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JP2001021000A - Base isolation supporting device - Google Patents

Base isolation supporting device

Info

Publication number
JP2001021000A
JP2001021000A JP11196011A JP19601199A JP2001021000A JP 2001021000 A JP2001021000 A JP 2001021000A JP 11196011 A JP11196011 A JP 11196011A JP 19601199 A JP19601199 A JP 19601199A JP 2001021000 A JP2001021000 A JP 2001021000A
Authority
JP
Japan
Prior art keywords
permanent magnet
main body
vibration
wall
facility
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
JP11196011A
Other languages
Japanese (ja)
Inventor
Hitoshi Kawasaki
仁士 川崎
Nobumitsu Mitsunaga
演允 光永
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.)
Nisshoku Corp
Original Assignee
Nisshoku 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 Nisshoku Corp filed Critical Nisshoku Corp
Priority to JP11196011A priority Critical patent/JP2001021000A/en
Publication of JP2001021000A publication Critical patent/JP2001021000A/en
Pending legal-status Critical Current

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  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To surely prevent vibration from directly transmitting to a structure such as an experiment facility, and hold a main body structure without vibrating by mounting first permanent magnet on an upper surface of a foundation side structure, and mounting a second permanent magnet which is faced to an upper part of the first permanent magnet and which is magnetically repelled, on a lower surface of the main body structure. SOLUTION: In the case where an experiment facility 1 is held on a facility base 2 in a non-vibration condition, the experiment facility 1 is base isolation-supported on, for example, a rubber made pad 3 disposed on the facility base 2 through base isolation supporting devices 4 disposed, for example, on four corners of the experiment facility 1. Each base isolation supporting device 4 is formed in such a constitution that plate shaped permanent magnets 8, 17 disposed on an upper surface and a side surface of a square block main body 7 in a foundation side structure 5 fixed to the pad 3, and plate shaped permanent magnets 13, 16 disposed on a lower surface and a side surface of the square block main body 12 in a main body structure 9 fixed to a lower surface part of a support base 10 of the experiment facility 1, are faced to face in a condition in which respective magnets are repelled each other. It is thus possible to prevent vibration from directly transmitting to the main structure.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、各種の構造物の免
振支持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 vibration isolating support device for various structures.

【0002】[0002]

【従来の技術】構造物として、それが例えば実験設備
や、この実験設備を備えた建築物、その他、例えば微量
の重量を計測する計器類や精密機械類などである場合、
車両の通行などの振動であっても、その振動が極端に障
害になることから、実験設備や計器類、精密機械類など
をテーブル上に免振支持したり、これらの設置構造物そ
のものを免振支持したりしている。
2. Description of the Related Art When a structure is, for example, an experimental facility, a building equipped with the experimental facility, and other instruments such as instruments for measuring a small amount of weight or precision machinery,
Vibration caused by the traffic of vehicles, etc. is extremely hindered, so experimental equipment, instruments, precision machinery, etc. are supported on the table by vibration isolation, and the installation structure itself is isolated. Or support it.

【0003】また、地震等による振動の揺れに対して建
築物を安全に支持するためにも、建築物そのものを免振
支持するようにしており、そのための免振支持装置とし
て、実験設備やその設置構造物あるいは建築物などの構
造物を、ゴムや発条(バネ)等を用いて弾性的に支持
し、振動を吸収するようにしたものがある。
Further, in order to safely support the building against vibrations caused by an earthquake or the like, the building itself is supported in a vibration-isolating manner. There is a structure in which a structure such as an installation structure or a building is elastically supported using rubber or a spring (spring) to absorb vibration.

【0004】[0004]

【発明が解決しようとする課題】ところが、この従来の
免振支持装置では、構造物を直接的に弾性支持すること
から、構造物への振動の伝播を確実に吸収することは困
難であった。
However, in the conventional vibration isolating support device, since the structure is directly elastically supported, it is difficult to reliably absorb the propagation of the vibration to the structure. .

【0005】本発明は、かゝる実情に鑑みて成されたも
のであって、実験設備などの構造物に対する直接的な振
動の伝播を確実になくすことを可能にした画期的な免振
支持装置を提供することを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of such circumstances, and is an epoch-making vibration isolator capable of reliably eliminating the direct propagation of vibration to a structure such as an experimental facility. It is intended to provide a support device.

【0006】[0006]

【課題を解決するための手段】即ち、本発明による免振
支持装置は、基礎側構造物の上面に第1の永久磁石を装
着し、この第1の永久磁石の上部に相対峙して磁気的に
反発する第2の永久磁石を、基礎側構造物の上部に配置
される本体構造物の下面に装着して成る点に特徴がある
(請求項1)。
That is, in the vibration-isolation supporting device according to the present invention, a first permanent magnet is mounted on the upper surface of a foundation-side structure, and a magnetic field is opposed to an upper portion of the first permanent magnet. It is characterized in that the second permanent magnet which repulses is mounted on the lower surface of the main body structure arranged on the upper part of the foundation structure (claim 1).

【0007】上記構成の免振支持装置によれば、本体構
造物を基礎側構造物の上部に磁気浮遊させて、本体構造
物を非接触の状態で支持することから、基礎側構造物が
振動しても、本体構造物への直接的な振動の伝播は一切
なく、本体構造物を無振動に保持することができる。
According to the vibration isolating support device having the above-described structure, the main structure is magnetically suspended above the base structure, and the main structure is supported in a non-contact state. Even though, there is no direct propagation of vibration to the main body structure, and the main body structure can be held without vibration.

【0008】好適には、基礎側構造物の外回りの壁部に
相対峙させるように、本体構造物に壁状体を垂下連設
し、又は、本体構造物の外回りの壁部に相対峙させるよ
うに、基礎側構造物に壁状体を立ち上げ連設し、この壁
状体と壁部の一方に第3の永久磁石を装着すると共に、
この永久磁石の側部に相対峙して磁気的に反発する第4
の永久磁石を、前記壁状体と壁部の他方に装着すること
である(請求項2)。
[0008] Preferably, a wall-shaped body is suspended from the body structure so as to face the outer wall of the foundation structure, or is opposed to the outer wall of the body structure. As described above, the wall-shaped body is raised and connected to the foundation-side structure, and a third permanent magnet is mounted on one of the wall-shaped body and the wall.
The fourth magnetically repelled opposing face of the permanent magnet
Is mounted on the other of the wall and the wall (claim 2).

【0009】即ち、磁気浮遊の状態にある本体構造物の
水平方向の移動を、永久磁石による磁気的な反発によっ
て非接触に拘束するのであって、これによって、基礎側
構造物の上下方向ならびに水平方向の振動が、本体構造
物に直接的に伝播されることが一切なくなることから、
より一層効果的に本体構造物の無振動保持が達成される
ことになる。
That is, the horizontal movement of the main body structure in a magnetically suspended state is restrained in a non-contact manner by magnetic repulsion by the permanent magnet. Since the vibration in the direction is never transmitted directly to the main structure,
Vibration-free holding of the main body structure is more effectively achieved.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は構造物の一例の実験設備1
を示している。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an experimental facility 1 as an example of a structure.
Is shown.

【0011】この実験設備1は、設備台2上に設置され
た例えばゴム製のパッド3上に、免振支持装置4を介し
て免振支持されており、免振支持装置4は、実験設備1
の例えば四隅に配備されている。
The experimental equipment 1 is supported on a pad 3 made of rubber, for example, provided on an equipment base 2 through a vibration isolating support device 4 through a vibration isolating support device 4. 1
For example, it is arranged in four corners.

【0012】免振支持装置4の1組の詳細を示す図2及
び図3において、図中の5はパッド3上に固定された基
礎側構造物であって、パッド3にネジa止めするための
フランジ6を、角形のブロック本体7に備えて成り、こ
のブロック本体7の上面の左右両側には、第1の板状の
永久磁石8が、それの例えばN磁極を上方に向けて装着
されている。
2 and 3, which show a set of details of the vibration isolation support device 4, reference numeral 5 in the drawings denotes a foundation-side structure fixed on the pad 3, and is used to fix the pad 3 with a screw a. The first plate-shaped permanent magnet 8 is mounted on the left and right sides of the upper surface of the block body 7 with its N magnetic pole facing upward, for example. ing.

【0013】9は基礎側構造物5に相対峙させるよう
に、実験設備1の支持ベース10の下面部に固定された
本体構造物であって、支持ベース10にネジb止めする
ためのフランジ11を、角形のブロック本体12に備え
て成り、このブロック本体12の下面の左右両側には、
第1の永久磁石8の上部に相対峙させて第2の板状の永
久磁石13が、それのN磁極を下方に向けて装着されて
いる。
Reference numeral 9 denotes a main body structure fixed to the lower surface of the support base 10 of the experimental facility 1 so as to face the foundation-side structure 5, and a flange 11 for fixing the support base 10 with a screw b. Is provided on the rectangular block body 12, and on the left and right sides of the lower surface of the block body 12,
A second plate-shaped permanent magnet 13 is mounted facing the upper part of the first permanent magnet 8 with its N magnetic pole facing downward.

【0014】即ち、第1の永久磁石8に対して磁気的に
反発するように、本体構造物9に第2の永久磁石13を
装着して、本体構造物9ひいては実験設備1を基礎側構
造物5の上部に磁気浮遊させて、実験設備1を基礎側構
造物5によって非接触の状態で支持するように構成して
いるのであり、従って、上記の構成によれば、基礎側構
造物5が振動しても、実験設備1への直接的な振動の伝
播は一切生じないのであって、実験設備1を無振動に保
持することができるのである。
That is, the second permanent magnet 13 is mounted on the main body structure 9 so as to magnetically repel the first permanent magnet 8, and the main body structure 9 and thus the experimental facility 1 are moved to the basic structure. The experimental facility 1 is configured to be magnetically suspended above the object 5 so as to support the experimental facility 1 in a non-contact state by the foundation-side structure 5. Does not cause any direct propagation of the vibration to the experimental facility 1, so that the experimental facility 1 can be maintained without vibration.

【0015】ここで、本体構造物9ひいては実験設備1
を磁気浮遊させる上で、これら全体の重量を支え得る磁
気反発力を備えた永久磁石8,13を選択することは言
うまでもなく、そのための永久磁石8,13として、残
留磁気と保磁力が大きくて、熱や振動等で容易に磁気を
失わない磁石鋼、例えば、炭素鋼にクロム・チタン・ニ
ッケル・コバルト・モリブデン・タングステン等を加え
た固い合金鋼、具体的には、KS鋼やMK鋼等が好適に
選択される。
Here, the main structure 9 and thus the experimental equipment 1
It is needless to say that in magnetically floating, the permanent magnets 8 and 13 having a magnetic repulsive force capable of supporting the entire weight are selected, and the permanent magnets 8 and 13 for that purpose have large remanence and coercive force. Magnetic steel that does not easily lose magnetism due to heat, vibration, etc., for example, hard alloy steel obtained by adding chromium, titanium, nickel, cobalt, molybdenum, tungsten, etc. to carbon steel, specifically, KS steel, MK steel, etc. Is preferably selected.

【0016】この他、希土類磁石、特にネオジム磁石は
強力な磁場を形成することから、一層好適に選択される
が、これは、ネオジム化合物を粉体にして合成樹脂材
(例えばナイロン)に重量比で96%を混合し、これを
板状に成型したのち磁化せしめた磁性体が好適に使用で
き、この磁性体によれば、任意の形状に成型できること
から、設置面でも好適である。
In addition, a rare earth magnet, particularly a neodymium magnet, is more preferably selected because it forms a strong magnetic field. This is because a neodymium compound is made into a powder and a weight ratio to a synthetic resin material (for example, nylon). In this case, a magnetic material which is formed by mixing 96% and magnetizing it into a plate shape and then magnetizing it can be suitably used. Since this magnetic material can be molded into an arbitrary shape, it is also suitable in terms of an installation surface.

【0017】次に、図中の14は、本体構造物9の水平
方向の移動拘束手段であって、所定の間隔を隔てて基礎
側構造物5の外回り壁部7aに相対峙させるように、本
体構造物9に角筒の壁状体15を垂下連設すると共に、
この壁状体15の四面の内側面部に、第3の板状の永久
磁石16を、それの例えばN磁極を内方に向けて装着し
ている。
Next, reference numeral 14 in the drawing denotes a horizontal movement restricting means for the main body structure 9, which is opposed to the outer peripheral wall 7a of the foundation side structure 5 at a predetermined interval. While the wall 15 of the rectangular cylinder is provided in the main body structure 9 in a hanging manner,
A third plate-shaped permanent magnet 16 is mounted on the four inner side surfaces of the wall-like body 15 with its N-pole facing inward.

【0018】そして、この第3の永久磁石16の側部に
相対峙させて、かつ、N磁極を第3の永久磁石16に向
けて、基礎側構造物5の外回り壁部7aに第4の板状の
永久磁石17を装着して、磁気浮遊の状態にある本体構
造物9の水平方向の移動を、第3及び第4の永久磁石1
6,17による磁気的な反発によって非接触に拘束する
ように構成しており、これによって本体構造物9の水平
移動が防止されるのであって、本体構造物9ひいては実
験設備1の無振動保持が、より一層効果的に達成され
る。
Then, facing the side of the third permanent magnet 16 and directing the N magnetic pole toward the third permanent magnet 16, the fourth permanent magnet 16 is formed on the outer peripheral wall 7a of the foundation-side structure 5. The plate-like permanent magnet 17 is attached, and the horizontal movement of the main body structure 9 in a magnetically suspended state is controlled by the third and fourth permanent magnets 1.
It is configured to restrain the main body structure 9 from moving horizontally by the magnetic repulsion by the magnetic repulsions 6 and 17, thereby preventing the main body structure 9 and the experimental facility 1 from vibrating. Is more effectively achieved.

【0019】因に、図4に示すように、底辺が20×3
0cmで、高さ30cmで重さ2.5Kgの容器を本体
構造物9として用意し、これの底面の四隅に、0.3〜
1.0cmの厚みで6.0×9.0cm角のメイト社製
のネオジム永久磁石(15〜20メガガウスオルステッ
ド)13を装着し、この永久磁石13ひいては本体構造
物9を磁気的に反発させるように、上記と同じ性状の永
久磁石8を、永久磁石13に相対峙させて基礎側構造物
5に装着して、本体構造物9を磁気的に浮遊させ、この
本体構造物9に、実験設備1として重量が5Kgの精密
天秤を、その重心Gを本体構造物9の中心にほゞ一致さ
せて乗せかけたところ、永久磁石8,13間に7mmの
隙間を形成する状態で、この精密天秤を非接触支持する
ことができた。
As shown in FIG. 4, the base is 20 × 3
A container having a size of 0 cm, a height of 30 cm and a weight of 2.5 kg is prepared as the main body structure 9, and 0.3 to
A neodymium permanent magnet (15-20 megagauss Olsted) 13 manufactured by Mate and having a thickness of 1.0 cm and a size of 6.0 × 9.0 cm square is mounted, and the permanent magnet 13 and the body structure 9 are magnetically repelled. As described above, the permanent magnet 8 having the same properties as described above is mounted on the foundation-side structure 5 so as to face the permanent magnet 13, and the main structure 9 is magnetically suspended. When a precision balance weighing 5 kg was placed as the equipment 1 with its center of gravity G almost aligned with the center of the main body structure 9, the precision balance was formed with a 7 mm gap between the permanent magnets 8 and 13. The balance could be supported without contact.

【0020】また、この支持状態において、10秒間隔
で30秒間、60〜75デシベルの振動を基礎側構造物
5に付与したところ、本体構造物9への直接的な振動の
伝播は一切生じず、実験設備(精密天秤)1を無振動に
保持することができた。
In this support state, when vibration of 60 to 75 dB is applied to the foundation-side structure 5 at intervals of 10 seconds for 30 seconds, no direct propagation of vibration to the main body structure 9 occurs. Thus, the experimental equipment (precision balance) 1 could be held without vibration.

【0021】別の実施の形態による免振支持の具体例を
図4に示している。この実施の形態では、永久磁石の面
積を大きくした免振支持装置4を、床スラブ18上に多
数均等に配置して、この免振支持装置4によって床ユニ
ット19を免振支持すると共に、更に、床ユニット19
に設備台2を設置して、この上部に免振支持装置4を介
して実験設備1を免振支持している。
FIG. 4 shows a specific example of the vibration isolation support according to another embodiment. In this embodiment, a large number of vibration-isolation supporting devices 4 having an increased permanent magnet area are evenly arranged on a floor slab 18, and the vibration-isolation supporting device 4 supports the floor unit 19 in a vibration-isolating manner. , Floor unit 19
A test stand 2 is installed on the upper part of the experimental equipment 1 via a vibration isolation support device 4.

【0022】この構成によれば、建築物の床スラブ18
の振動が床ユニット19に直接的に伝播することがな
く、かつ、床ユニット19の振動も実験設備1に直接的
に伝播することがないのであって、実験設備1を二段に
わたって免振支持することができる点で好適である。
According to this configuration, the floor slab 18 of the building
Is not directly transmitted to the floor unit 19, and the vibration of the floor unit 19 is not directly transmitted to the experimental equipment 1. Therefore, the experimental equipment 1 is supported in two stages. This is preferable in that it can be performed.

【0023】尚、上記の実施の形態では、免振支持対象
の構造物として、実験設備1と床ユニット19とを示し
たが、これに限らず、各種の計器類や精密機械類などを
免振の支持対象にすることが可能であり、その他、永久
磁石の体積を大きくしたり、免振支持装置4の配置数を
多くしたりすることで、建築物の全体までも磁気的に浮
遊させることが可能であって、従って、建築物の全体を
免振の支持対象にすることもできる。
In the above-described embodiment, the experimental equipment 1 and the floor unit 19 are shown as the structures to be supported by the vibration isolation. However, the present invention is not limited to this, and various instruments and precision machines are not limited to this. It is possible to support the vibration, and in addition, by increasing the volume of the permanent magnet or increasing the number of the vibration-isolation supporting devices 4, the entire building can be magnetically floated. Therefore, the whole building can be supported by vibration isolation.

【0024】また、本体構造物9の水平方向の移動拘束
手段14として、基礎側構造物5の外回り壁部7aに相
対峙させるように、本体構造物9に角筒の壁状体15を
垂下連設しているが、これとは逆に、本体構造物9の外
回り壁部に相対峙させるように、基礎側構造物5に壁状
体を立ち上げ連設して、この壁状体に第3の永久磁石1
6を設ける一方、本体構造物9の外回り壁部に第4の永
久磁石17を設けて、移動拘束手段14を構成してもよ
いのである。
Further, as a horizontal movement restraining means 14 for the main body structure 9, a rectangular cylindrical wall 15 is hung on the main body structure 9 so as to face the outer peripheral wall 7 a of the foundation side structure 5. On the contrary, a wall-like body is raised on the foundation-side structure 5 so as to face the outer peripheral wall of the main body structure 9 and is connected to the wall-like body. Third permanent magnet 1
6, while the fourth permanent magnet 17 is provided on the outer peripheral wall of the main body structure 9, the movement restricting means 14 may be configured.

【0025】[0025]

【発明の効果】以上説明したように本発明によれば、本
体構造物を基礎側構造物の上部に磁気浮遊させて、本体
構造物を非接触の状態で支持することから、地震等によ
って基礎側構造物が振動しても、その振動が直接的に本
体構造物に伝播することはないのであって、本体構造物
を無振動に保持することができるようになった。
As described above, according to the present invention, the main structure is magnetically suspended above the foundation-side structure, and the main structure is supported in a non-contact state. Even if the side structure vibrates, the vibration does not directly propagate to the main body structure, so that the main body structure can be held without vibration.

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

【図1】設備台上に免振支持した実験設備の全体図であ
る。
FIG. 1 is an overall view of an experimental facility supported on a facility base with vibration isolation.

【図2】免振支持装置の断面図である。FIG. 2 is a cross-sectional view of the vibration isolation support device.

【図3】図2のA−A線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】別の実施の形態による床ユニットの免振支持の
説明図である。
FIG. 4 is an explanatory view of a vibration isolation support of a floor unit according to another embodiment.

【符号の説明】[Explanation of symbols]

5…基礎側構造物、7a…外回り壁部、8…第1の永久
磁石、9…本体構造物、13…第2の永久磁石、15…
壁状体、16…第3の永久磁石、17…第4の永久磁
石。
5: foundation side structure, 7a: outer peripheral wall portion, 8: first permanent magnet, 9: main body structure, 13: second permanent magnet, 15 ...
Wall-shaped body, 16: third permanent magnet, 17: fourth permanent magnet.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 基礎側構造物の上面に第1の永久磁石を
装着し、この第1の永久磁石の上部に相対峙して磁気的
に反発する第2の永久磁石を、基礎側構造物の上部に配
置される本体構造物の下面に装着して成ることを特徴と
する免振支持装置。
A first permanent magnet is mounted on an upper surface of a foundation-side structure, and a second permanent magnet magnetically repelled opposite to an upper portion of the first permanent magnet is attached to the foundation-side structure. A vibration isolation support device, which is mounted on the lower surface of a main body structure disposed on an upper part of the vibration isolator.
【請求項2】 基礎側構造物の外回り壁部に相対峙させ
るように、本体構造物に壁状体を垂下連設し、又は、本
体構造物の外回り壁部に相対峙させるように、基礎側構
造物に壁状体を立ち上げ連設し、壁状体と壁部の一方に
第3の永久磁石を装着すると共に、この第3の永久磁石
の側部に相対峙して磁気的に反発する第4の永久磁石
を、前記壁状体と壁部の他方に装着して成る請求項1記
載の免振支持装置。
2. A wall-shaped body is suspended from the main body structure so as to face the outer peripheral wall of the foundation-side structure, or the foundation is arranged so as to face the outer peripheral wall of the main body structure. A wall-shaped body is raised and connected to the side structure, a third permanent magnet is mounted on one of the wall-shaped body and the wall, and magnetically opposed to the side of the third permanent magnet. The vibration-isolation supporting device according to claim 1, wherein a repelling fourth permanent magnet is mounted on the other of the wall and the wall.
JP11196011A 1999-07-09 1999-07-09 Base isolation supporting device Pending JP2001021000A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11196011A JP2001021000A (en) 1999-07-09 1999-07-09 Base isolation supporting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11196011A JP2001021000A (en) 1999-07-09 1999-07-09 Base isolation supporting device

Publications (1)

Publication Number Publication Date
JP2001021000A true JP2001021000A (en) 2001-01-23

Family

ID=16350753

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11196011A Pending JP2001021000A (en) 1999-07-09 1999-07-09 Base isolation supporting device

Country Status (1)

Country Link
JP (1) JP2001021000A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6833901B2 (en) 2002-02-27 2004-12-21 Lg. Philips Lcd Co., Ltd. Method for fabricating LCD having upper substrate coated with sealant
US6893311B2 (en) 2002-03-25 2005-05-17 Lg.Philips Lcd Co., Ltd. LCD bonding machine and method for fabricating LCD by using the same
US7100778B2 (en) 2002-06-14 2006-09-05 Lg.Phillips Lcd Co., Ltd. Cleaning jig
US7225917B2 (en) 2002-06-15 2007-06-05 Lg.Philips Lcd Co., Ltd. Conveyor system having width adjustment unit
US7372511B2 (en) 2002-03-08 2008-05-13 Lg.Philips Lcd Co., Ltd. Device for controlling spreading of liquid crystal and method for fabricating an LCD
CN100392280C (en) * 2005-09-08 2008-06-04 王宝根 Magnet shock absorber
US7423703B2 (en) 2002-03-25 2008-09-09 Lg Display Co., Ltd. Cassette for liquid crystal panel inspection and method of inspecting liquid crystal panel
US7659962B2 (en) 2002-06-14 2010-02-09 Lg Display Co., Ltd. Portable jig
JP2020125597A (en) * 2019-02-01 2020-08-20 亨 小川 Seismic isolated building
CN116026508A (en) * 2023-03-29 2023-04-28 中国人民解放军火箭军工程大学 A Vibration Isolation Structure of Micro Thrust Measuring System

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6833901B2 (en) 2002-02-27 2004-12-21 Lg. Philips Lcd Co., Ltd. Method for fabricating LCD having upper substrate coated with sealant
US7372511B2 (en) 2002-03-08 2008-05-13 Lg.Philips Lcd Co., Ltd. Device for controlling spreading of liquid crystal and method for fabricating an LCD
US7426951B2 (en) 2002-03-25 2008-09-23 Lg Display Co., Ltd. LCD bonding machine and method for fabricating LCD by using the same
US6893311B2 (en) 2002-03-25 2005-05-17 Lg.Philips Lcd Co., Ltd. LCD bonding machine and method for fabricating LCD by using the same
US7423703B2 (en) 2002-03-25 2008-09-09 Lg Display Co., Ltd. Cassette for liquid crystal panel inspection and method of inspecting liquid crystal panel
US7100778B2 (en) 2002-06-14 2006-09-05 Lg.Phillips Lcd Co., Ltd. Cleaning jig
US7659962B2 (en) 2002-06-14 2010-02-09 Lg Display Co., Ltd. Portable jig
US7225917B2 (en) 2002-06-15 2007-06-05 Lg.Philips Lcd Co., Ltd. Conveyor system having width adjustment unit
CN100392280C (en) * 2005-09-08 2008-06-04 王宝根 Magnet shock absorber
JP2020125597A (en) * 2019-02-01 2020-08-20 亨 小川 Seismic isolated building
JP7393123B2 (en) 2019-02-01 2023-12-06 亨 小川 seismic isolation building
CN116026508A (en) * 2023-03-29 2023-04-28 中国人民解放军火箭军工程大学 A Vibration Isolation Structure of Micro Thrust Measuring System
CN116026508B (en) * 2023-03-29 2023-08-15 中国人民解放军火箭军工程大学 Vibration isolation structure of micro-thrust measuring system

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