rope evaluated by an integral value obtained by averaging the absolute values of building acceleration , a duration of shaking, a rope An elevator rope roll detection device comprising a rope roll amplitude calculation unit that estimates and calculates the amount of roll roll using the damping rate and the natural frequency of the building.
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US9242838B2 (en) * | 2012-09-13 | 2016-01-26 | Mitsubishi Electric Research Laboratories, Inc. | Elevator rope sway and disturbance estimation |
US11383955B2 (en) * | 2019-01-29 | 2022-07-12 | Otis Elevator Company | Elevator system control based on building and rope sway |
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JPS6015382A (en) * | 1983-07-08 | 1985-01-26 | 株式会社日立製作所 | Controlling operating device for elevator |
JPH0637269B2 (en) * | 1984-11-09 | 1994-05-18 | 株式会社日立製作所 | Elevator control operation device |
JPS628985A (en) * | 1985-07-08 | 1987-01-16 | 株式会社日立ビルシステムサ−ビス | Control operation method |
JPS6241176A (en) * | 1985-08-12 | 1987-02-23 | 株式会社日立製作所 | Control driving device for elevator |
JPS62196287A (en) * | 1986-02-21 | 1987-08-29 | 日立エレベ−タサ−ビス株式会社 | Deflection detector for tail code of elevator |
JPH05341052A (en) * | 1992-06-12 | 1993-12-24 | Omron Corp | Operation control device |
JPH072450A (en) * | 1993-06-14 | 1995-01-06 | Hitachi Building Syst Eng & Service Co Ltd | Emergency operating device for elevator |
JPH08245106A (en) * | 1995-03-14 | 1996-09-24 | Toshiba Corp | Earthquake control drive control device of elevator |
JP5046613B2 (en) * | 2006-11-01 | 2012-10-10 | 株式会社日立製作所 | Elevator equipment |
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