JP2002167144A - Balance weight aseismic device for elevator - Google Patents
Balance weight aseismic device for elevatorInfo
- Publication number
- JP2002167144A JP2002167144A JP2000367228A JP2000367228A JP2002167144A JP 2002167144 A JP2002167144 A JP 2002167144A JP 2000367228 A JP2000367228 A JP 2000367228A JP 2000367228 A JP2000367228 A JP 2000367228A JP 2002167144 A JP2002167144 A JP 2002167144A
- Authority
- JP
- Japan
- Prior art keywords
- counterweight
- elevator
- pair
- mounting
- bolts
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B17/00—Hoistway equipment
- B66B17/12—Counterpoises
Landscapes
- Maintenance And Inspection Apparatuses For Elevators (AREA)
- Cage And Drive Apparatuses For Elevators (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、重り枠の縦柱が
地震により変形し積層重りが脱落するのを防止するエレ
ベータの釣合重り耐震装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a counterweight seismic device for an elevator, which prevents a vertical column of a weight frame from being deformed by an earthquake and causing a stacked weight to fall off.
【0002】[0002]
【従来の技術】図14は例えば特許第2774902号
公報に示された従来のエレベータの釣合重りを示す正面
図、図15は図14の要部側面図、図16は図15のX
VI−XVI線に沿う断面図、図17は図14の要部を
示す分解斜視図である。2. Description of the Related Art FIG. 14 is a front view showing a counterweight of a conventional elevator disclosed in, for example, Japanese Patent No. 2774902, FIG. 15 is a side view of a main part of FIG. 14, and FIG.
FIG. 17 is an exploded perspective view showing a main part of FIG. 14 along the line VI-XVI.
【0003】図において、重り枠1は、互いに間隔をお
いて平行に配置された断面コ字形の一対の縦柱2、これ
ら縦柱2の上端部間に固定されている上枠3、及び縦柱
2の下端部間に固定されている下枠4を有している。上
枠3及び下枠4の両端部には、昇降路に設置されるガイ
ドレール20(図16)に係合するガイドシュー5がそ
れぞれ取り付けられている。In the drawing, a weight frame 1 comprises a pair of vertical columns 2 having a U-shaped cross section which are arranged in parallel at a distance from each other, an upper frame 3 fixed between upper ends of these vertical columns 2, and a vertical frame. The lower frame 4 is fixed between the lower ends of the columns 2. Guide shoes 5 that engage with guide rails 20 (FIG. 16) installed on the hoistway are attached to both ends of the upper frame 3 and the lower frame 4, respectively.
【0004】上枠3には、複数本のシャックルロッド6
が接続されている。これらのシャックルロッド6には、
主ロープ7の端末が接続されている。シャックルロッド
6と上枠3との間には圧縮ばね8が設けられている。縦
柱2の中間部には、中間ストッパ9が取り付けられてい
る。重り枠1の内側には、複数の積層重り10が積層さ
れ保持されている。The upper frame 3 has a plurality of shackle rods 6.
Is connected. These shackle rods 6
The terminal of the main rope 7 is connected. A compression spring 8 is provided between the shackle rod 6 and the upper frame 3. An intermediate stopper 9 is attached to an intermediate portion of the vertical column 2. A plurality of stacked weights 10 are stacked and held inside the weight frame 1.
【0005】重り枠1の上下方向の中間部には、前後一
対の帯板11が取り付けられている。帯板11の両端部
は、直角に折り曲げられており、複数本のボルト12に
より縦柱2に対して固定されている。縦柱2には、ボル
ト12が螺着される取付金13が溶接されている。取付
金13と帯板11との間には、複数枚の挟み金14が介
在されている。[0005] A pair of front and rear band plates 11 is attached to a vertical intermediate portion of the weight frame 1. Both ends of the strip 11 are bent at a right angle, and are fixed to the vertical column 2 by a plurality of bolts 12. A mounting metal 13 to which a bolt 12 is screwed is welded to the vertical column 2. A plurality of clamps 14 are interposed between the mounting metal 13 and the band plate 11.
【0006】上記のような従来の釣合重りでは、地震発
生時に、積層重り10の水平方向の揺れにより縦柱2に
捻れ変形が生じる。これに対し、耐震装置として働く帯
板11を重り枠1の前後に締結することで、縦柱2の変
形が防止され、積層重り10の脱落が防止されている。In the conventional counterweight described above, when an earthquake occurs, the vertical column 2 is twisted and deformed due to the horizontal swing of the laminated weight 10. On the other hand, by fastening the strip 11 serving as an earthquake-resistant device before and after the weight frame 1, the deformation of the vertical columns 2 is prevented, and the stacked weights 10 are prevented from falling off.
【0007】[0007]
【発明が解決しようとする課題】上記のように構成され
た従来のエレベータの釣合重りにおいては、既設のもの
に帯板11を追加で取り付ける場合、ガイドシュー5を
取り外してから重り枠1を回転させて向きを変え、作業
スペースを確保する必要があり、作業性が悪かった。ま
た、縦柱2に取付金13を取り付ける作業は、非常に不
安定な作業となるため、縦柱2にねじ加工を施すことが
できず、取付金13は溶接により縦柱2に固定せざるを
得ず、手間がかかっていた。さらに、取付金13を溶接
する際、不安定な状態の釣合重りを支える作業員が必要
となり、一人作業での据付ができなかった。In the conventional counterweight of an elevator constructed as described above, when the strip plate 11 is additionally attached to an existing elevator, the guide shoe 5 is removed before the weight frame 1 is mounted. It was necessary to rotate and change the direction to secure a work space, and the workability was poor. In addition, since the work of attaching the mounting metal 13 to the vertical column 2 is an extremely unstable operation, the vertical column 2 cannot be threaded, and the mounting metal 13 is fixed to the vertical column 2 by welding. It took time and trouble. Furthermore, when welding the attachment 13, an operator is required to support the counterweight in an unstable state, and the installation cannot be performed by one person.
【0008】この発明は、上記のような問題点を解決す
ることを課題としてなされたものであり、耐震装置を容
易に取り付けることができ、作業性を向上させることが
できるエレベータの釣合重り耐震装置を得ることを目的
とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and has a counterweight seismic resistance for an elevator in which a seismic device can be easily attached and workability can be improved. The aim is to obtain a device.
【0009】[0009]
【課題を解決するための手段】請求項1の発明に係るエ
レベータの釣合重り耐震装置は、側面、前面及び後面を
持つ断面コ字形の一対の縦柱を有する重り枠、及び両端
部が縦柱の内側に挿入されて縦柱の長手方向に積層さ
れ、重り枠内に保持されている複数の積層重りを備えて
いるエレベータの釣合重りに取り付けられ、縦柱の変形
を防止するものであって、一対の縦柱の前面にボルトに
より両端部が取り付けられ、重り枠の前側で一対の縦柱
を連結する前側連結体、前側連結体の両端部にボルトに
よりそれぞれ取り付けられている一対の取付金、及び一
対の取付金にボルトにより両端部が取り付けられ、重り
枠の後側で一対の取付金を連結する後側連結体を備えた
ものである。According to the first aspect of the present invention, there is provided a counterweight seismic device for an elevator, comprising: a weight frame having a pair of U-shaped vertical columns having a side surface, a front surface, and a rear surface; Inserted inside the pillar and stacked in the longitudinal direction of the vertical pillar, attached to the counterweight of the elevator equipped with a plurality of laminated weights held in the weight frame, to prevent deformation of the vertical pillar There is a pair of vertical pillars, both ends of which are attached to the front surfaces of the vertical pillars by bolts, and a pair of front-side connecting bodies that connect the pair of vertical columns at the front side of the weight frame, and a pair of bolts attached to both ends of the front-side connecting body. Both ends are attached to the mounting metal and the pair of mounting metal by bolts, and a rear connecting body that connects the pair of mounting metal on the rear side of the weight frame is provided.
【0010】請求項2の発明に係るエレベータの釣合重
り耐震装置は、縦柱に当接される当接面と、前側連結体
が接合される前側接合面と、後側連結体が接合される後
側接合面とを有する取付金を用いたものである。According to a second aspect of the present invention, there is provided a counterweight seismic device for an elevator, wherein a contact surface abutting on a vertical column, a front joint surface to which a front joint is joined, and a rear joint are joined. In this case, a mounting metal having a rear joint surface is used.
【0011】請求項3の発明に係るエレベータの釣合重
り耐震装置は、前側接合面及び後側接合面に、前側連結
体及び後側連結体を取り付けるためのボルトが螺着され
るねじ穴を設けたものである。According to a third aspect of the present invention, there is provided a counterweight seismic device for an elevator, wherein a front connection surface and a rear connection surface are provided with screw holes into which bolts for attaching a front connection body and a rear connection body are screwed. It is provided.
【0012】請求項4の発明に係るエレベータの釣合重
り耐震装置は、前側連結体及び後側連結体として、それ
ぞれ帯状の平板を用いたものである。According to a fourth aspect of the present invention, there is provided a counterweight seismic device for an elevator, wherein a strip-shaped flat plate is used as each of the front connecting member and the rear connecting member.
【0013】請求項5の発明に係るエレベータの釣合重
り耐震装置は、棒状の前側連結体及び後側連結体を用い
たものである。An elevator counterweight seismic device according to a fifth aspect of the present invention uses a rod-shaped front connection member and a rear connection member.
【0014】請求項6の発明に係るエレベータの釣合重
り耐震装置は、ロープ部と、このロープ部の両端部に位
置する取付金への取付部とをそれぞれ有している前側連
結体及び後側連結体を用いたものである。According to a sixth aspect of the present invention, there is provided a counterweight seismic device for an elevator, comprising: a front connecting member having a rope portion; and a mounting portion for mounting to mounting metal members located at both ends of the rope portion. This is the one using the side connection body.
【0015】請求項7の発明に係るエレベータの釣合重
り耐震装置は、釣合重りの昇降を案内するガイドレール
側へ突出した中間ストッパ部を取付金に設けたものであ
る。According to a seventh aspect of the present invention, there is provided a counterweight seismic device for an elevator, wherein an intermediate stopper portion protruding toward a guide rail for guiding the lifting and lowering of the counterweight is provided on the mounting member.
【0016】[0016]
【発明の実施の形態】以下、この発明の実施の形態を図
について説明する。 実施の形態1.図1はこの発明の実施の形態1によるエ
レベータの釣合重りを示す正面図、図2は図1の釣合重
りの要部を示す斜視図、図3は図2の釣合重りの要部を
示す側面図、図4は図3のIV−IV線に沿う断面図で
ある。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. Embodiment 1 FIG. FIG. 1 is a front view showing a counterweight of an elevator according to Embodiment 1 of the present invention, FIG. 2 is a perspective view showing a main part of the counterweight of FIG. 1, and FIG. 3 is a main part of the counterweight of FIG. FIG. 4 is a sectional view taken along line IV-IV in FIG.
【0017】図において、重り枠1は、互いに間隔をお
いて平行に配置された断面コ字形の一対の縦柱2、これ
ら縦柱2の上端部間に固定されている上枠3、及び縦柱
2の下端部間に固定されている下枠4を有している。上
枠3及び下枠4の両端部には、昇降路に設置されるガイ
ドレール20(図4)に係合するガイドシュー5がそれ
ぞれ取り付けられている。In the drawing, a weight frame 1 is composed of a pair of vertical columns 2 having a U-shaped cross section and arranged in parallel at a distance from each other, an upper frame 3 fixed between upper ends of these vertical columns 2, and a vertical frame. The lower frame 4 is fixed between the lower ends of the columns 2. Guide shoes 5 that engage with guide rails 20 (FIG. 4) installed on the hoistway are attached to both ends of the upper frame 3 and the lower frame 4, respectively.
【0018】上枠3には、複数本のシャックルロッド6
が接続されている。これらのシャックルロッド6には、
主ロープ7の端末が接続されている。シャックルロッド
6と上枠3との間には圧縮ばね8が設けられている。The upper frame 3 has a plurality of shackle rods 6.
Is connected. These shackle rods 6
The terminal of the main rope 7 is connected. A compression spring 8 is provided between the shackle rod 6 and the upper frame 3.
【0019】重り枠1の内側には、複数の積層重り21
が積層され保持されている。縦柱2は、積層重り21の
積層体21Aの側面に対向する側面2aと、積層体21
Aの幅方向両端部の前面及び後面に対向する前面2b及
び後面2cとを有している。縦柱2の中間部には、中間
ストッパ9が取り付けられている。Inside the weight frame 1, there are a plurality of stacked weights 21.
Are stacked and held. The vertical column 2 includes a side surface 2 a facing the side surface of the stacked body 21 A of the stacked weight 21,
A has a front surface 2b and a rear surface 2c facing the front and rear surfaces at both ends in the width direction of A. An intermediate stopper 9 is attached to an intermediate portion of the vertical column 2.
【0020】一対の縦柱2の長手方向(上下方向)の中
間部には、帯状の平板(例えば鋼板)からなる前側連結
体22が取り付けられている。前側連結体22は、その
両端部が複数本のボルト23により縦柱2の前面2bに
取り付けられ、重り枠1の前側で一対の縦柱2を連結し
ている。A front connector 22 made of a band-shaped flat plate (for example, a steel plate) is attached to an intermediate portion in the longitudinal direction (vertical direction) of the pair of vertical columns 2. Both ends of the front connector 22 are attached to the front surface 2 b of the vertical column 2 with a plurality of bolts 23, and connect the pair of vertical columns 2 on the front side of the weight frame 1.
【0021】前側連結体22の両端部には、断面コ字形
の取付金24が複数本のボルト25によりそれぞれ取り
付けられている。一対の取付金24には、重り枠1の後
側で一対の取付金24を連結する帯状の平板からなる後
側連結体26が取り付けられている。後側連結体26
は、その両端部が複数本のボルト27により一対の取付
金24に取り付けられている。At both ends of the front connecting body 22, mounting metal 24 having a U-shaped cross section is mounted by a plurality of bolts 25, respectively. A rear connecting body 26 formed of a band-shaped flat plate that connects the pair of mounting metals 24 at the rear side of the weight frame 1 is attached to the pair of mounting metals 24. Rear connector 26
Are mounted on a pair of mounting members 24 with a plurality of bolts 27 at both ends.
【0022】取付金24は、縦柱2に当接される当接面
24aと、前側連結体22が接合される前側接合面24
bと、後側連結体26が接合される後側接合面24cと
を有している。前側接合面24b及び後側接合面24c
には、ボルト25,27が螺着される複数のねじ穴24
d,24eが設けられている。縦柱2の前面2bには、
ボルト23が螺着される複数のねじ穴2dが設けられて
いる。The mounting metal 24 has a contact surface 24a which is in contact with the vertical column 2 and a front joint surface 24 to which the front connector 22 is joined.
b and a rear joint surface 24c to which the rear connector 26 is joined. Front joining surface 24b and rear joining surface 24c
Has a plurality of screw holes 24 into which bolts 25 and 27 are screwed.
d and 24e are provided. On the front surface 2b of the vertical column 2,
A plurality of screw holes 2d into which the bolts 23 are screwed are provided.
【0023】ボルト23,25,27は、座金28及び
ばね座金29を介して締め込まれている。縦柱2の前面
2bと前側連結体22との間には、ボルト23の通過を
許容する複数枚の挟み金30が必要に応じて介在されて
いる。実施の形態1による釣合重り耐震装置は、前側連
結体22、ボルト23,25,27、取付金24、後側
連結体26、座金28、ばね座金29及び挟み金30を
有している。The bolts 23, 25 and 27 are tightened via washers 28 and spring washers 29. Between the front surface 2b of the vertical column 2 and the front connector 22, a plurality of clamps 30 that allow the passage of the bolts 23 are interposed as necessary. The counterweight seismic device according to the first embodiment includes a front connector 22, bolts 23, 25, and 27, a fitting 24, a rear connector 26, a washer 28, a spring washer 29, and a clamp 30.
【0024】このような釣合重り耐震装置では、左右の
縦柱2が前側及び後側連結体22,26により連結され
ているため、地震による縦柱2の変形が防止され、積層
重り21の脱落が防止される。また、既存の釣合重りに
対する加工は、縦柱の前面2bにねじ穴2dを設ける加
工だけでよく、耐震装置を現地で容易に取り付けること
ができ、作業性を向上させることができる。In such a counterweight seismic device, since the left and right vertical columns 2 are connected by the front and rear connecting bodies 22 and 26, deformation of the vertical columns 2 due to the earthquake is prevented, and Shedding is prevented. In addition, the processing for the existing counterweight is only required to provide the screw hole 2d on the front surface 2b of the vertical column, and the seismic device can be easily attached on site, and the workability can be improved.
【0025】実施の形態2.なお、実施の形態1では、
帯状の平板からなる前側及び後側連結体22,26を示
したが、例えば図5〜図7に示すように、それぞれ棒状
の前側及び後側連結体31,32を用いてもよい。ま
た、必要に応じて、前側及び後側連結体31,32を複
数本ずつ配置してもよい。Embodiment 2 In the first embodiment,
Although the front and rear connectors 22 and 26 made of band-shaped flat plates are shown, rod-like front and rear connectors 31 and 32 may be used as shown in FIGS. Further, if necessary, a plurality of front and rear connectors 31 and 32 may be arranged.
【0026】実施の形態3.また、例えば図8〜図10
に示すように、可撓性のロープ部33a,34aと、こ
のロープ部33a,34aの両端部に位置する取付金2
4への取付部33b,33c,34b,34cとをそれ
ぞれ有する前側及び後側連結体33,34を用いてもよ
い。Embodiment 3 FIG. In addition, for example, FIGS.
As shown in the figure, flexible rope portions 33a, 34a and mounting members 2 located at both ends of the rope portions 33a, 34a.
Alternatively, front and rear connecting bodies 33 and 34 each having an attachment portion 33b, 33c, 34b, and 34c to the fourth member 4 may be used.
【0027】実施の形態4.次に、図11はこの発明の
実施の形態4によるエレベータの釣合重りの要部を示す
斜視図、図12は図11の釣合重りの要部を示す側面
図、図13は図12のXIII−XIII線に沿う断面
図である。Embodiment 4 Next, FIG. 11 is a perspective view showing a main part of a counterweight of an elevator according to a fourth embodiment of the present invention, FIG. 12 is a side view showing a main part of the counterweight of FIG. 11, and FIG. It is sectional drawing which follows the XIII-XIII line.
【0028】この実施の形態4では、中間ストッパを兼
ねる取付金35が使用されている。取付金35は、縦柱
2に当接される当接面35aと、前側連結体22が接合
される前側接合面35bと、後側連結体26が接合され
る後側接合面35cと、ガイドレール20側へ突出した
中間ストッパ部35dとを有している。前側接合面35
b及び後側接合面35cには、ボルト25,27が螺着
される複数のねじ穴35e,35fが設けられている。
他の構成は、実施の形態1と同様である。In the fourth embodiment, a mounting metal 35 serving as an intermediate stopper is used. The mounting metal 35 includes a contact surface 35a that is in contact with the vertical column 2, a front joint surface 35b to which the front connector 22 is joined, a rear joint surface 35c to which the rear connector 26 is joined, and a guide. And an intermediate stopper 35d protruding toward the rail 20. Front joining surface 35
A plurality of screw holes 35e and 35f into which the bolts 25 and 27 are screwed are provided in the b and the rear joint surface 35c.
Other configurations are the same as those of the first embodiment.
【0029】このような釣合重り耐震装置では、取付金
35に中間ストッパ部35dが設けられているため、中
間ストッパを別に取り付ける必要がなく、部品点数を削
減してコストを低減することができる。In such a counterweight seismic device, the intermediate stopper 35d is provided on the mounting member 35, so that it is not necessary to separately attach an intermediate stopper, and the number of parts can be reduced and the cost can be reduced. .
【0030】なお、実施の形態1〜4では、釣合重りの
上下方向の中央部のみに釣合重り耐震装置を釣合重りの
複数箇所に釣合重り耐震装置を配置してもよい。In the first to fourth embodiments, the counterweight seismic device may be arranged only at the center of the counterweight in the vertical direction, and the counterweight seismic device may be arranged at a plurality of locations of the counterweight.
【0031】[0031]
【発明の効果】以上説明したように、請求項1の発明の
エレベータの釣合重り耐震装置は、重り枠の前側で一対
の縦柱を連結する前側連結体の両端部を、一対の縦柱の
前面にボルトにより取り付け、前側連結体の両端部にそ
れぞれボルトにより取付金を取り付け、重り枠の後側で
一対の取付金を連結する後側連結体の両端部を、一対の
取付金にボルトにより取り付けたので、地震による縦柱
の変形が防止され、積層重りの脱落が防止される。ま
た、既存の釣合重りに対する加工は、縦柱の前面にねじ
穴を設ける加工だけでよく、溶接等は不要であり、耐震
装置を現地で容易に取り付けることができ、作業性を向
上させることができる。As described above, according to the first aspect of the present invention, the counterweight seismic device for an elevator according to the first aspect of the present invention includes a pair of vertical columns connected to a pair of vertical columns at the front side of the weight frame. Attach bolts to the front of the front connector, attach bolts to both ends of the front connector with bolts respectively, and connect both ends of the rear connector to the pair of As a result, the vertical columns are prevented from being deformed due to the earthquake, and the stacked weights are prevented from falling off. In addition, the existing counterweight can be processed simply by providing a screw hole in the front of the vertical column, no welding is required, and the seismic device can be easily installed on site to improve workability. Can be.
【0032】請求項2の発明のエレベータの釣合重り耐
震装置は、縦柱に当接される当接面と、前側連結体が接
合される前側接合面と、後側連結体が接合される後側接
合面とを有する取付金を用いたので、簡単な構成で前側
及び後側連結体を縦柱に取り付けることができる。According to a second aspect of the present invention, there is provided a counterweight seismic device for an elevator, wherein a contact surface abutting on a vertical column, a front joint surface to which a front joint is joined, and a rear joint are joined. Since the mounting metal having the rear joint surface is used, the front and rear connecting bodies can be mounted on the vertical column with a simple configuration.
【0033】請求項3の発明のエレベータの釣合重り耐
震装置は、前側接合面及び後側接合面に、前側連結体及
び後側連結体を取り付けるためのボルトが螺着されるね
じ穴を設けたもので、現場での耐震装置の取付作業をさ
らに容易にすることができる。According to a third aspect of the present invention, there is provided a counterweight seismic device for an elevator, wherein a screw hole is provided in the front joint surface and the rear joint surface, into which a bolt for attaching the front joint and the rear joint is screwed. Therefore, it is possible to further facilitate the work of mounting the seismic device on site.
【0034】請求項4の発明のエレベータの釣合重り耐
震装置は、前側連結体及び後側連結体として、それぞれ
帯状の平板を用いたので、簡単な構成により地震による
縦柱の変形を抑えることができる。The elevator counterweight seismic device according to the fourth aspect of the present invention uses strip-shaped flat plates as the front connecting member and the rear connecting member, respectively. Can be.
【0035】請求項5の発明のエレベータの釣合重り耐
震装置は、棒状の前側連結体及び後側連結体を用いたの
で、簡単な構成により地震による縦柱の変形を抑えるこ
とができる。In the elevator counterweight seismic device according to the fifth aspect of the present invention, since the rod-shaped front and rear connecting members are used, deformation of the vertical column due to the earthquake can be suppressed with a simple configuration.
【0036】請求項6の発明のエレベータの釣合重り耐
震装置は、ロープ部と、このロープ部の両端部に位置す
る取付金への取付部とをそれぞれ有している前側連結体
及び後側連結体を用いたので、簡単な構成により地震に
よる縦柱の変形を抑えることができる。According to a sixth aspect of the present invention, there is provided a counterweight seismic device for an elevator, comprising a front portion and a rear portion each having a rope portion, and mounting portions for mounting metal members located at both ends of the rope portion. Since the connecting body is used, the deformation of the vertical column due to the earthquake can be suppressed with a simple configuration.
【0037】請求項7の発明のエレベータの釣合重り耐
震装置は、釣合重りの昇降を案内するガイドレール側へ
突出した中間ストッパ部を取付金に設けたので、部品点
数を削減してコストを低減することができる。According to the seventh aspect of the present invention, an intermediate stopper portion protruding toward the guide rail for guiding the lifting and lowering of the counterweight is provided on the mounting metal. Can be reduced.
【図1】 この発明の実施の形態1によるエレベータの
釣合重りを示す正面図である。FIG. 1 is a front view showing a counterweight of an elevator according to Embodiment 1 of the present invention.
【図2】 図1の釣合重りの要部を示す斜視図である。FIG. 2 is a perspective view showing a main part of the counterweight of FIG. 1;
【図3】 図2の釣合重りの要部を示す側面図である。FIG. 3 is a side view showing a main part of the counterweight of FIG. 2;
【図4】 図3のIV−IV線に沿う断面図である。FIG. 4 is a sectional view taken along the line IV-IV in FIG. 3;
【図5】 この発明の実施の形態2によるエレベータの
釣合重りの要部を示す斜視図である。FIG. 5 is a perspective view showing a main part of a counterweight of an elevator according to a second embodiment of the present invention.
【図6】 図5の釣合重りの要部を示す側面図である。FIG. 6 is a side view showing a main part of the counterweight of FIG. 5;
【図7】 図6のVII−VII線に沿う断面図であ
る。7 is a sectional view taken along the line VII-VII in FIG.
【図8】 この発明の実施の形態3によるエレベータの
釣合重りの要部を示す斜視図である。FIG. 8 is a perspective view showing a main part of a counterweight of an elevator according to a third embodiment of the present invention.
【図9】 図8の釣合重りの要部を示す側面図である。FIG. 9 is a side view showing a main part of the counterweight of FIG. 8;
【図10】 図9のX−X線に沿う断面図である。FIG. 10 is a sectional view taken along line XX of FIG. 9;
【図11】 この発明の実施の形態4によるエレベータ
の釣合重りの要部を示す斜視図である。FIG. 11 is a perspective view showing a main part of a counterweight of an elevator according to a fourth embodiment of the present invention.
【図12】 図11の釣合重りの要部を示す側面図であ
る。FIG. 12 is a side view showing a main part of the counterweight of FIG. 11;
【図13】 図12のXIII−XIII線に沿う断面
図である。FIG. 13 is a sectional view taken along the line XIII-XIII of FIG.
【図14】 従来のエレベータの釣合重りの一例を示す
正面図である。FIG. 14 is a front view showing an example of a conventional counterweight of an elevator.
【図15】 図14の要部側面図である。FIG. 15 is a side view of a main part of FIG.
【図16】 図15のXVI−XVI線に沿う断面図で
ある。FIG. 16 is a sectional view taken along the line XVI-XVI in FIG.
【図17】 図14の要部を示す分解斜視図である。FIG. 17 is an exploded perspective view showing a main part of FIG.
1 重り枠、2 縦柱、2a 側面、2b 前面、2c
後面、21 積層重り、22,31,33 前側連結
体、23,25,27 ボルト、24,35取付金、2
4a 当接面、24b 前側接合面、24c 後側接合
面、24d,24e ねじ穴、26,32,34 後側
連結体、33a,34a ロープ部、33b,33c,
34b,34c 取付部、35d 中間ストッパ部。1 weight frame, 2 vertical columns, 2a side surface, 2b front surface, 2c
Rear surface, 21 stacked weights, 22, 31, 33 front connector, 23, 25, 27 bolts, 24, 35 mounting metal, 2
4a abutment surface, 24b front joint surface, 24c rear joint surface, 24d, 24e screw hole, 26, 32, 34 rear connector, 33a, 34a rope portion, 33b, 33c,
34b, 34c Mounting part, 35d Intermediate stopper part.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 田宮 志保 東京都千代田区丸の内二丁目2番3号 三 菱電機株式会社内 Fターム(参考) 3F304 CA04 EA07 EA22 3F306 AA04 DA18 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Shiho Tamiya 2-3-2 Marunouchi, Chiyoda-ku, Tokyo F-term in Mitsubishi Electric Corporation (reference) 3F304 CA04 EA07 EA22 3F306 AA04 DA18
Claims (7)
一対の縦柱を有する重り枠、及び両端部が上記縦柱の内
側に挿入されて上記縦柱の長手方向に積層され、上記重
り枠内に保持されている複数の積層重りを備えているエ
レベータの釣合重りに取り付けられ、上記縦柱の変形を
防止するエレベータの釣合重り耐震装置であって、 上記一対の縦柱の前面にボルトにより両端部が取り付け
られ、上記重り枠の前側で上記一対の縦柱を連結する前
側連結体、 上記前側連結体の両端部にボルトによりそれぞれ取り付
けられている一対の取付金、及び上記一対の取付金にボ
ルトにより両端部が取り付けられ、上記重り枠の後側で
上記一対の取付金を連結する後側連結体を備えているこ
とを特徴とするエレベータの釣合重り耐震装置。1. A weight frame having a pair of vertical columns having a side surface, a front surface, and a rear surface and having a U-shaped cross section, and both ends inserted into the vertical columns and laminated in the longitudinal direction of the vertical columns, A counterweight seismic device for an elevator attached to a counterweight of an elevator having a plurality of stacked weights held in a frame and for preventing deformation of the vertical column, wherein a front face of the pair of vertical columns is provided. Both ends are attached by bolts, and a front connecting body that connects the pair of vertical columns at the front side of the weight frame, a pair of mounting metals respectively attached to both ends of the front connecting body by bolts, and the pair A balancing weight seismic isolation device for an elevator, comprising: a rear connecting body connected to the pair of mounting metals at the rear side of the weight frame, with both ends attached to the mounting metal by bolts.
前側連結体が接合される前側接合面と、後側連結体が接
合される後側接合面とを有していることを特徴とする請
求項1記載のエレベータの釣合重り耐震装置。2. A mounting surface comprising: a contact surface which is in contact with a vertical column;
The balancing weight seismic isolation device for an elevator according to claim 1, further comprising a front joint surface to which the front joint is joined, and a rear joint surface to which the rear joint is joined.
結体及び後側連結体を取り付けるためのボルトが螺着さ
れるねじ穴が設けられていることを特徴とする請求項2
記載のエレベータの釣合重り耐震装置。3. The front joint surface and the rear joint surface are provided with screw holes into which bolts for attaching the front joint and the rear joint are screwed.
An elevator counterweight seismic device as described.
帯状の平板であることを特徴とする請求項1ないし請求
項3のいずれかに記載のエレベータの釣合重り耐震装
置。4. The counterweight seismic device for an elevator according to claim 1, wherein each of the front connector and the rear connector is a band-shaped flat plate.
棒状であることを特徴とする請求項1ないし請求項3の
いずれかに記載のエレベータの釣合重り耐震装置。5. An apparatus according to claim 1, wherein each of the front connector and the rear connector has a rod shape.
と、このロープ部の両端部に位置する取付金への取付部
とをそれぞれ有していることを特徴とする請求項1ない
し請求項3のいずれかに記載のエレベータの釣合重り耐
震装置。6. The front connecting body and the rear connecting body each have a rope portion and a mounting portion to a mounting metal located at both ends of the rope portion, respectively. An elevator counterweight seismic device according to claim 3.
ガイドレール側へ突出した中間ストッパ部が設けられて
いることを特徴とする請求項1ないし請求項6のいずれ
かに記載のエレベータの釣合重り耐震装置。7. The mounting member according to claim 1, wherein the mounting member is provided with an intermediate stopper portion projecting toward a guide rail for guiding the lifting and lowering of the counterweight. Elevator counterweight seismic device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000367228A JP4799730B2 (en) | 2000-12-01 | 2000-12-01 | Elevator counterweight seismic device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000367228A JP4799730B2 (en) | 2000-12-01 | 2000-12-01 | Elevator counterweight seismic device |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002167144A true JP2002167144A (en) | 2002-06-11 |
JP4799730B2 JP4799730B2 (en) | 2011-10-26 |
Family
ID=18837691
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000367228A Expired - Lifetime JP4799730B2 (en) | 2000-12-01 | 2000-12-01 | Elevator counterweight seismic device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4799730B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014125311A (en) * | 2012-12-26 | 2014-07-07 | Hitachi Ltd | Counterweight of elevator |
JP2018034993A (en) * | 2016-09-02 | 2018-03-08 | 三菱電機ビルテクノサービス株式会社 | Balance weight device for elevator, tool for constructing balance weight device and method for constructing balance weight device |
JP2018080008A (en) * | 2016-11-15 | 2018-05-24 | 三菱電機ビルテクノサービス株式会社 | Frame band attaching device and method |
CN111824914A (en) * | 2020-07-28 | 2020-10-27 | 康达电梯有限公司 | Counterweight device for intelligent elevator |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1081468A (en) * | 1996-09-05 | 1998-03-31 | Toshiba Elevator Eng Kk | Elevator |
JP2774902B2 (en) * | 1992-06-17 | 1998-07-09 | 三菱電機ビルテクノサービス株式会社 | Elevator counterweight installation method |
-
2000
- 2000-12-01 JP JP2000367228A patent/JP4799730B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2774902B2 (en) * | 1992-06-17 | 1998-07-09 | 三菱電機ビルテクノサービス株式会社 | Elevator counterweight installation method |
JPH1081468A (en) * | 1996-09-05 | 1998-03-31 | Toshiba Elevator Eng Kk | Elevator |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014125311A (en) * | 2012-12-26 | 2014-07-07 | Hitachi Ltd | Counterweight of elevator |
JP2018034993A (en) * | 2016-09-02 | 2018-03-08 | 三菱電機ビルテクノサービス株式会社 | Balance weight device for elevator, tool for constructing balance weight device and method for constructing balance weight device |
JP2018080008A (en) * | 2016-11-15 | 2018-05-24 | 三菱電機ビルテクノサービス株式会社 | Frame band attaching device and method |
CN111824914A (en) * | 2020-07-28 | 2020-10-27 | 康达电梯有限公司 | Counterweight device for intelligent elevator |
Also Published As
Publication number | Publication date |
---|---|
JP4799730B2 (en) | 2011-10-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5746874B2 (en) | Ceiling structure and brace material and ceiling finishing plate fixing bracket | |
JP6025469B2 (en) | Seismic ceiling structure | |
JP5619984B1 (en) | Buckling prevention device for suspension type support device | |
JP2002167144A (en) | Balance weight aseismic device for elevator | |
JPH1072179A (en) | Balance weight of elevator | |
JP2008143655A (en) | Earthquake resistant device for balance weight of elevator | |
JP2001270672A (en) | Balancing weight for elevator | |
JP2001253667A (en) | Balance weight for elevator | |
KR102644513B1 (en) | External reinforcement assembly for side wall of water tank | |
CN215071418U (en) | Mounting bracket for cable bridge | |
US4682772A (en) | Playground equipment including vandal resistant mechanical assembly | |
KR20190026339A (en) | A earthquake-proof rack for mounting server and network apparatus | |
CN209892873U (en) | Anti-seismic support and hanger horseshoe-shaped connecting piece, anti-seismic support and hanger connecting piece and support and hanger | |
CN214889391U (en) | Anti-seismic support hanger | |
JP6109219B2 (en) | Temporary scaffold | |
JP7153359B2 (en) | equipotential bonding fittings | |
JP7409780B2 (en) | Hanging equipment for hanging scaffolds and hanging scaffolding | |
CN209892874U (en) | Anti-seismic support and hanger lateral longitudinal connecting piece and anti-seismic support and hanger | |
JP3204445B2 (en) | Kansashi bar bracket for steel bar construction | |
KR101761277B1 (en) | Apparatus for horizontal buckling preventive structure of steel frame beam and steel frame beam including the same | |
JPH1067478A (en) | Elevator balance weight | |
JPH07305421A (en) | Joint construction of built-up house | |
JP3113422U (en) | Scaffolding anchors for scaffolding | |
JP3079908B2 (en) | Elevator device | |
JP6886788B2 (en) | Seismic ceiling structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20071107 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20100726 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20100803 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20110524 |
|
RD02 | Notification of acceptance of power of attorney |
Free format text: JAPANESE INTERMEDIATE CODE: A7422 Effective date: 20110624 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20110708 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20110802 |
|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20110803 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140812 Year of fee payment: 3 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 4799730 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |