JPS6310013Y2 - - Google Patents

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Publication number
JPS6310013Y2
JPS6310013Y2 JP20153083U JP20153083U JPS6310013Y2 JP S6310013 Y2 JPS6310013 Y2 JP S6310013Y2 JP 20153083 U JP20153083 U JP 20153083U JP 20153083 U JP20153083 U JP 20153083U JP S6310013 Y2 JPS6310013 Y2 JP S6310013Y2
Authority
JP
Japan
Prior art keywords
floor
vibration
spring
vibration isolation
floors
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
JP20153083U
Other languages
Japanese (ja)
Other versions
JPS60110510U (en
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 filed Critical
Priority to JP20153083U priority Critical patent/JPS60110510U/en
Publication of JPS60110510U publication Critical patent/JPS60110510U/en
Application granted granted Critical
Publication of JPS6310013Y2 publication Critical patent/JPS6310013Y2/ja
Granted legal-status Critical Current

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  • Building Environments (AREA)
  • Vibration Prevention Devices (AREA)

Description

【考案の詳細な説明】 本考案は、精密工場の防振床架構に係るもので
ある。
[Detailed Description of the Invention] The present invention relates to a vibration-proof floor frame for a precision factory.

半導体製造工場等の精密工場では、床振動をサ
ブミクロンのレベルにまで低くしなければならな
い工程(精密製造機器)がある。また、一方で
は、最近の半導体製品の著しい発展に伴い生産ラ
インの変更や精密製造機器の変更が甚だしくなつ
ており、これらの変更に自由に対処できるフレキ
シビリテイが要求されている。
In precision factories such as semiconductor manufacturing factories, there are processes (precision manufacturing equipment) that require floor vibration to be reduced to the submicron level. On the other hand, with the recent remarkable development of semiconductor products, changes in production lines and precision manufacturing equipment have become significant, and there is a need for flexibility to be able to freely deal with these changes.

ところで、従来の防振対策には、床構造を将来
の変更も考えて全般的に剛性高く構築する方法、
床構造を通常の経済的構造に建築しておき、精密
製造機器の設置架台毎にコンクリート等による基
礎を造る方法がとられている。
By the way, conventional anti-vibration measures include building the floor structure with high overall rigidity in consideration of future changes;
A method is used in which the floor structure is built in a normal economical structure and a foundation made of concrete or the like is built for each mounting frame for precision manufacturing equipment.

また、最近では、床構造を通常の経済的構造と
し、防振を要する床部分を下層階及び上層階の床
構造と金属ポール等の繋材で剛に連結して、振動
系の質量及び範囲を大きくし、これによつて衝撃
時の初期振幅を小さくし、且つ、振動エネルギー
を減衰させることが考えられている。
In addition, recently, the floor structure has been made into a normal economical structure, and the floor parts that require vibration isolation are rigidly connected to the floor structures on the lower and upper floors using connecting materials such as metal poles, thereby reducing the mass and range of the vibration system. It has been considered to increase the vibration energy, thereby reducing the initial amplitude at the time of impact and damping the vibration energy.

しかし、上記第1の方法では、建物の利用率が
低く、建物が高価となつて、経済性の面で不利で
あり、第2の方法では、生産ラインや精密製造機
器の変更の度に多大な改造工事を要して、その都
度多くの工事費がかかり、長期の生産中断を生ず
る。
However, the first method is disadvantageous in terms of economic efficiency as the utilization rate of the building is low and the building is expensive. This requires extensive remodeling work, which incurs large construction costs each time, resulting in long-term production interruptions.

また、第3の方法では、繋材にかなりの強度を
要して、柱を増設するが如き状態となり、強い衝
撃が加つた場合に他階にまで波及して悪影響を及
ぼし、これを出来るだけ少なくするためには、出
来るだけ多くの階層にまで繋材を連ねる必要があ
つて、他階の空間の利用率を低下させることにな
り、作業の邪魔となる欠点がある。
In addition, in the third method, a considerable amount of strength is required for the connecting materials, resulting in a situation similar to installing additional columns, and if a strong impact is applied, it will spread to other floors and have a negative impact, so this should be done as much as possible. In order to reduce the number of floors, it is necessary to connect the tie materials to as many floors as possible, which has the disadvantage of reducing the utilization rate of space on other floors and hindering work.

本考案は、これらのことを考慮し、防振性の高
い床構造を経済的に且つ容易に構築することを目
的とするものである。
The present invention takes these matters into consideration and aims to economically and easily construct a floor structure with high vibration isolation properties.

而して、本考案は、床構造を通常の経済的構造
で建築し、防振を要する床部分の梁の中間部を、
上階または下階の梁と防振ばね及び連結部材から
成る防振装置により連結したものであり、実質的
に有効スパンを短縮させて梁剛性を高めたもので
ある。
Therefore, in the present invention, the floor structure is constructed using a normal economical structure, and the middle part of the beam of the floor part that requires vibration isolation is
The beams on the upper or lower floors are connected by a vibration isolating device consisting of a vibration isolating spring and a connecting member, and the effective span is substantially shortened to increase the beam rigidity.

以下、図示の実施例について説明する。 The illustrated embodiment will be described below.

第1図乃至第3図は、第1の実施例であり、図
において、1……は、各階の床版、2……は、各
階の梁、3……は、各階の柱、4は、上下階の梁
の中間部で介在させた防振ばね及び連結部材から
成る防振装置である。
Figures 1 to 3 show the first embodiment, and in the figures, 1... is the floor slab of each floor, 2... is the beam of each floor, 3... is the column of each floor, and 4 is the floor slab of each floor. This is a vibration isolating device consisting of a vibration isolating spring and a connecting member interposed between the beams of the upper and lower floors.

各階の床版1……及び梁2……は、通常の経済
的床構造A……、つまり、一般工場で採用される
比較的剛性の低い簡単な床構造としており、防振
を要する上階の床構造における梁2の中間部に梁
下で複数のアンカーボルト21……を植設し、ま
た、下階の床構造における梁2の中間部梁上にそ
のアンカーボルト21……に対面させて複数のア
ンカーボルト21……を植設している。
The floor slabs 1... and beams 2... on each floor are of the normal economical floor structure A..., that is, a simple floor structure with relatively low rigidity that is adopted in general factories, and the upper floors that require vibration isolation. A plurality of anchor bolts 21... are planted under the beam in the middle part of the beam 2 in the floor structure of the lower floor, and the anchor bolts 21... are placed on the middle part of the beam 2 in the floor structure of the lower floor, facing the anchor bolts 21... A plurality of anchor bolts 21... are installed.

防振装置4は、防振ばね4aとしてのコイルス
プリング41と、連結部材4bとしてのベースプ
レート42、スチールポール43、スクリユロツ
ド44及びナツト45,45、座板46,46か
ら成り、ベースプレート42は、一面から透孔4
21を有する支持片422を突設し、該支持片の
周辺で上記アンカーボルト21……に対応する複
数の取付け用透孔423……を配しており、スチ
ールポール43は、下端にフランジ431を有
し、該フランジに上記アンカーボルト21……に
対応させて複数の取付け用透孔432……を配
し、上端にばね枠433を固定し、該ばね枠の先
端中央に透孔434を穿設しており、コイルスプ
リング41は、上記ばね枠433に内装すると共
に、基端をばね枠基端に固定し、先端を可動にし
てスクリユロツド44の基端を連結し、該スクリ
ユロツドをばね枠の透孔434に通して上方へ突
出させ、且つ、先端をベースプレート42の透孔
421に通してナツト45,45によりそのベー
スプレートの支持片422へ締着連結し、座板4
6,46はベースプレート42及びスチールポー
ル43のフランジ431に対応させて大きさ及び
形状を設定すると同時に、上記アンカーボルト2
1……,21……に対応させて透孔461……,
461……を穿設している。
The vibration isolator 4 consists of a coil spring 41 as a vibration isolator 4a, a base plate 42 as a connecting member 4b, a steel pole 43, a screw rod 44, nuts 45, 45, and seat plates 46, 46. Through hole 4
A support piece 422 having a flange 431 is provided protrudingly provided, and a plurality of through-holes 423 for attachment corresponding to the anchor bolts 21 are arranged around the support piece. A plurality of through holes 432 for attachment are arranged on the flange in correspondence with the anchor bolts 21, a spring frame 433 is fixed to the upper end, and a through hole 434 is provided at the center of the tip of the spring frame. The coil spring 41 is housed inside the spring frame 433, and its base end is fixed to the base end of the spring frame, and its tip is movable to connect the base end of the screw rod 44, and the screw rod is attached to the spring frame. The seat plate 4
6 and 46 are set in size and shape to correspond to the base plate 42 and the flange 431 of the steel pole 43, and at the same time, the anchor bolts 2
Through holes 461..., corresponding to 1..., 21...,
461... is drilled.

而して、ベースプレート42を上階の梁2のア
ンカーボルト21……へ座板46と共に組み込
み、ナツト22……により締付けて固定し、ま
た、スチールポール43の下端のフランジ431
を下階の梁2の上のアンカーボルト21……へ座
板46と共に組み込んで、ナツト22……により
締付けて固定し、建込む。
Then, the base plate 42 is assembled together with the seat plate 46 into the anchor bolts 21 of the beam 2 on the upper floor, and is fixed by tightening with the nuts 22.
are installed together with the seat plate 46 into the anchor bolts 21...on the beams 2 on the lower floor, and are tightened and fixed with the nuts 22... to construct the building.

次いで、スクリユロツド44のナツト45,4
5を螺動させてコイルスプリング41の張力また
は押圧力を調節する。この張力または圧縮力は、
数拾乃至数百キログラムが適している。
Next, nuts 45,4 of the screw rod 44
5 to adjust the tension or pressing force of the coil spring 41. This tension or compression force is
A few tens to a few hundred kilograms is suitable.

第4図乃至第6図は、第2図の実施例であり、
この場合は、前例のものにおいて、防振装置4の
防振ばね4aをベースプレート42の側に装備し
ている。
4 to 6 are examples of FIG. 2,
In this case, in the previous example, the vibration isolating spring 4a of the vibration isolating device 4 is provided on the base plate 42 side.

従つて、ベースプレート42に、上記ばね枠4
33と同様の透孔424を有するばね枠425を
倒立させて設け、該ばね枠にコイルスプリング4
1から成る防振ばね4aを内装すると共に、基端
をばね枠先端に固定し、先端を可動にして倒立さ
せたスクリユロツド44の基端を連結し、該スク
リユロツドを防振ばね内に遊挿し透孔424に通
して下方へ突出させており、また、スチールポー
ル43の上端に、上記支持片422と同様の透孔
435を有する支持片436を倒立させて設け、
スクリユロツド44の先端をその支持片の透孔4
35に通してナツト45,45により支持片へ締
着連結している。ベースプレート42の側で座板
46を省略している。
Therefore, the spring frame 4 is attached to the base plate 42.
A spring frame 425 having a through hole 424 similar to that of 33 is provided upside down, and a coil spring 4 is installed in the spring frame.
1 is installed inside the vibration isolating spring 4a, the base end is fixed to the tip of the spring frame, and the base end of the screw rod 44 is movable and inverted, and the screw rod is loosely inserted into the vibration isolating spring. It passes through the hole 424 and projects downward, and a supporting piece 436 having a through hole 435 similar to the supporting piece 422 is provided upside down at the upper end of the steel pole 43.
The tip of the screw rod 44 is connected to the through hole 4 of the support piece.
35 and is fastened to the support piece by nuts 45, 45. The seat plate 46 is omitted on the base plate 42 side.

その他は、ほとんど前例と同じであるから省略
する。
The rest is almost the same as the previous example, so it will be omitted.

なお、上述の実施例では、ベースプレート42
を上階の梁2に固定しているが、逆向きにして下
階の梁上に固定する手法をとつてもよい。また、
防振ばね4aをスチールポール43の中途に装備
させても、或いは、スチールポール等に代えてワ
イヤ等を用いてもよい。更に、下階の床構造が土
間床であつてもよい。
In addition, in the above-mentioned embodiment, the base plate 42
is fixed to the beam 2 on the upper floor, but it is also possible to reverse the direction and fix it on the beam on the lower floor. Also,
The anti-vibration spring 4a may be installed in the middle of the steel pole 43, or a wire or the like may be used instead of the steel pole. Furthermore, the floor structure of the lower floor may be a dirt floor.

本考案によれば、防振を要する床部分の梁の中
間部を上階または下階の梁と防振ばね及び連結部
材により連係しているので、その床部分に加わる
振動の振幅を防振ばねにより大幅に低減でき、且
つ、その床部分の固有振動数を防振ばねにより変
えて精密製造機器との間の共振を排除でき、従つ
て、床構造が通常の経済的構造であつても極めて
良好に防振でき、しかも、その床部分の梁を上階
または下階の梁と防振ばね及び連結部材で連結す
るだけでよいから、構成が極めて簡単で施工容易
であり、生産ライン及び精密製造機器の変更にも
これに対応して防振ばね及び連結部材の取付け位
置を変えればよく、且つ、その位置変えが容易に
行える。
According to the present invention, the middle part of the beam of the floor section that requires vibration isolation is connected to the beam on the upper or lower floor using vibration isolation springs and connecting members, so the amplitude of vibrations applied to that floor section can be reduced by vibration isolation. It can be significantly reduced by the spring, and the natural frequency of the floor part can be changed by the vibration isolation spring to eliminate resonance with precision manufacturing equipment, so even if the floor structure is an ordinary economical structure. It can provide excellent vibration isolation, and since it is only necessary to connect the beams on the floor with the beams on the upper or lower floors using vibration isolation springs and connecting members, the structure is extremely simple and easy to install, and the production line and Even when the precision manufacturing equipment is changed, the mounting positions of the vibration isolating spring and the connecting member can be changed in accordance with the change, and the positions can be easily changed.

よつて、構築にも変更にも工事費が安く、頗る
経済的であり、変更に自由に対処できるフレキシ
ビリテイが得られ、変更時に長期の生産中断を生
ぜず、建物の利用率を高くでき、他階へ悪影響を
及ぼすこともなければ、他階から悪影響を受ける
こともなく、所期の目的を達成でき、実用上甚だ
有効適切である。
Therefore, construction costs are low for both construction and modification, making it highly economical, providing the flexibility to deal with changes freely, eliminating long-term production interruptions during changes, and increasing the utilization rate of the building. , it is possible to achieve the intended purpose without having any adverse effects on or being adversely affected by other floors, and is extremely effective and appropriate in practice.

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

図面は、本考案の実施例で、第1図は、第1の
実施例の構成要領図、第2図、第3図は、それぞ
れ同例要部の拡大截断正面図、第4図は、第2の
実施例の構成要領図、第5図、第6図は、同例要
部の拡大截断正面図である。 1……床版、2……梁、3……柱、4……防振
装置、4a……防振ばね、4b……連結部材。
The drawings show embodiments of the present invention; FIG. 1 is a schematic diagram of the configuration of the first embodiment, FIGS. 2 and 3 are enlarged cross-sectional front views of the main parts of the same example, and FIG. 5 and 6 are enlarged cross-sectional front views of the main parts of the second embodiment. 1... Floor slab, 2... Beam, 3... Column, 4... Vibration isolator, 4a... Vibration isolating spring, 4b... Connection member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 床構造を通常の経済的構造で建築し、防振を要
する床部分の梁の中間部を上階または下階の梁と
防振ばね及び連結部材により連係したことを特徴
とする精密工場の防振床架構。
A precision factory prevention system characterized in that the floor structure is built using a normal economical structure, and the middle part of the beam of the floor section that requires vibration isolation is connected to the beam on the upper or lower floor using vibration isolation springs and connecting members. Shaking bed frame.
JP20153083U 1983-12-28 1983-12-28 Anti-vibration floor frame for precision factory Granted JPS60110510U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20153083U JPS60110510U (en) 1983-12-28 1983-12-28 Anti-vibration floor frame for precision factory

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20153083U JPS60110510U (en) 1983-12-28 1983-12-28 Anti-vibration floor frame for precision factory

Publications (2)

Publication Number Publication Date
JPS60110510U JPS60110510U (en) 1985-07-26
JPS6310013Y2 true JPS6310013Y2 (en) 1988-03-24

Family

ID=30763408

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20153083U Granted JPS60110510U (en) 1983-12-28 1983-12-28 Anti-vibration floor frame for precision factory

Country Status (1)

Country Link
JP (1) JPS60110510U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103924660A (en) * 2014-04-11 2014-07-16 北京工业大学 Self-reset pre-stressed buckling-prevention herringbone tubular cross plate supporting system for industrial assembly type multi-layer and high-rise steel structures
CN103938709A (en) * 2014-04-11 2014-07-23 北京工业大学 Self-restoring prestressed anti-buckling eccentric supporting system for tubular cross-shaped plates of industrial assembly type multi-layer high-rise steel structure
CN103967112A (en) * 2014-04-12 2014-08-06 北京工业大学 Double-board self-restoration central prestress supporting system for fabricated multi-story and high-rise steel structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001027281A (en) * 1999-07-15 2001-01-30 Mitsubishi Heavy Ind Ltd Concrete frame trestle
JP4603344B2 (en) * 2004-12-09 2010-12-22 株式会社竹中工務店 Floor vibration suppression column
JP2006316866A (en) * 2005-05-12 2006-11-24 Mazda Motor Corp Transmission structure
JP5364248B2 (en) * 2007-06-29 2013-12-11 株式会社竹中工務店 Anti-vibration studs
JP7723386B2 (en) * 2021-12-17 2025-08-14 株式会社奥村組 Slab vibration reduction structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103924660A (en) * 2014-04-11 2014-07-16 北京工业大学 Self-reset pre-stressed buckling-prevention herringbone tubular cross plate supporting system for industrial assembly type multi-layer and high-rise steel structures
CN103938709A (en) * 2014-04-11 2014-07-23 北京工业大学 Self-restoring prestressed anti-buckling eccentric supporting system for tubular cross-shaped plates of industrial assembly type multi-layer high-rise steel structure
CN103967112A (en) * 2014-04-12 2014-08-06 北京工业大学 Double-board self-restoration central prestress supporting system for fabricated multi-story and high-rise steel structure

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Publication number Publication date
JPS60110510U (en) 1985-07-26

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