JPH0317756B2 - - Google Patents

Info

Publication number
JPH0317756B2
JPH0317756B2 JP57088089A JP8808982A JPH0317756B2 JP H0317756 B2 JPH0317756 B2 JP H0317756B2 JP 57088089 A JP57088089 A JP 57088089A JP 8808982 A JP8808982 A JP 8808982A JP H0317756 B2 JPH0317756 B2 JP H0317756B2
Authority
JP
Japan
Prior art keywords
machine
existing
beams
support
new
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 - Lifetime
Application number
JP57088089A
Other languages
Japanese (ja)
Other versions
JPS58207277A (en
Inventor
Haruhisa Yokose
Toshihiko Nara
Akira Harazui
Seisuke Urata
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
Hitachi Elevator Service Co Ltd
Original Assignee
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 Ltd, Hitachi Elevator Service Co Ltd filed Critical Hitachi Ltd
Priority to JP8808982A priority Critical patent/JPS58207277A/en
Publication of JPS58207277A publication Critical patent/JPS58207277A/en
Publication of JPH0317756B2 publication Critical patent/JPH0317756B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
  • Cage And Drive Apparatuses For Elevators (AREA)

Description

【発明の詳細な説明】 本発明は、エレベーターの巻上機に係り、特
に、既設エレベーターの巻上機の型式の異なるも
のに交換する場合の作業性の改善、及び、耐震性
の向上をはかるのに好適な巻上機の支持構造に関
する。
[Detailed Description of the Invention] The present invention relates to an elevator hoisting machine, and particularly aims to improve workability when replacing an existing elevator hoisting machine with a different type of hoisting machine, and improve seismic resistance. The present invention relates to a support structure for a hoisting machine suitable for.

近年、既設エレベーターの中には、十数年以上
経過したものが増えつつあり、それらの製品は信
頼性も低くなつて来ており、保守作業に多大の費
用と時間を要するものも少なくなく、性能も現在
のものに比較すると劣つている。そのため、エレ
ベーターの機器を現在のものに交換して、性能、
信頼性の向上をはかるモダニゼーシヨンの需要が
高まりつつある。このような背景のもと、既設の
エレベーター機械室は第1図に示すよう、エレベ
ーター機械室1の受梁2a及び2b間に渡した、
マシンビーム3a上に巻上機4aが設置されてい
る。通常マシンビーム3aは床面5に固定され、
且つ、床仕上のためシンダーコンクリート6によ
り周囲を固められている。今、何らかの理由によ
り、巻上機を型式の異なるものに交換しようとす
る場合、従来品と交換品との取付寸法の相異か
ら、マシンビーム3aを撤去し、第2図のように
新設マシンビーム3bを施工し、その上に新しい
巻上機4bを設置していた。このため、既設マシ
ンビーム3aの撤去及び新設マシンビーム3bの
施工のために、シリンダーコンクリートの削り、
埋戻し作業が必要となり、振動、騒音を発生する
と共に作業性が悪かつた。これらの工事は既設の
建屋で行なわれるため、建屋は工事中も利用され
る場合が多く、従つて、工事作業は短期間で、且
つ振動、騒音を極力避けなければならず、前記の
従来作業法によれば、作業時間を制約されたり、
場合によつては、工事不可能な場合も発生し、工
期も長くなつてしまう欠点があつた。
In recent years, the number of existing elevators that are more than ten years old is increasing, and these products are becoming less reliable, and maintenance work often requires a great deal of cost and time. Performance is also inferior compared to current ones. Therefore, we replaced the elevator equipment with the current one to improve its performance.
Demand for modernization that improves reliability is increasing. Against this background, the existing elevator machine room was constructed by passing between the support beams 2a and 2b of the elevator machine room 1, as shown in Figure 1.
A hoist 4a is installed on the machine beam 3a. Usually the machine beam 3a is fixed to the floor 5,
In addition, the surrounding area is hardened with cinder concrete 6 to finish the floor. Now, if you are going to replace the hoist with a different model for some reason, due to the difference in installation dimensions between the conventional model and the replacement model, remove the machine beam 3a and install it on the new machine as shown in Figure 2. A beam 3b was constructed and a new hoist 4b was installed on top of it. For this reason, in order to remove the existing machine beam 3a and construct the new machine beam 3b, the cylinder concrete was shaved,
Backfilling work was required, which generated vibrations and noise, as well as poor workability. Since these works are carried out in existing buildings, the buildings are often used during the construction work. Therefore, the construction work must be done in a short period of time, and vibration and noise must be avoided as much as possible. According to the law, working hours may be restricted,
In some cases, construction was impossible, and the construction period was long.

また、既設マシンビーム3aと新しい巻上機4
bとが寸法上取付可能な場合にも、既設マシンビ
ーム3aは旧施工のため、床との固定が不確実な
ものもあり、地震時に巻上機の転倒という事故を
起こしかねない欠点があつた。
In addition, the existing machine beam 3a and the new hoisting machine 4
Even if it is possible to install the machine beam 3a due to its dimensions, the existing machine beam 3a may not be securely fixed to the floor due to old construction, and there is a drawback that the hoisting machine may fall over during an earthquake. Ta.

本発明の目的は既設エレベーターの巻上機を異
型式の巻上機と交換する際、作業時間、発生振動
及び騒音を低減し、更に巻上機の耐震性の向上及
び発生振動音の抑制を可能とした巻上機の支持構
造を提供することにある。
The purpose of the present invention is to reduce the working time, generated vibration and noise when replacing an existing elevator hoisting machine with a different type of hoisting machine, and also to improve the earthquake resistance of the hoisting machine and suppress the generated vibration noise. The object of the present invention is to provide a support structure for a hoisting machine that makes it possible.

本発明の要点は、この既設マシンビームを利用
してこのビーム間上に横ビームを通して、その上
に新設マシンビームを設置できる様にしたもので
ある。
The key point of the present invention is to utilize the existing machine beams and pass a transverse beam between the beams so that a new machine beam can be installed on top of the transverse beams.

本発明の一実施例を第3図、及び第4図により
説明する。
An embodiment of the present invention will be described with reference to FIGS. 3 and 4.

エレベータ機械室1の受梁2a及び2b間に跨
がつて複数本の既設マシンビーム3aが渡されて
おりこの上に前記受梁2a,2bと対向する位置
に横ビームSを介して新設マシンビーム3b、さ
らに、その上には巻上機4aを設置される。
A plurality of existing machine beams 3a are straddled between the support beams 2a and 2b of the elevator machine room 1, and a new machine beam is installed on top of these via a horizontal beam S at a position facing the support beams 2a and 2b. 3b, and a hoisting machine 4a is further installed thereon.

巻上機の支持構造について説明する。既設マシ
ンビーム3a上には、受梁2a,2bに平行に複
数の横ビームSが溶接連結されており、この横ビ
ームSの両端は既設マシンビーム3aの外側に配
置された支持台8が溶接固定され、さらに、支持
台8は建屋床にアンカーボルト10で固定された
固定金具9に溶接される。支持台8は床に直接ア
ンカー固定しても良いが、既設マシンビームは水
平度を出すため、ビーム下にジスピ11等を挿入
している場合が多いので、その場合も容易に高さ
の調整が出来る様にしたものである。もちろん、
横ビームと支持台及び固定金具の固定は、ボルト
によるものでも良い。本構造によれば、既設マシ
ンビームはそのまま残されるため、既設マシンビ
ームの撤去及び、新設マシンビーム設置のため
の、シンダーコンクリート削り作業は必要なくな
り、支持台と固定金具部の小範囲の削りのみで済
み、作業時間の短縮並び作業時の振動、騒音の発
生を低減することができる。横ビームSの長さは
新設マシンビーム3bの間隔lより長くすれば良
いが、この長さを充分取ることによつて、巻上機
の地震時の転倒に対する復元モーメントが大きく
なり、耐震性の向上につながる。又、固定金具9
のアンカーボルトの本数をふやしても同様の効果
が得られる。既設マシンビームの固定が不確実、
又は未固定の場合にも、新たに固定金具をアンカ
ーボルトで固定する事により、既設状態にもかか
わらず、充分な耐震性能を得る事ができ、しか
も、鉛直方向の荷重は、支持台8及び既設マシン
ビーム3aに分散される事から、横ビームSの強
度は小さくてすむ。横ビームSの上に新設マシン
ビーム3bが溶接、又は、ボルト固定され、さら
に、その上に巻上機4bが設置される。横ビーム
Sはインピーダンスの高い受梁上に配置されてい
るから、巻上機の機械的、電気的振動は直接、イ
ンピーダンスの低い床に伝わる事なく、建屋への
振動伝播、騒音の発生を防止する効果もある。
The support structure of the hoist will be explained. On the existing machine beam 3a, a plurality of horizontal beams S are welded and connected in parallel to the support beams 2a and 2b, and a support base 8 placed outside the existing machine beam 3a is welded to both ends of the horizontal beam S. Furthermore, the support base 8 is welded to a fixture 9 that is fixed to the building floor with an anchor bolt 10. The support base 8 may be anchored directly to the floor, but in many cases existing machine beams have a dispi 11 inserted under the beam to ensure levelness, so the height can be easily adjusted in that case as well. It was made so that it could be done. of course,
The horizontal beam, support base, and fixing fittings may be fixed using bolts. According to this structure, the existing machine beam remains as it is, so there is no need to remove the existing machine beam and cut cinder concrete to install a new machine beam, only cutting a small area of the support base and fixing metal parts. This reduces work time and reduces vibration and noise during work. The length of the horizontal beam S should be longer than the interval l between the newly installed machine beams 3b, but by making this length sufficient, the restoring moment of the hoisting machine when it falls over during an earthquake will be large, and the earthquake resistance will be improved. Leads to improvement. Also, fixing metal fittings 9
A similar effect can be obtained by increasing the number of anchor bolts. Fixing of existing machine beam is uncertain.
Or, even if it is not fixed yet, by fixing the fixing fittings with anchor bolts, sufficient seismic performance can be obtained despite the existing condition. Moreover, the vertical load can be Since it is distributed over the existing machine beam 3a, the strength of the horizontal beam S can be small. A new machine beam 3b is welded or bolted onto the horizontal beam S, and a hoist 4b is installed thereon. Since the horizontal beam S is placed on a support beam with high impedance, the mechanical and electrical vibrations of the hoisting machine are not directly transmitted to the low impedance floor, preventing vibration propagation to the building and generation of noise. It also has the effect of

第5図は本発明の他の実施例を示すもので、第
3図、第4図と異なるのは、横ビームSと新設マ
シンビーム3bとの間に防振ゴム7を介したもの
で、この構造によれば、更に、建屋への振動騒音
の伝播を防止することができ、更に、防振ゴム7
の近傍に振れ止め12を設ければ、耐震性を一層
向上できる。
FIG. 5 shows another embodiment of the present invention, which differs from FIGS. 3 and 4 in that a vibration isolating rubber 7 is interposed between the horizontal beam S and the newly installed machine beam 3b. According to this structure, it is possible to further prevent vibration noise from propagating to the building, and furthermore, the vibration isolating rubber 7
If the steady rest 12 is provided near the earthquake resistance can be further improved.

本発明によれば、既設のマシンビームを撤去す
ることなく、新しい巻上機を取付けることが出来
るので、作業時間及び、工事による振動、騒音の
発生を大巾に低減でき、さらに、横ビームの端部
を既設マシンビームの外側で受梁に固定している
ので、耐震性が高く発生騒音の少い巻上機支持構
造とすることができる。
According to the present invention, a new hoisting machine can be installed without removing the existing machine beam, so the work time and the generation of vibration and noise due to construction can be greatly reduced. Since the end portion is fixed to the support beam on the outside of the existing machine beam, it is possible to create a hoist support structure that is highly earthquake resistant and generates less noise.

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

第1図は従来の巻上機支持構造図、第2図は既
設マシンビームを撤去して新しい巻上機を設置す
る巻上機支持構造図、第3図は本発明による巻上
機の支持構造の一実施例の正面図、第4図は第3
図の側面図、第5図は本発明の他の実施例の側面
図である。 4b…巻上機、3a…既設マシンビーム、3b
…新設マシンビーム、8…支持台、9…固定金
具、S…横ビーム。
Fig. 1 is a diagram of the conventional hoisting machine support structure, Fig. 2 is a diagram of the hoisting machine support structure in which the existing machine beam is removed and a new hoisting machine is installed, and Fig. 3 is a diagram of the hoisting machine support according to the present invention. A front view of one embodiment of the structure, FIG.
FIG. 5 is a side view of another embodiment of the present invention. 4b...Hoisting machine, 3a...Existing machine beam, 3b
…New machine beam, 8…Support stand, 9…Fixing bracket, S…Horizontal beam.

Claims (1)

【特許請求の範囲】[Claims] 1 エレベーター機械室床の受梁間に跨がつて複
数本設置された既設マシンビームと、この既設マ
シンビーム上の前記受梁に対向する位置に交差し
て設置された複数本の横ビームと、この横ビーム
上に設置された新設マシンビームと、この新設マ
シンビーム上に設置された駆動装置と、前記横ビ
ームを既設マシンビームの外側で前記エレベータ
ー機械室床の受梁上に固定する固定具とを備えて
なるエレベーター巻上機の支持構造。
1. A plurality of existing machine beams installed across the support beams on the elevator machine room floor, a plurality of horizontal beams installed across the existing machine beams at positions opposite to the support beams, and A new machine beam installed on the horizontal beam, a drive device installed on the new machine beam, and a fixture for fixing the horizontal beam on the support beam of the elevator machine room floor outside the existing machine beam. A support structure for an elevator hoisting machine.
JP8808982A 1982-05-26 1982-05-26 Support structure of elevator winch Granted JPS58207277A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8808982A JPS58207277A (en) 1982-05-26 1982-05-26 Support structure of elevator winch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8808982A JPS58207277A (en) 1982-05-26 1982-05-26 Support structure of elevator winch

Publications (2)

Publication Number Publication Date
JPS58207277A JPS58207277A (en) 1983-12-02
JPH0317756B2 true JPH0317756B2 (en) 1991-03-08

Family

ID=13933133

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8808982A Granted JPS58207277A (en) 1982-05-26 1982-05-26 Support structure of elevator winch

Country Status (1)

Country Link
JP (1) JPS58207277A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6073984B2 (en) * 2015-07-07 2017-02-01 東芝エレベータ株式会社 Renewal method and machine interior structure
JP6072146B2 (en) * 2015-07-07 2017-02-01 東芝エレベータ株式会社 Elevator hoist support structure and elevator hoist renewal method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52121056U (en) * 1976-03-10 1977-09-14

Also Published As

Publication number Publication date
JPS58207277A (en) 1983-12-02

Similar Documents

Publication Publication Date Title
JP6198702B2 (en) Passenger conveyor dropout suppression device
JPH1072179A (en) Balance weight of elevator
JPH0317756B2 (en)
JP2013193857A (en) Adjustment type locking device of elevator guide rail and elevator system equipped therewith
JPH058305Y2 (en)
JP3494582B2 (en) Elevator control panel
JP2728156B2 (en) Elevator hoist support structure
KR100469638B1 (en) Support construction for slab of prestressed concrete beam of bridge
JP2714804B2 (en) Floor panel fixing device
JP2000154932A (en) Vertical duct fixing mechanism in building
JP3263226B2 (en) Elevator machine beam
CN215928217U (en) Vibration isolation module suspension mounting structure
CN212773000U (en) Brick-free partition wall beam for prefabricated house
CN214696285U (en) Dry-hang concrete slab mounting structure
CN216475779U (en) Screw and anchor bar combined embedded part system of unit curtain wall
CN210002911U (en) hook bolt type prestressed hollow slab mounting device
JPH0317757B2 (en)
KR102223810B1 (en) Bracket connection structure
CN211037543U (en) Window frame and have its prefabricated wallboard
JP2542943B2 (en) Construction method of outer wall board and its mounting structure
JPH0527416Y2 (en)
JPH06255941A (en) Elevator rail installing mechanism and method
JPH0462991B2 (en)
JPH0821126A (en) Frame device for mounting base isolation device
EP3450645A1 (en) Assembly of a carrier and a filling element, such a filling element, and a method for the application thereof