JPS5913432B2 - Vibration isolation structure for elevator hoisting equipment - Google Patents

Vibration isolation structure for elevator hoisting equipment

Info

Publication number
JPS5913432B2
JPS5913432B2 JP10487977A JP10487977A JPS5913432B2 JP S5913432 B2 JPS5913432 B2 JP S5913432B2 JP 10487977 A JP10487977 A JP 10487977A JP 10487977 A JP10487977 A JP 10487977A JP S5913432 B2 JPS5913432 B2 JP S5913432B2
Authority
JP
Japan
Prior art keywords
hoisting machine
vibration
stand
isolation structure
foundation
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.)
Expired
Application number
JP10487977A
Other languages
Japanese (ja)
Other versions
JPS5440450A (en
Inventor
雅之 佐藤
政之 重田
正 柴田
俊彦 奈良
秋夫 石田
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 Ltd
Original Assignee
Hitachi 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 Ltd filed Critical Hitachi Ltd
Priority to JP10487977A priority Critical patent/JPS5913432B2/en
Publication of JPS5440450A publication Critical patent/JPS5440450A/en
Publication of JPS5913432B2 publication Critical patent/JPS5913432B2/en
Expired legal-status Critical Current

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  • Cage And Drive Apparatuses For Elevators (AREA)
  • Springs (AREA)

Description

【発明の詳細な説明】 本発明はエレベータ巻上装置用の防振構造に係り、特に
巻上機架台に使用するに好適なエレベータ巻上装置用の
防振構造に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vibration isolation structure for an elevator hoisting device, and particularly to a vibration isolation structure for an elevator hoisting device suitable for use in a hoisting machine frame.

第1図、第2図は従来のエレベータ巻上装置の概略を示
す。
1 and 2 schematically show a conventional elevator hoisting device.

建屋床1に埋設された基礎架台2に防振ゴム3を介して
巻上機架台8に巻上機4が取付けられている。
A hoisting machine 4 is attached to a hoisting machine pedestal 8 via a vibration isolating rubber 3 to a foundation pedestal 2 buried in a building floor 1.

従来使用されている防振ゴム3は、乗かご5の昇降方向
だけでな(、それと直角方向に対しても柔かいばね特性
を示すものである。
The conventionally used anti-vibration rubber 3 exhibits soft spring characteristics not only in the up-and-down direction of the car 5 (but also in the direction perpendicular thereto).

したがって、地震時において巻上機4が建屋床1よりも
太き(矢印のように変位し、この振動に起因する防振ゴ
ム3の破損、ロープ6のシープ1からの脱却、ロープ6
の振動による乗かご5の破損、乗ごこちの低下等が生じ
、エレベータの安全性が問題となっている。
Therefore, in the event of an earthquake, the hoisting machine 4 is thicker than the building floor 1 (displaced as shown by the arrow), and this vibration causes damage to the anti-vibration rubber 3, the rope 6 falling away from the sheep 1, and the rope 6
The vibrations cause damage to the car 5, a reduction in riding comfort, etc., and the safety of the elevator has become a problem.

このため巻上機4と建屋床1とは、巻上機4からの正常
運転時における振動を絶縁し、かつ地震時において建屋
床1と同=変位する防振構造が要求されている。
For this reason, the hoisting machine 4 and the building floor 1 are required to have a vibration-proof structure that insulates vibrations from the hoisting machine 4 during normal operation and that displaces the same as the building floor 1 during an earthquake.

これに対処するため、従来は第3図に示す構造としてい
る。
In order to deal with this, a conventional structure is shown in FIG. 3.

即ち、第3図に示すものは、基礎架台2の外側に支え部
材106を建屋床1に固定し、支え部材106の先端側
面107を巻上機架台8に接触させるものである。
That is, in the case shown in FIG. 3, a support member 106 is fixed to the building floor 1 on the outside of the base mount 2, and the end side surface 107 of the support member 106 is brought into contact with the hoist mount 8.

地震時に8いて発生する荷重は非常に大きなものであり
、不構造では先端側面107から前記荷重が作用するた
め、支え部材106の剛性を太き(する必要があり、そ
れに伴う工事が犬がかりなものとなり、特に既設の巻上
機4に適用する場合、支え部材106の固定において十
分な強度を確保する必要があった。
The load that occurs during an earthquake is very large, and since the load acts from the tip side surface 107 of a non-structural structure, it is necessary to increase the rigidity of the supporting member 106, and the accompanying construction work will be very difficult. Therefore, especially when applied to the existing hoisting machine 4, it was necessary to ensure sufficient strength in fixing the support member 106.

本発明の目的は、上記した従来技術の欠点をな(し、構
造が簡単でかつ耐震性を向上させ得るエレベータ巻上機
用防振装置を提供するにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a vibration isolator for an elevator hoisting machine that overcomes the drawbacks of the prior art described above, has a simple structure, and can improve earthquake resistance.

本発明の特徴とするところは、建屋床と、この建屋床に
所定間隔をおいて埋設された少なくとも2つのビーム状
基礎架台と、これら基礎架台の上部に設けられた防振ゴ
ムと、これら各防振ゴムの上部に設けられた少な(とも
2つのビーム状巻上機架台と、これら2つの巻上架台上
にまたがって設置され、エレベータ乗かごをロープを介
して昇降さセく巻上機とを備えたものにおいて、前記基
礎架台と巻上機架台との間に、2つの基礎架台にまたが
る補強台を設置し、かつこの補強台に、2つの巻上機架
台間に隣接する支柱を設置したエレベータ巻上装置用の
防振構造を提供するにある。
The present invention is characterized by a building floor, at least two beam-shaped foundation stands buried in the building floor at a predetermined interval, vibration-proof rubber provided on the top of these foundation stands, and each of these foundation stands. There are two beam-shaped hoisting machine frames installed on the top of the vibration-proof rubber, and the hoisting machine is installed astride these two hoisting frames to raise and lower the elevator car via a rope. A reinforcing stand spanning the two foundation stands is installed between the foundation stand and the hoisting machine stand; An object of the present invention is to provide a vibration-proof structure for an elevator hoisting device in which a supporting column is installed.

以下、本発明の一実施例を第4図、第5図および第6図
に沿って詳細に説明する。
Hereinafter, one embodiment of the present invention will be described in detail with reference to FIGS. 4, 5, and 6.

建屋床1に埋設された企つの基礎架台2上に複数個の防
振ゴム3を介し、2つの巻上機架台8がボルト結合され
ている。
Two hoisting machine frames 8 are bolted to a base frame 2 buried in a building floor 1 via a plurality of vibration-proof rubbers 3.

防振ゴム3によってできる基礎架台2と巻上機架台8の
ギャップに補強台9が挿入され、2つの基礎架台2にま
たがって固定されている。
A reinforcing stand 9 is inserted into the gap between the foundation pedestal 2 and the hoisting machine pedestal 8 formed by the anti-vibration rubber 3, and is fixed across the two foundation pedestals 2.

補強台9には支柱10が2つの巻上機架台8間内に立て
られ固定されている。
A support 10 is erected and fixed to the reinforcing stand 9 between the two hoisting machine frames 8.

支柱10と巻上機架台の内壁11との間には微小な隙間
12が設けられている。
A small gap 12 is provided between the support column 10 and the inner wall 11 of the hoisting machine frame.

エレベータの正常運転時において発生する巻上機からの
振動は微小なものであり、巻上機架台8は支柱10に接
触することな(振動する。
The vibrations from the hoisting machine that occur during normal operation of the elevator are minute, and the hoisting machine frame 8 does not come into contact with the support column 10 (vibrates).

この振動は防振ゴム3により建屋床1への伝播は絶縁さ
れる。
The vibration isolating rubber 3 prevents this vibration from propagating to the building floor 1.

地震時においては巻上機架台8は第6図矢印のごと(建
屋床1と水平な方向へ大きく変位するが、支柱10と巻
上機架台8の接触により巻上機架台8と建屋床1との相
対変位は、設けた隙間12の範囲に拘束されるため、防
振ゴム3の大変位による破損、この破損による建屋床1
と巻上機架台8との分離、ロープ6のシーブ7からの脱
却等の問題をな(し、耐震性を向上させることができる
During an earthquake, the hoisting machine pedestal 8 is largely displaced in the direction shown by the arrow in Figure 6 (horizontal to the building floor 1), but due to the contact between the support 10 and the hoisting machine pedestal 8, the hoisting machine pedestal 8 is Relative displacement with the building floor 1 is restricted within the range of the gap 12 provided, so damage caused by large displacement of the vibration isolating rubber 3, and building floor 1 caused by this damage.
This eliminates problems such as separation from the hoisting machine frame 8 and the rope 6 coming off the sheave 7, and improves earthquake resistance.

さらに、本発明は従来の装置に補強台9と支柱10を設
げるだげでよく、構造が簡単で増設が容易な耐震性向上
用防振装置を提供できる。
Furthermore, the present invention can provide a vibration isolating device for improving earthquake resistance that is simple in structure and easy to expand, since it is only necessary to provide the reinforcing stand 9 and the support column 10 to the conventional device.

また、既設のエレベータに対しても支柱10を追加する
だけなので、設計変更なしに容易に安価に対処すること
ができる。
Moreover, since the support 10 is simply added to the existing elevator, it can be easily and inexpensively handled without changing the design.

次に本発明の他の実施例を第1図、第8図より説明する
Next, another embodiment of the present invention will be described with reference to FIGS. 1 and 8.

第1図は、支柱10と巻上機架台の内壁11の隙間12
に防振ゴム等の緩衝材13を設けたものであり、本緩衝
材13により巻上機架台8と支柱10との衝突を防止し
、減衰を与えることができる。
FIG. 1 shows a gap 12 between the support column 10 and the inner wall 11 of the hoisting machine frame.
A cushioning material 13 such as anti-vibration rubber is provided on the holder, and this cushioning material 13 can prevent collision between the hoisting machine frame 8 and the support column 10 and provide damping.

支柱10に設けた緩衝材13は、巻上機架台の内壁の上
部14と下部15あるいは全面で接触するようになって
にす、巻上機架台8の建屋床1と平行な方向の変位だけ
でなく、第1図の矢印で示すようなロッキング運動に対
しても拘束するようになっている。
The cushioning material 13 provided on the support column 10 is arranged in a direction parallel to the building floor 1 of the hoisting machine pedestal 8 so that the upper part 14 and the lower part 15 or the entire surface of the inner wall of the hoisting machine pedestal are in contact with each other. It is designed to restrain not only displacement but also rocking movement as shown by the arrow in FIG.

第8図は、巻上機架台8と支柱10及びこの巻上機架台
8の両端に設けられた横材26と支柱10との間に緩衝
材13を設けたものであり、巻上機架台8の建屋床と平
行な方向の変位すべてに亘って拘束するものである。
FIG. 8 shows a case in which a buffer material 13 is provided between the hoisting machine frame 8 and the support column 10, and between the horizontal members 26 provided at both ends of the hoisting machine frame 8 and the support column 10. This restricts the entire displacement of the machine mount 8 in the direction parallel to the building floor.

以上述べた通り、本発明によれば、構造が簡単でかつ耐
震性を向上させることができた。
As described above, according to the present invention, the structure is simple and the earthquake resistance can be improved.

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

第1図は従来のエレベータ巻上装置の正面図、第2図は
第1図の側面図、第3図は、第2図とは別の従来の防振
構造を示す側面図、第4図は本発明の一実施例を示す防
振構造の正面図、第5図は第4図のI−I断面図、第6
図は第4図の平面図、第1図は本発明の他の実施例を示
す防振構造の断面図、第8図は本発明の更に他の実施例
を示す防振構造の平面図である。 1・・・建屋床、2・・・基礎架台、3・・・防振ゴム
、4・・・巻上機、5・・・乗かご、6・・・ロープ、
8・・・巻上機架台、9・・・補強台、10・・・支柱
、11・・・巻上機架台の内壁、12・・・隙間、13
・・・緩衝材、16・・・横材。
Figure 1 is a front view of a conventional elevator hoisting device, Figure 2 is a side view of Figure 1, Figure 3 is a side view of a conventional vibration isolation structure different from Figure 2, and Figure 4. 5 is a front view of a vibration isolation structure showing one embodiment of the present invention, FIG. 5 is a sectional view taken along line II in FIG. 4, and FIG.
The figure is a plan view of FIG. 4, FIG. 1 is a sectional view of a vibration isolation structure showing another embodiment of the present invention, and FIG. 8 is a plan view of a vibration isolation structure showing still another embodiment of the invention. be. 1... Building floor, 2... Foundation frame, 3... Anti-vibration rubber, 4... Hoisting machine, 5... Car, 6... Rope,
8... Hoisting machine mount, 9... Reinforcement stand, 10... Support column, 11... Inner wall of hoisting machine mount, 12... Gap, 13
...Cushioning material, 16...Horizontal material.

Claims (1)

【特許請求の範囲】 1 建屋床と、この建屋床に所定間隔をおいて埋設され
た少なくとも2つのビーム状基礎架台と、これら基礎架
台の上部に設けられた防振ゴムと、これ・ら各防振ゴム
の上部に設けられた少な(とも2つのビーム状巻上機架
台と、これら2つの巻上機架台上にまたがって設置され
、エレベータ乗かごをロープを介して昇降させる巻上機
とを備えたものに8いて、前記基礎架台と巻上機架台と
の間に、2つの基礎架台にまたがる補強台を設置し、か
つこの補強台に、2つの巻上機架台間に隣接する支柱を
設置したことを特徴とするエレベータ巻上装置用の防振
構造。 2 前記補強台及び支柱を、前記巻上機架台の両端部に
設置したことを特徴とする特許請求の範囲第1項記載の
エレベータ巻上装置用の防振構造。
[Scope of Claims] 1. A building floor, at least two beam-shaped foundation pedestals buried in the building floor at predetermined intervals, vibration-proof rubber provided on top of these foundation pedestals, and each of these. There are two beam-shaped hoisting machine frames installed above the anti-vibration rubber, and a hoisting machine installed across these two hoisting machine frames to raise and lower the elevator car via a rope. A reinforcing stand spanning the two foundation stands is installed between the foundation stand and the hoisting machine stand, and this reinforcing stand is provided with a reinforcement stand between the two hoisting machine stands. A vibration isolation structure for an elevator hoisting device, characterized in that a support column is installed adjacent to the hoisting machine.2. A vibration isolation structure for an elevator hoisting device according to scope 1.
JP10487977A 1977-09-02 1977-09-02 Vibration isolation structure for elevator hoisting equipment Expired JPS5913432B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10487977A JPS5913432B2 (en) 1977-09-02 1977-09-02 Vibration isolation structure for elevator hoisting equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10487977A JPS5913432B2 (en) 1977-09-02 1977-09-02 Vibration isolation structure for elevator hoisting equipment

Publications (2)

Publication Number Publication Date
JPS5440450A JPS5440450A (en) 1979-03-29
JPS5913432B2 true JPS5913432B2 (en) 1984-03-29

Family

ID=14392475

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10487977A Expired JPS5913432B2 (en) 1977-09-02 1977-09-02 Vibration isolation structure for elevator hoisting equipment

Country Status (1)

Country Link
JP (1) JPS5913432B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001527016A (en) * 1997-12-23 2001-12-25 インベンテイオ・アクテイエンゲゼルシヤフト Cable elevator with drive pulley
CN110526145B (en) * 2019-09-06 2021-03-23 成都久和动力科技有限责任公司 Rope outlet device with position memory function

Also Published As

Publication number Publication date
JPS5440450A (en) 1979-03-29

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