JPS60191982A - Support beam for winding machine of elevator - Google Patents

Support beam for winding machine of elevator

Info

Publication number
JPS60191982A
JPS60191982A JP4860184A JP4860184A JPS60191982A JP S60191982 A JPS60191982 A JP S60191982A JP 4860184 A JP4860184 A JP 4860184A JP 4860184 A JP4860184 A JP 4860184A JP S60191982 A JPS60191982 A JP S60191982A
Authority
JP
Japan
Prior art keywords
machine
vibration
support beam
hoisting
vibrations
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
JP4860184A
Other languages
Japanese (ja)
Inventor
順彦 豊嶋
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.)
Toshiba Corp
Original Assignee
Toshiba Corp
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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP4860184A priority Critical patent/JPS60191982A/en
Publication of JPS60191982A publication Critical patent/JPS60191982A/en
Pending legal-status Critical Current

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  • Cage And Drive 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】 〔発明の技術分野〕 この発明はエレベータの昇降路上部等の機械室に設置さ
れてロープを介してかごを昇降駆動する巻上機のマシン
ベッドや中間ベース或いはマシンビームとして用いられ
る支持梁に関すム〔発明の技術的背景及びその問題点〕 一般に巻上式エレベータにおいては、巻上機のモータの
回転に伴う振動や減速歯車などから電気制御回路に起因
する振動など、種々の振動が発生し、この振動が建屋の
居室やかごに伝播して騒音の問題を招くことがあった。
[Detailed Description of the Invention] [Technical Field of the Invention] This invention relates to a machine bed, an intermediate base, or a machine beam of a hoist that is installed in a machine room above an elevator hoistway and drives a car up and down via a rope. [Technical background of the invention and its problems] In general, hoisting elevators suffer from vibrations caused by the rotation of the motor of the hoisting machine, vibrations caused by reduction gears, electric control circuits, etc. Various types of vibrations were generated, and these vibrations could propagate to the living rooms and cages of the building, causing noise problems.

そこで、その対策として従来から巻上機のマシンベッド
と中間ベースとの間及び中間ベースとマシンビームとの
問答などに防振ゴム全介在して振動伝播をできるだけお
さえるようにしていた。
Therefore, as a countermeasure, it has conventionally been possible to suppress vibration propagation as much as possible by interposing vibration-proof rubber between the machine bed of the hoist and the intermediate base, and between the intermediate base and the machine beam.

第1図はその防振ゴムを介在した一列で、巻上機1はモ
ータ2及びウオーム減速機3からなり、その出力軸に設
けた巻上げシーブ4に巻き掛けたローブ5によりエレベ
ータ引降路内のかご6とつり合いおもり7を吊持して昇
降駆動する。こうした巻上機Iはエレベータ昇降路上部
の機械室内にマシンベッド8上に載せ、そのマシンベッ
ド8は中間ペース9上に支持し、その中間ベース9は機
械室床上のマシンビーム10上に支持して設けている。
Fig. 1 shows a line of vibration-proof rubber interposed between the hoisting machine 1, which consists of a motor 2 and a worm reducer 3, and a lobe 5 wrapped around a hoisting sheave 4 provided on its output shaft to drive the elevator downway. A car 6 and a counterweight 7 are suspended and driven up and down. Such a hoist I is mounted on a machine bed 8 in a machine room above the elevator hoistway, the machine bed 8 is supported on an intermediate pace 9, and its intermediate base 9 is supported on a machine beam 10 on the machine room floor. It is set up.

それだけでは鴛上機1から発生する振動(ウオーム減速
機3から発生する機械的振動及びサイリスタなどを用い
た牛II m m菅(Ff佃制御伐れAモータ2の電磁
振動により生じる回転振動)がマシンベッド8よυ中間
ベース9、マシンビームIOを介して建屋躯体に伝播し
て居室に大きな騒音を起こすので、上記マシンベッド8
と中間ベース9との間及び中間ベース9とマシンビーム
10との間に防振ゴム11.12fそれぞれ介在して設
け、その防振ゴム11.12により巻上機1からの振動
の中間ベース9への伝播する量を減少すると共に、さら
にマシンビーム10への伝播するti減少し、最終的に
建屋の躯体への振動伝播量を減らして型室騒音を少なく
するようにしているのである。
This alone will reduce the vibrations generated from the hoisting machine 1 (mechanical vibrations generated from the worm reducer 3 and rotational vibrations generated by the electromagnetic vibrations of the Ff Tsukuda control felling A motor 2) using a thyristor, etc. The machine bed 8 is propagated to the building frame via the machine bed 8, the intermediate base 9, and the machine beam IO, causing large noise in the living room.
and the intermediate base 9 and between the intermediate base 9 and the machine beam 10, vibration isolating rubbers 11 and 12f are provided respectively, and the vibration isolating rubbers 11 and 12 prevent vibrations from the hoisting machine 1 from the intermediate base 9. In addition to reducing the amount of vibration propagated to the machine beam 10, the amount of vibration propagated to the machine beam 10 is further reduced, and finally the amount of vibration propagated to the building frame is reduced, thereby reducing mold room noise.

ところで、上述した巻上機zl支持するマシンヘッド8
や中間ヘース9及びマシンビーム10は、通常溝形鋼や
H形成いはT形鋼又はそれらと同様の断面形状に鋼板を
曲げたものを使用している。これらを総称して以下支持
梁と言うことにする。そうした形態の鋼材からなる支持
梁は弾性体として無数の固有振動数をもっている。従っ
て、上記巻上機1から通常よく発生する振動数1l−i
′50 H2〜500 Hz 8度の範囲であるが、こ
の範囲内の近い固有振動数を支持梁が持つことで共振現
象を起こして何倍かに拡大した振幅で振動することにな
る。
By the way, the machine head 8 that supports the hoisting machine zl mentioned above
The intermediate heath 9 and machine beam 10 are usually made of channel steel, H-shaped steel, T-shaped steel, or steel plates bent into similar cross-sectional shapes. These will be collectively referred to as support beams below. Support beams made of such steel materials have countless natural frequencies as elastic bodies. Therefore, the frequency of vibration 1l-i that is usually generated from the hoisting machine 1 is
The range is from '50 H2 to 500 Hz 8 degrees, but if the support beam has a natural frequency close to this range, it will cause a resonance phenomenon and vibrate with an amplitude that is several times larger.

つまり、支持梁として第2図、第3図に示す溝型鋼14
を列にとって述べれば、相像線で示す様な撮動モードで
振動し、これが上述の巻上機からの撮動と共振現象を起
こして何倍にも振動振幅が増大する。その結果前述の如
く防振ゴムにより伝播振動を低減しても振動騒音の減少
にはならず、逆に騒音がひどくなる場合があった。
In other words, the channel steel 14 shown in FIGS. 2 and 3 serves as a support beam.
In terms of the sequence, it vibrates in the photographing mode shown by the phase image line, and this causes a resonance phenomenon with the photographing from the above-mentioned hoisting machine, increasing the vibration amplitude many times. As a result, as described above, even if the propagated vibrations are reduced by using vibration-proof rubber, the vibration noise cannot be reduced, and on the contrary, the noise may become worse.

従って、その溝型鋼14の様な支持梁では、その支持梁
自体の振動を低減させる構造が必要である。
Therefore, a support beam such as the channel steel 14 requires a structure that reduces the vibration of the support beam itself.

〔発明の目的〕[Purpose of the invention]

この発明は上記事情に鑑みなされたもので、巻上機から
の振動に対する共振現象などで振動振幅が増大すること
が無く、自身の固有振動数も変わって振動が極端に減少
できて、巻上機のマシンベッドや中間ベース或いはマシ
ンビームとビて非常に振動遮断性能に優れた騒音防止に
効果大なる支持梁を提供することを目的とする。
This invention was made in view of the above circumstances, and the vibration amplitude does not increase due to the resonance phenomenon caused by the vibration from the hoisting machine, and the natural frequency of the hoisting machine changes, so the vibration can be extremely reduced. The purpose of the present invention is to provide a support beam that has excellent vibration isolation performance and is highly effective in preventing noise when used with the machine bed, intermediate base, or machine beam of a machine.

〔発明の概要〕[Summary of the invention]

この発明のエレベータ巻上桟用支持粱は、断面溝形又け
H形成いは工形状の鋼材の凹部にコンクリートを充填し
てなる構成で、全体の減衰能が格段に大きくなり、且つ
固有振動数も変わって、巻上機からの振動との共振現象
による振動振幅の増大を無くせるようになる非常に振動
騒音の少ないものである。
The support shaft for an elevator hoisting crosspiece of the present invention has a structure in which concrete is filled in the recess of a steel material with a grooved cross-sectional shape or an H-shaped cross section, and the overall damping capacity is significantly increased. In addition, the number of vibrations and noises is very low since it can eliminate the increase in vibration amplitude due to the resonance phenomenon with vibrations from the hoisting machine.

〔発明の実施列〕[Implementation sequence of the invention]

以下、この発明の一実/7iIi列を第4図及び第5図
により説明する。なお、ここに例示する支持梁は溝形鋼
又は鋼板を折曲げ加工して溝形状にした鋼材24を用い
ている例で、第1図に示した如〈従来同様にエレベータ
巻上機のマシンベッドや中間ベース或いはマシンビーム
としてそれぞれ防振ゴムを介在して設置使用される。そ
24の凹部内にコンクIJ −) 25が与手方向全体
に亘り密に充填されている。才だ長期間の使用に耐える
ために、鋼材24とコンクリート25とが剥離防止用の
押え金具26が両端及び途中複数個所にそれぞれ貫通し
たボルト孔に挿通したボルト27の締付けにより締付は
固定されている。
Hereinafter, one embodiment/7iIi column of the present invention will be explained with reference to FIGS. 4 and 5. The support beam illustrated here is an example in which channel steel or a steel material 24 formed by bending a steel plate into a groove shape is used, and as shown in FIG. It is installed and used as a bed, intermediate base, or machine beam with anti-vibration rubber interposed. The concavity IJ-) 25 is densely filled in the concave portion of the groove 24 over the entire direction of the hand. In order to withstand long-term use, the steel material 24 and the concrete 25 are tightened by tightening bolts 27 inserted into bolt holes penetrated at both ends and at multiple locations along the way by holding metal fittings 26 for preventing peeling. ing.

又、第6図及び第7図はこの発明の他の実施列を示すも
ので、ここに示す支持梁H1形鋼材、?4を用いた列で
、このI形鋼材、?40両側両側上れぞれに上記同様に
コンクI7− ト35が充填され、且つ押え金具36が
ボルト37により締付は固定されている。
Further, FIGS. 6 and 7 show other embodiments of the present invention, and the support beam H1 section steel shown here, ? In the row using 4, this I-shaped steel material, ? Concrete I7-35 is filled in the upper and both sides of 40 in the same manner as described above, and the presser metal fittings 36 are tightened and fixed by bolts 37.

而して、上述した構成の支持梁では、鋼材24.34そ
のものは弾性体として振動し、内部減衰能も小さいもの
であるが、上述の如くコンクリート25.35を充填し
2ていることで支持梁全体としての減衰能が格段に大き
くなり、又弾性体としての固有振動数も変化する様にな
ス − この為に、巻上機の加振振動数の一つが支持梁の固有振
動数に近い場合でも、減衰能が大きいので振動を大きく
拡大することは無くなる。
In the support beam having the above-mentioned configuration, the steel material 24.34 itself vibrates as an elastic body and has a small internal damping capacity, but as mentioned above, it is filled with concrete 25.35 to provide support. The damping capacity of the beam as a whole has become significantly larger, and the natural frequency of the elastic body has also changed. - For this reason, one of the excitation frequencies of the hoisting machine becomes the natural frequency of the support beam. Even if it is close, the damping ability is large, so the vibration will not be greatly expanded.

また、鋼材24 、34の固有数振動数が加振振動数に
近い場合、上記コンク1,1−ト25135の充填によ
り固有振動数を変えて共振点から離れるので、共振現象
も避けることが出来るようになる。
Furthermore, if the natural frequency of the steel materials 24 and 34 is close to the excitation frequency, the filling of the concrete 1,1-t 25135 changes the natural frequency and moves it away from the resonance point, so resonance phenomena can also be avoided. It becomes like this.

従って、上述した構成の支持梁を第1図のマシンベッド
や中間ベース及びマシンビームに使用すれば、巻上機か
らの振動伝播に対して減衰能が太きいだめに共振り、象
が発生せず、本来の振動遮断性能の向上に効果的となる
Therefore, if the support beam with the above-mentioned configuration is used for the machine bed, intermediate base, and machine beam shown in Figure 1, the damping capacity will resonate with the large beam against the vibration propagation from the hoisting machine, and the phenomenon will occur. Therefore, it is effective in improving the original vibration isolation performance.

つまり、第8図はコンクリートを充填した本発明の支持
梁とそうでない従来の支持梁との周波数特性の実験結果
を示すもので、実線で示す如〈従来の支持梁では各固有
堀動数でのピーク値が高く先鋭で2らるのに対して、点
線で示す如く本発明の支持梁ではピーク値が下がってい
る。
In other words, Figure 8 shows the experimental results of the frequency characteristics of the support beam of the present invention filled with concrete and the conventional support beam not filled with concrete. While the peak value of 2 is high and sharp, as shown by the dotted line, the peak value of the support beam of the present invention is lower.

従って巻上機からの振動が伝達されて来た場合本発明の
支持梁では応答振動が非常に小さくなる。一方従来の支
持梁では大きな応答振動を示して建屋に太き彦振動・騒
音を与えることになるのである。
Therefore, when vibrations from the hoist are transmitted, the response vibration of the support beam of the present invention is extremely small. On the other hand, conventional support beams exhibit large response vibrations, giving the building heavy vibrations and noise.

なお、上記コンクリート25.35の充填は工場でもま
た据付現場でも簡単に施工できると共に、コスト的にも
材料費、経費ともに安価で済む。
Incidentally, filling with the concrete 25.35 can be easily carried out at a factory or at an installation site, and the cost is low in terms of both material costs and expenses.

〔発明の効果〕〔Effect of the invention〕

この発明は上述した如くなしたから、巻上機のマシンベ
ッドや中間ベース或いはマシンビームとして設置使用す
れば、巻上機からの振動に対する共振現象などにより振
動振幅が増大することが無く、逆に振動減衰能が犬で、
応答振動が極端に減少し、巻上機の支持梁として非常に
振動遮断性能に優れ、振Ia騒音防止に効果大なるもの
となる。
Since this invention has been made as described above, if it is installed and used as a machine bed, intermediate base, or machine beam of a hoisting machine, the vibration amplitude will not increase due to resonance phenomenon due to vibrations from the hoisting machine, and on the contrary, Vibration damping ability is dog,
The response vibration is extremely reduced, and as a support beam for a hoisting machine, it has excellent vibration isolation performance and is highly effective in preventing vibration Ia noise.

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

第1図は一般の巻上式エレベータの巻上機設置状態を示
す概要図、第2図及び第3図はその巻上機のマシンベッ
ドや中間ベース或いはマシンビームとして使用される従
来の支持梁の側面図及び端面図、第4図及び第5図はこ
の発明の一実bm列を示す支持梁の側面図及び端面図、
第6図及び第7図はこの発明の他の実施列を示す支持梁
の側面図及び端面図、第8図は本発明の支持梁と従来の
支持梁との振動筒0!!、数特性をグラフで示す比較説
明図である。 1・・・巻上機、2・・・モータ、3・・・ウオーム減
速機、4・・・巻上げシープ、5・・・ワープ、6・・
・か乙7・・・つり合いおもり、8・・・マシンベッド
、9・・・中間ベース、lO・・・マシンビーム、11
.12・・・防振ゴム、14 、24 、 、? 4・
・・鋼材、25゜35・・・コンクリート、26 、 
、V 6・・・押え金具、27 、 、? 7・・・ボ
ルト。 出願人代理人 弁理士 鈴 江 武 音節1図 第2図 り;−t: 3ば 第4図 第5図 第6図 第8図 0 榎剪肩皮数−
Figure 1 is a schematic diagram showing the installation state of the hoisting machine of a general hoisting type elevator, and Figures 2 and 3 are conventional support beams used as the machine bed, intermediate base, or machine beam of the hoisting machine. 4 and 5 are a side view and an end view of a support beam showing a single BM row of the present invention,
6 and 7 are a side view and an end view of a support beam showing another embodiment of the present invention, and FIG. 8 is a vibration tube 0! of a support beam of the present invention and a conventional support beam. ! , is a comparative explanatory diagram showing numerical characteristics in a graph. 1... Hoisting machine, 2... Motor, 3... Worm reducer, 4... Hoisting sheep, 5... Warp, 6...
・Kaotsu 7... Counterweight, 8... Machine bed, 9... Intermediate base, lO... Machine beam, 11
.. 12... Anti-vibration rubber, 14, 24, ? 4.
...Steel, 25゜35...Concrete, 26,
, V 6... Presser fitting, 27 , , ? 7...Bolt. Applicant's representative Patent attorney Takeshi Suzue Syllable 1 figure 2 ri;-t: 3ba figure 4 figure 5 figure 6 figure 8 figure 0 Enoki shearing number -

Claims (1)

【特許請求の範囲】[Claims] エレベータのかごを昇降駆動する巻上機のマシンヘット
又H中間ヘース或いはマシンビームなどに用いられる断
面溝形又はH形成いは工形状の鋼材よりなる支持梁にお
いて、その鋼材の凹部にコンクリートを充填したことを
特徴とするエレベータ巻上機用支持梁。
Filling concrete into the recesses of the steel material in support beams made of steel material with a grooved or H-shaped cross section, used for machine heads, H intermediate heirs, machine beams, etc. of hoisting machines that drive elevator cars up and down. A support beam for an elevator hoisting machine, which is characterized by:
JP4860184A 1984-03-14 1984-03-14 Support beam for winding machine of elevator Pending JPS60191982A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4860184A JPS60191982A (en) 1984-03-14 1984-03-14 Support beam for winding machine of elevator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4860184A JPS60191982A (en) 1984-03-14 1984-03-14 Support beam for winding machine of elevator

Publications (1)

Publication Number Publication Date
JPS60191982A true JPS60191982A (en) 1985-09-30

Family

ID=12807925

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4860184A Pending JPS60191982A (en) 1984-03-14 1984-03-14 Support beam for winding machine of elevator

Country Status (1)

Country Link
JP (1) JPS60191982A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2002030801A1 (en) * 2000-10-10 2004-02-19 三菱電機株式会社 Elevator equipment

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58167375A (en) * 1982-03-26 1983-10-03 株式会社東芝 Support beam of winch of elevator

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58167375A (en) * 1982-03-26 1983-10-03 株式会社東芝 Support beam of winch of elevator

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2002030801A1 (en) * 2000-10-10 2004-02-19 三菱電機株式会社 Elevator equipment
JP4786121B2 (en) * 2000-10-10 2011-10-05 三菱電機株式会社 Elevator equipment

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