JP2021017329A - Rope damping device and rope damping mechanism for elevator - Google Patents

Rope damping device and rope damping mechanism for elevator Download PDF

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JP2021017329A
JP2021017329A JP2019133531A JP2019133531A JP2021017329A JP 2021017329 A JP2021017329 A JP 2021017329A JP 2019133531 A JP2019133531 A JP 2019133531A JP 2019133531 A JP2019133531 A JP 2019133531A JP 2021017329 A JP2021017329 A JP 2021017329A
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rope
damping device
floor surface
machine room
upper roller
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JP6776412B1 (en
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修宏 黒川
Nobuhiro Kurokawa
修宏 黒川
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Toshiba Elevator and Building Systems Corp
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Toshiba Elevator Co Ltd
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Abstract

To provide a rope damping device and a rope damping mechanism for elevators that can effectively suppress the swaying of a main rope with a simple configuration.SOLUTION: There is provided a rope damping device 21 for elevators that suppresses the swaying of a main rope 5, which is passed over a hoist sheave 3 installed in a machine room 2 and connects a car 6 to a suspended weight 7, comprising a frame portion 21a provided through a rope hole 10 on the floor surface of the machine room 2, fixed to the floor surface via a fulcrum portion 21d, and swingably attached with the fulcrum portion as a fulcrum, an upper roller 21b rotatably installed on the frame portion 21a above the floor surface of a machine room floor 8, and a lower roller 21c rotatably installed below the frame portion 21a penetrating the floor surface of the machine room floor 8, which is larger than the roller diameter of the upper roller 21b and heavier than the weight of the upper roller 21b.SELECTED DRAWING: Figure 2

Description

本発明の実施形態は、エレベータのロープ制振装置及びロープ制振機構に関する。 Embodiments of the present invention relate to a rope damping device and a rope damping mechanism of an elevator.

エレベータの主ロープは、巻上機のシーブにかけ渡され、かごとつり合い重りとを連結している。エレベータの運転中に主ロープが揺れると、乗り心地にも影響する。 The main rope of the elevator is hung over the sheave of the hoist and connects the cage and the balance weight. If the main rope sways while the elevator is in operation, it will affect the ride quality.

近年、ビルの高層化に伴い、エレベータの主ロープも長くなってきている。主ロープが長くなると、その揺れも大きくなる。 In recent years, as the height of buildings has increased, the main ropes of elevators have also become longer. The longer the main rope, the greater its sway.

特許第5658357号公報Japanese Patent No. 5658357

特に、強風や地震等の発生により建物が揺れ、それに伴って主ロープが大きく揺れると、エレベータの運転に支障を来す。このため、主ロープの揺れを抑制する効果的に抑制する提案が望まれている。 In particular, if the building sways due to the occurrence of strong winds or earthquakes, and the main rope sways significantly with it, the operation of the elevator will be hindered. Therefore, a proposal for effectively suppressing the shaking of the main rope is desired.

本発明の実施形態は、簡易な構成によって主ロープの揺れを効果的に抑制できるエレベータのロープ制振装置及びロープ制振機構を提供することを目的とする。 An object of the present invention is to provide an elevator rope damping device and a rope damping mechanism capable of effectively suppressing the swing of a main rope by a simple configuration.

本発明の実施形態は、機械室に設置された巻上機のシーブにかけ渡され、かごとつり合い重りとを連結する主ロープの揺れを抑制するエレベータのロープ制振装置であって、機械室の床面のロープ孔を貫通して設けられ、支点部を介して前記床面に固定され、かつ支点部を支点として揺動可能に取り付けられる枠部と、機械室の床面よりも上方の前記枠部に回転可能に設置された上側ローラと、機械室の床面を貫通した前記枠部の下方に回転可能に設置され、上側ローラのローラ径よりも大きく、かつ上側ローラの重量よりも重い下側ローラと、を備えたエレベータのロープ制振装置である。 An embodiment of the present invention is an elevator rope vibration damping device that is passed over a sheave of a hoist installed in a machine room and suppresses the shaking of a main rope that connects a cage and a balance weight. A frame portion that is provided through a rope hole on the floor surface, is fixed to the floor surface via a fulcrum portion, and is swingably attached with the fulcrum portion as a fulcrum, and the frame portion above the floor surface of the machine room. The upper roller rotatably installed in the frame and the upper roller rotatably installed below the frame penetrating the floor of the machine room, which is larger than the roller diameter of the upper roller and heavier than the weight of the upper roller. It is an elevator rope vibration damping device equipped with a lower roller.

また、ロープ制振装置を一対備え、各ロープ制振装置は前記主ロープを間にして対向して床面のロープ孔に設置されるロープ制振機構である。 Further, a pair of rope damping devices are provided, and each rope damping device is a rope damping mechanism installed in a rope hole on the floor surface facing each other with the main rope in between.

実施形態に係るエレベータのロープ制振装置及びロープ制振機構を適用したエレベータの構成図。The block diagram of the elevator to which the rope damping device and the rope damping mechanism of the elevator which concerns on embodiment are applied. 第1実施形態に係るエレベータのロープ制振装置の構成を示す斜視図。The perspective view which shows the structure of the rope vibration damping device of the elevator which concerns on 1st Embodiment. 図2に示すエレベータのロープ制振装置を適用したロープ制振機構の動作説明図。The operation explanatory view of the rope vibration damping mechanism which applied the rope vibration damping device of the elevator shown in FIG. 第2実施形態に係るエレベータのロープ制振装置から成るロープ制振機構を示す斜視図。The perspective view which shows the rope vibration damping mechanism which comprises the rope vibration damping device of the elevator which concerns on 2nd Embodiment. 図4に示すエレベータのロープ制振機構の動作説明図。The operation explanatory view of the rope vibration damping mechanism of the elevator shown in FIG.

図1に示すように、実施形態のエレベータのロープ制振装置及びロープ制振機構が適用されるエレベータは、機械室2に設けられた巻上機シーブ3及びそらせシーブ4によって主ロープ5を駆動している。主ロープ5は、かご6とつり合い重り7とを連結する。 As shown in FIG. 1, in the elevator to which the rope damping device and the rope damping mechanism of the elevator of the embodiment are applied, the main rope 5 is driven by the hoisting machine sheave 3 and the deflecting sheave 4 provided in the machine room 2. doing. The main rope 5 connects the car 6 and the balance weight 7.

機械室2の機械室床8には、主ロープを昇降路9に垂れ下げるためのロープ孔10が穿設されている。このロープ孔10には、後述するように、実施形態におけるロープ制振装置及びロープ制振機構が設置されている。 The machine room floor 8 of the machine room 2 is provided with a rope hole 10 for hanging a main rope on a hoistway 9. As will be described later, the rope vibration damping device and the rope damping mechanism according to the embodiment are installed in the rope hole 10.

[第1実施形態]
図2は第1実施形態が適用されるロープ制振装置の構成を示している。
[First Embodiment]
FIG. 2 shows the configuration of the rope damping device to which the first embodiment is applied.

図2に示すように、ロープ制振装置21は、左右一対の縦枠から成る枠部21aと、枠部21aの縦枠間に軸21hによって回転自在に配置された上側ローラ21bと、枠部21の下方において枠部21aの縦枠間に軸21jによって回転自在に配置された下側ローラ21cとを備える。 As shown in FIG. 2, the rope damping device 21 includes a frame portion 21a composed of a pair of left and right vertical frames, an upper roller 21b rotatably arranged between the vertical frames of the frame portions 21a by a shaft 21h, and a frame portion. Below 21 is provided with a lower roller 21c rotatably arranged by a shaft 21j between the vertical frames of the frame portion 21a.

また、ロープ制振装置21は、支点部21dとなる箇所に設けられた取付座21gの取付孔21eによって機械室床8に固定され、かつ、ロープ孔10を貫通して設けられている。ロープ制振装置21の支点部21dの縦枠間には、丸棒21fが配置され、支点部21dを中心として振り子状に揺動可能となっている。 Further, the rope vibration damping device 21 is fixed to the machine room floor 8 by a mounting hole 21e of a mounting seat 21g provided at a position serving as a fulcrum portion 21d, and is provided through the rope hole 10. A round bar 21f is arranged between the vertical frames of the fulcrum portion 21d of the rope vibration damping device 21, and can swing around the fulcrum portion 21d in a pendulum shape.

下側ローラ21cのローラ径は、上側ローラ21bよりも大きく、その重量も重く構成されている。また、下側ローラ21cから支点部21dまでの距離は、上側ローラ21bから支点部21dまでの距離よりも長くなっている。 The roller diameter of the lower roller 21c is larger than that of the upper roller 21b, and its weight is also heavy. Further, the distance from the lower roller 21c to the fulcrum portion 21d is longer than the distance from the upper roller 21b to the fulcrum portion 21d.

図3に示すように、図2に示すロープ制振装置21を一対備え、各ロープ制振装置21は主ロープ5を間にして対向して機械室床8のロープ孔10に設置されるロープ制振機構30が構成される。 As shown in FIG. 3, a pair of rope damping devices 21 shown in FIG. 2 are provided, and each rope damping device 21 is a rope installed in a rope hole 10 of a machine room floor 8 facing each other with a main rope 5 in between. The vibration damping mechanism 30 is configured.

次に、図3を参照して第1実施形態の作用を説明する。 Next, the operation of the first embodiment will be described with reference to FIG.

一対のロープ制振装置21が主ロープ5を間にしてロープ孔10に設置され、ロープ制振機構30が構成されている。 A pair of rope damping devices 21 are installed in the rope holes 10 with the main rope 5 in between, and the rope damping mechanism 30 is configured.

主ロープ5に揺れ(振動)が無い状態では、図中、全線で示すように、主ロープ5は、各ロープ制振装置21には接触することなく、上下動を繰り返す。 When there is no shaking (vibration) in the main rope 5, as shown by all lines in the figure, the main rope 5 repeats vertical movement without contacting each rope vibration damping device 21.

地震の発生等により、主ロープ5が図中2点鎖線で示すように軌道22のように揺れると、ロープ5の揺れに伴って、各ロープ制振装置21は、支点部21dを中心に振り子状に揺動運動をする。主ロープ5が上側ローラ21b及び下側ローラ21cに接触すると、下側ローラ21cの揺れ方向とは反対方向に上側ローラ21bが揺れる。すなわち、図中矢印で示すように、各ロープ制振装置21には、下側ローラ21cから上側ローラ21bに向かう力が加わる。この力によって上側ローラ21bは、主ロープ5の揺れ(振動)を抑える方向に振れて主ロープ5の揺れ(振動)を抑制する。このとき、下側ローラ21cの方が上側ローラ21bよりも大きく、その重量も重く構成されている。また、下側ローラ21cから支点部21dまでの距離は、上側ローラ21bから支点部21dまでの距離よりも長くなっている。このため、主ロープ5が揺れた際の振れ幅を効果的に小さくすることができる。 When the main rope 5 sways like the orbit 22 as shown by the alternate long and short dash line in the figure due to the occurrence of an earthquake or the like, each rope damping device 21 pendulums around the fulcrum portion 21d as the rope 5 sways. It swings like a rock. When the main rope 5 comes into contact with the upper roller 21b and the lower roller 21c, the upper roller 21b swings in the direction opposite to the swing direction of the lower roller 21c. That is, as shown by the arrows in the figure, a force is applied to each rope damping device 21 from the lower roller 21c toward the upper roller 21b. Due to this force, the upper roller 21b swings in a direction of suppressing the shaking (vibration) of the main rope 5 and suppresses the shaking (vibration) of the main rope 5. At this time, the lower roller 21c is larger than the upper roller 21b, and its weight is also heavier. Further, the distance from the lower roller 21c to the fulcrum portion 21d is longer than the distance from the upper roller 21b to the fulcrum portion 21d. Therefore, the swing width when the main rope 5 swings can be effectively reduced.

なお、第1実施形態では、一対のロープ制振装置21でロープ制振機構30を構成したが、必ずしも一対である必要はない。一台のロープ制振装置21をロープ孔10に設置することでも主ロープ5の揺れを抑制することが期待できる。 In the first embodiment, the rope damping mechanism 30 is composed of a pair of rope damping devices 21, but the rope damping mechanism 30 does not necessarily have to be a pair. By installing one rope damping device 21 in the rope hole 10, it can be expected that the main rope 5 is suppressed from shaking.

[第2実施形態]
図4、図5は第2実施形態の構成を示している。
[Second Embodiment]
4 and 5 show the configuration of the second embodiment.

第2実施形態では、ロープ制振装置21を一対備え、各ロープ制振装置21は主ロープ2を間にして対向してロープ孔10に設置され、かつ、両ロープ制振装置21は下側ローラ21c付近で連結されることでロープ制振機構31が構成される。 In the second embodiment, a pair of rope damping devices 21 are provided, each rope damping device 21 is installed in the rope hole 10 facing each other with the main rope 2 in between, and both rope damping devices 21 are on the lower side. The rope damping mechanism 31 is configured by being connected in the vicinity of the rollers 21c.

2つの制振装置21の連結は、ローラ連結具32によって2つの枠部21aをボルトで締結する。各ロープ制振装置21の構成は図2で説明したと同様であるため、その説明は省略する。 To connect the two vibration damping devices 21, the two frame portions 21a are bolted together by the roller connecting tool 32. Since the configuration of each rope vibration damping device 21 is the same as that described with reference to FIG. 2, the description thereof will be omitted.

次に、図5を参照して第2実施形態の作用を説明する。 Next, the operation of the second embodiment will be described with reference to FIG.

主ロープ5に揺れ(振動)が無い状態では、図中、全線で示すように、主ロープ5は、各ロープ制振装置21には接触することなく、上下動を繰り返す。 When there is no shaking (vibration) in the main rope 5, as shown by all lines in the figure, the main rope 5 repeats vertical movement without contacting each rope vibration damping device 21.

地震の発生等により、主ロープ5が図中2点鎖線で示すように軌道22のように揺れると、ロープ5の揺れに伴って、各ロープ制振装置21は、支点部21dを中心に振り子状に揺動運動をする。このとき、2つの制振装置21は、ローラ連結具32によって連結されてロープ制振機構31を構成しているので、複数本の主ロープ5がバラバラに揺れた場合でも、下側ローラ21cによってバラバラな揺れを吸収して揺れ幅を少なくすることができる。 When the main rope 5 sways like the orbit 22 as shown by the alternate long and short dash line in the figure due to the occurrence of an earthquake or the like, each rope damping device 21 pendulums around the fulcrum portion 21d as the rope 5 sways. It swings like a rock. At this time, since the two vibration damping devices 21 are connected by the roller connector 32 to form the rope damping mechanism 31, even if a plurality of main ropes 5 sway apart, the lower roller 21c It is possible to absorb the disjointed shaking and reduce the shaking width.

このように第2実施形態によれば、第1実施形態と同様な効果を奏するとともに、より一層、主ロープの揺れを少なくすることができる。 As described above, according to the second embodiment, the same effect as that of the first embodiment can be obtained, and the swing of the main rope can be further reduced.

以上、本発明のいくつかの実施形態を説明したが、これらの実施形態は、例として提示したものであり、発明の範囲を限定することは意図していない。これら新規な実施形態は、その他の様々な形態で実施されることが可能であり、発明の要旨を逸脱しない範囲で、種々の省略、置き換え、変更を行うことができる。これら実施形態やその変形は、発明の範囲や要旨に含まれるとともに、特許請求の範囲に記載された発明とその均等の範囲に含まれる。 Although some embodiments of the present invention have been described above, these embodiments are presented as examples and are not intended to limit the scope of the invention. These novel embodiments can be implemented in various other embodiments, and various omissions, replacements, and changes can be made without departing from the gist of the invention. These embodiments and modifications thereof are included in the scope and gist of the invention, and are also included in the scope of the invention described in the claims and the equivalent scope thereof.

2…機械室、3…巻上機シーブ、4…そらせシーブ、5…主ロープ、6…かご、7…つり合い重り、8…機械室床、9…昇降路、10…ループ孔、11…コンペンロープ、21…ロープ制振装置、21a…枠部、21b…上側ローラ、21c…下側ローラ、21d…支点部、21e…取付孔、21f…丸棒、21g…取付座、21h,21j…軸、22…主ロープの軌道、30,31…ロープ制振機構
2 ... Machine room, 3 ... Hoisting machine sheave, 4 ... Displacement sheave, 5 ... Main rope, 6 ... Basket, 7 ... Balance weight, 8 ... Machine room floor, 9 ... Hoistway, 10 ... Loop hole, 11 ... Compen Rope, 21 ... Rope damping device, 21a ... Frame part, 21b ... Upper roller, 21c ... Lower roller, 21d ... Supporting point, 21e ... Mounting hole, 21f ... Round bar, 21g ... Mounting seat, 21h, 21j ... Shaft , 22 ... Main rope trajectory, 30, 31 ... Rope damping mechanism

Claims (4)

機械室に設置された巻上機のシーブにかけ渡され、かごとつり合い重りとを連結する主ロープの揺れを抑制するエレベータのロープ制振装置であって、
前記機械室の床面のロープ孔を貫通して設けられ、支点部を介して前記床面に固定され、かつ支点部を支点として揺動可能に取り付けられる枠部と、
前記機械室の床面よりも上方の前記枠部に回転可能に設置された上側ローラと、
前記機械室の床面を貫通した前記枠部の下方に回転可能に設置され、前記上側ローラのローラ径よりも大きく、かつ前記上側ローラの重量よりも重い下側ローラと、
を備えたエレベータのロープ制振装置。
It is a rope damping device for elevators that suppresses the shaking of the main rope that is passed over the sheave of the hoist installed in the machine room and connects the cage and the balance weight.
A frame portion provided through a rope hole on the floor surface of the machine room, fixed to the floor surface via a fulcrum portion, and swingably attached with the fulcrum portion as a fulcrum.
An upper roller rotatably installed in the frame portion above the floor surface of the machine room, and
A lower roller that is rotatably installed below the frame portion that penetrates the floor surface of the machine room, is larger than the roller diameter of the upper roller, and is heavier than the weight of the upper roller.
Elevator rope damping device equipped with.
請求項1に記載のロープ制振装置において、
前記下側ローラから前記支点部までの距離は、前記上側ローラから前記支点部までの距離よりも長いエレベータのロープ制振装置。
In the rope vibration damping device according to claim 1,
An elevator rope damping device in which the distance from the lower roller to the fulcrum is longer than the distance from the upper roller to the fulcrum.
請求項1又は2に記載のロープ制振装置を一対備え、各ロープ制振装置は前記主ロープを間にして対向して前記床面のロープ孔に設置されるロープ制振機構。 A rope damping mechanism comprising a pair of rope damping devices according to claim 1 or 2, and each rope damping device is installed in a rope hole on the floor surface so as to face the main rope in between. 請求項1又は2に記載のロープ制振装置を一対備え、各ロープ制振装置は前記主ロープを間にして対向して前記床面のロープ孔に設置され、かつ、両ロープ制振装置は前記下側ローラ付近で連結されているロープ制振機構。
The rope damping device according to claim 1 or 2 is provided, and each rope damping device is installed in a rope hole on the floor surface facing each other with the main rope in between, and both rope damping devices are provided. A rope damping mechanism connected near the lower roller.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004250217A (en) * 2003-02-21 2004-09-09 Toshiba Elevator Co Ltd Damping device for elevator rope
JP2007001711A (en) * 2005-06-23 2007-01-11 Toshiba Elevator Co Ltd Rope vibration control device of elevator and mounting structure of rope vibration control device
JP2011126708A (en) * 2009-12-21 2011-06-30 Toshiba Elevator Co Ltd Elevator

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004250217A (en) * 2003-02-21 2004-09-09 Toshiba Elevator Co Ltd Damping device for elevator rope
JP2007001711A (en) * 2005-06-23 2007-01-11 Toshiba Elevator Co Ltd Rope vibration control device of elevator and mounting structure of rope vibration control device
JP2011126708A (en) * 2009-12-21 2011-06-30 Toshiba Elevator Co Ltd Elevator

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