JPS617183A - Group control operation method of elevator - Google Patents

Group control operation method of elevator

Info

Publication number
JPS617183A
JPS617183A JP12749484A JP12749484A JPS617183A JP S617183 A JPS617183 A JP S617183A JP 12749484 A JP12749484 A JP 12749484A JP 12749484 A JP12749484 A JP 12749484A JP S617183 A JPS617183 A JP S617183A
Authority
JP
Japan
Prior art keywords
elevator
displacement
control operation
operation method
earthquake
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP12749484A
Other languages
Japanese (ja)
Inventor
中里 眞朗
勝美 青木
茂 荒川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Elevator Engineering and Service Co Ltd
Hitachi Ltd
Hitachi Elevator Service Co Ltd
Original Assignee
Hitachi Elevator Engineering and Service Co Ltd
Hitachi Ltd
Hitachi Elevator Service Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Elevator Engineering and Service Co Ltd, Hitachi Ltd, Hitachi Elevator Service Co Ltd filed Critical Hitachi Elevator Engineering and Service Co Ltd
Priority to JP12749484A priority Critical patent/JPS617183A/en
Publication of JPS617183A publication Critical patent/JPS617183A/en
Pending legal-status Critical Current

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  • Maintenance And Inspection Apparatuses For Elevators (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔発明の利用分野〕 本発明はエレベータ−の管制運転方法に係り、特に、地
震時にエレベータ−を安全に運転させるに好適なエレベ
ータ−の管制運転方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to an elevator control operation method, and particularly to an elevator control operation method suitable for operating an elevator safely during an earthquake.

〔発明の背景〕[Background of the invention]

従来、地震発生時のエレベータ−の管制運転は、第1図
に示すように、加振周波数0.1〜5 Hzの範囲で、
振動加速度が、例えば、80gat以上となるとエレベ
ータ−を最寄階に停止させるようにしていた。
Conventionally, control operation of elevators during an earthquake has been carried out at an excitation frequency of 0.1 to 5 Hz, as shown in Figure 1.
When the vibration acceleration exceeds, for example, 80 gat, the elevator is stopped at the nearest floor.

ところが、最近、ビルが高層化され、柔構造化されると
、規定の加速度以下の小さい加振力でもビルが共振し、
エレベータ−のかごと機械室間の信号伝送を司どるテー
ルコードが大きく揺れカウンターウエートなどのエレベ
ータ−塔内の突起物に引っ掛り、テールコードを切断し
てしまうという不具合も発生している。
However, in recent years, as buildings have become taller and more flexible, even small excitation forces below the specified acceleration can cause the buildings to resonate.
Problems have also occurred in which the tail cord, which controls signal transmission between the elevator car and the machine room, swings violently and gets caught on protrusions inside the elevator tower, such as counterweights, causing the tail cord to break.

(この場合、s o gat以上を検出する地震計ば動
作しない。) 〔発明の目的〕 本発明の目的は、超高層ビルなど柔構造ビルで、建物頂
部の変位の大きい建築物に好適な地震管制運転方法を提
供するにある。
(In this case, a seismometer that detects seismic waves of more than s o gat will not work.) [Object of the Invention] The object of the present invention is to develop an earthquake sensor suitable for buildings with flexible structures such as skyscrapers, where the top of the building has a large displacement. To provide a controlled driving method.

〔発明の概要〕[Summary of the invention]

本発明の要点は、建物頂部の変位を変位検出器により検
出し、テールコードがエレベータ−塔内の突起物に引っ
掛る以前に、エレベータ−の速度の抑制、あるいは、停
止などの管制運転を行なわせることにある。
The key point of the present invention is to detect the displacement of the top of the building using a displacement detector, and to perform controlled operation such as reducing or stopping the speed of the elevator before the tail cord gets caught on a protrusion inside the elevator tower. It's about making it happen.

〔発明の実施例〕[Embodiments of the invention]

以下、本発明の実施例を第2図ないし第4図によシ説明
する。
Embodiments of the present invention will be described below with reference to FIGS. 2 to 4.

第2図はエレベータ−の全体構成と本発明の変位検出器
の設置場所を示した図である。1は高層ビル、2はこの
高層ビル1に設置されたエレベータ−かご、3はつり合
いおもシ、4が主ロープ、5が巻上機、6がそらせ車、
7が補償ロープ、8がブー!J、9.10はそれぞれ、
かご、つり合いおもυ用のバッファ、11はかごから機
械室へ信号を伝送するテールコード、12がエレベータ
−制御盤、13が変位検出器である。
FIG. 2 is a diagram showing the overall structure of the elevator and the installation location of the displacement detector of the present invention. 1 is a high-rise building, 2 is an elevator car installed in this high-rise building 1, 3 is a counterbalance, 4 is a main rope, 5 is a winding machine, 6 is a diversion wheel,
7 is compensation rope, 8 is boo! J, 9.10 are respectively,
A buffer for the car and the balance weight υ, 11 a tail cord for transmitting signals from the car to the machine room, 12 an elevator control panel, and 13 a displacement detector.

第3図は、第2図で説明した変位検出器13の機能を説
明する回路図である。13−1は加速度を検出するセン
サーであ夛、例えば、サーボ形加速度センサーなどでよ
い。13−2は第一〇a分器であシこの出力は速度とな
る。13−3は第二の積分器でありこの出方は変位を示
す値となる。
FIG. 3 is a circuit diagram illustrating the function of the displacement detector 13 explained in FIG. 2. Numeral 13-1 is a sensor for detecting acceleration, for example, a servo-type acceleration sensor. 13-2 is the 10a divider and its output becomes the speed. 13-3 is a second integrator, and its output becomes a value indicating displacement.

13−4.13−5は比較器であシ、正の変位量は比較
器13−4で、負の変位量は比較器13−5によシ、そ
れぞれ規定の基準値と比較される。
13-4 and 13-5 are comparators, and the positive displacement is compared with the comparator 13-4, and the negative displacement is compared with the comparator 13-5, respectively, with a prescribed reference value.

13−6は基準電圧を作成する可変抵抗器であり、電圧
■1が基準値となる。13−7は符号反転器でアシ、先
の電圧V、の符号を反転して比較器13−5の基準値と
している。13−8は比較器13−4、.13−5の出
力を増幅するトランジスタであり、ダイオード13−9
.13−10により論理和かとられている。13−11
はトランジスタ13−8のベース電流を制限する抵抗、
13−12は本変位検出器の出力リレーのコイル、13
−13はそのフライホイルダイオードである。
13-6 is a variable resistor for creating a reference voltage, and the voltage 1 is the reference value. 13-7 is a sign inverter which inverts the sign of the previous voltage V and uses it as a reference value for the comparator 13-5. 13-8 are comparators 13-4, . A transistor that amplifies the output of 13-5, and a diode 13-9.
.. 13-10. 13-11
is a resistor that limits the base current of transistor 13-8,
13-12 is the coil of the output relay of this displacement detector, 13
-13 is its flywheel diode.

この回路から分るように、規定のV、よシ大きい変位量
(絶対値)があると、比較器13−4又は13−5が動
作し、トランジスタ13−8がオンし、リレー13−1
2がオンする。
As can be seen from this circuit, when there is a specified V and a larger displacement (absolute value), the comparator 13-4 or 13-5 operates, the transistor 13-8 turns on, and the relay 13-1
2 turns on.

第4図が本発明のエレベータ−の地震管制運転方式を示
すフローである。地震が発生しても、ビルの変位が小さ
く、所定の加速度以下であれば、そのまま運転を継続す
る。地震の周波数がビルの固有振動数に合致し、ビルの
頂部が大きく揺れて、先ず変位感知器の第一の規定値、
例えば、30mmを越えると、テールコードや補償ロー
プも揺れ出し、エレベータ−塔内の突起物に引っ掛かる
可能性が出てくるので、エレベータ−を高速で運転し続
けるのは非常に危険である。従って、万一、これらの突
起物に引っ掛けても衝撃が少なく、かど内乗客に危険を
及ぼさない低い速度に低下させる。これは、エレベータ
−速度指令のノツチリン−の投入を本変位感知器の出力
リレーで抑制するようにすれば可能である。速度を低下
させる理由は、エレベータ−を完全に停止させてしまう
よりも、テールコードの横揺れが小さくなること、乗客
サービスを継続することが出来ることのためである。(
エレベータ−が上下に動いていると、テールコードの屈
曲点が上下に変化し、テールコードの振動周波数もこれ
に伴って変化するため、共振しずらくなム横揺れが小さ
くなる。)変位が第一の設定点よシ大きくならなければ
、そのまま、低速運転サービスを続け、第一の設定点を
下廻ってより所定の時間(例えば−分)以上経過したこ
とをタイマーによりチェックし、フローに従った方法に
より平常運転(速度)に復帰させる。
FIG. 4 is a flowchart showing the earthquake control operation method for an elevator according to the present invention. Even if an earthquake occurs, if the displacement of the building is small and the acceleration is below a predetermined level, the building will continue to operate. The frequency of the earthquake matches the natural frequency of the building, the top of the building shakes greatly, and the first specified value of the displacement sensor,
For example, if the length exceeds 30 mm, the tail cord and compensation rope will begin to swing and there is a possibility that they will get caught on a protrusion inside the elevator tower, making it extremely dangerous to continue operating the elevator at high speed. Therefore, even if the vehicle should get caught on these protrusions, the impact will be small and the speed will be reduced to a low level that does not pose a danger to passengers in the corners. This is possible if the input of the elevator speed command is suppressed by the output relay of the displacement sensor. The reason for reducing the speed is that rather than stopping the elevator completely, the tail cord sways less and passenger service can continue. (
When the elevator moves up and down, the bending point of the tail cord changes up and down, and the vibration frequency of the tail cord also changes accordingly, making it difficult for resonance to occur and reducing lateral vibration. ) If the displacement does not become larger than the first set point, continue the low-speed operation service, and check with a timer that a predetermined time (for example, - minutes) has passed since the displacement has fallen below the first set point; Return to normal operation (speed) by following the flow.

次に、更に地震が大きくなり、第二の変位検出設定値(
例えば5Qmm以上)を越えると、これ以上エレベータ
−の運転を継続することは危険であり、第4図のフロー
に従ってエレベータ−を最寄階に停止させ、地震のおさ
まるまで待機させる。
Next, the earthquake becomes even larger, and the second displacement detection setting value (
For example, if the earthquake exceeds 5 Qmm), it is dangerous to continue operating the elevator any longer, and the elevator is stopped at the nearest floor according to the flow shown in FIG. 4 and is kept on standby until the earthquake subsides.

地震がおさまり、第二の変位検出設定値以下となり、そ
の状態が所定の時間(例えば10分間などテールコード
の横揺れがおさまる時間)以上経過すると、先に述べた
第一の変位検出設定値のフローに戻シ、平常運転に復帰
する。
When the earthquake subsides and the value becomes less than the second displacement detection setting value, and this state continues for a predetermined period of time (e.g., 10 minutes, the time for the tail cord to stop rolling), the first displacement detection setting value mentioned earlier will be changed. Return to flow and return to normal operation.

このエレベータ−の地震管制運転方式によれば、今まで
地震の加速度を検出し、所定の加速度以上で管制運転を
行なわせる方式では検出できなかった超高層ビルの大き
な横揺れに対して、適確にエレベータ−を制御させるこ
とが出来るようになった。
This elevator seismic control operation method can accurately detect large lateral shakes in skyscrapers, which could not be detected by conventional methods that detect earthquake acceleration and perform control operation at or above a predetermined acceleration. It is now possible to have the robot control the elevator.

尚、実際の地震管゛制運転方式は、変位管制運転方式の
他に、従来の加速度(力)を検出してエレベーターを停
止させる方式も併用して万全を期している。
The actual seismic control operation method uses, in addition to the displacement control operation method, a conventional method of detecting acceleration (force) to stop the elevator.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は従来の地震管制運転検出領域図、第2図はエレ
ベータ−の全体構成図、第3図は変位検出器の動作回路
図、第4図は本発明のエレベータ−変位管制運転方式の
フローチャートである。
Fig. 1 is a conventional earthquake control operation detection area diagram, Fig. 2 is an overall configuration diagram of an elevator, Fig. 3 is an operation circuit diagram of a displacement detector, and Fig. 4 is a diagram of the elevator displacement control operation method of the present invention. It is a flowchart.

Claims (1)

【特許請求の範囲】 1、ビルの水平方向の変位量を検出してエレベーターを
制御する管制運転方法において、 前記変位量が所定値を越えたことを検出して前記エレベ
ーターの運転速度を低下させ、更に前記変位量が第二の
所定値を越えたことを検出してエレベーター最寄階に停
止させることを特徴とするエレベーターの管制運転方法
[Claims] 1. In a control operation method for controlling an elevator by detecting the amount of displacement in the horizontal direction of a building, the operating speed of the elevator is reduced upon detecting that the amount of displacement exceeds a predetermined value. and further comprising detecting that the amount of displacement exceeds a second predetermined value and causing the elevator to stop at the nearest floor.
JP12749484A 1984-06-22 1984-06-22 Group control operation method of elevator Pending JPS617183A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12749484A JPS617183A (en) 1984-06-22 1984-06-22 Group control operation method of elevator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12749484A JPS617183A (en) 1984-06-22 1984-06-22 Group control operation method of elevator

Publications (1)

Publication Number Publication Date
JPS617183A true JPS617183A (en) 1986-01-13

Family

ID=14961350

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12749484A Pending JPS617183A (en) 1984-06-22 1984-06-22 Group control operation method of elevator

Country Status (1)

Country Link
JP (1) JPS617183A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006232447A (en) * 2005-02-23 2006-09-07 Mitsubishi Electric Corp Automatic returning device at earthquake for elevator
JP2007153520A (en) * 2005-12-05 2007-06-21 Nippon Otis Elevator Co Earthquake control operation system of elevator and earthquake control operation method of elevator
US9327942B2 (en) 2011-02-28 2016-05-03 Mitsubishi Electric Corporation Elevator rope sway detection device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006232447A (en) * 2005-02-23 2006-09-07 Mitsubishi Electric Corp Automatic returning device at earthquake for elevator
JP2007153520A (en) * 2005-12-05 2007-06-21 Nippon Otis Elevator Co Earthquake control operation system of elevator and earthquake control operation method of elevator
US9327942B2 (en) 2011-02-28 2016-05-03 Mitsubishi Electric Corporation Elevator rope sway detection device

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