JPH1137214A - Base isolation and vibration resistant device - Google Patents

Base isolation and vibration resistant device

Info

Publication number
JPH1137214A
JPH1137214A JP20019397A JP20019397A JPH1137214A JP H1137214 A JPH1137214 A JP H1137214A JP 20019397 A JP20019397 A JP 20019397A JP 20019397 A JP20019397 A JP 20019397A JP H1137214 A JPH1137214 A JP H1137214A
Authority
JP
Japan
Prior art keywords
spring
coil spring
mount
vibration
spring constant
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
Application number
JP20019397A
Other languages
Japanese (ja)
Other versions
JP3917720B2 (en
Inventor
Akira Matsuda
明 松田
Hiroshi Kurabayashi
浩 倉林
Toshio Komi
俊夫 小見
Hiroshi Miyano
宏 宮野
Daisuke Yaguchi
大輔 矢口
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.)
Mitsubishi Steel Mfg Co Ltd
Original Assignee
Mitsubishi Steel Mfg 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 Mitsubishi Steel Mfg Co Ltd filed Critical Mitsubishi Steel Mfg Co Ltd
Priority to JP20019397A priority Critical patent/JP3917720B2/en
Publication of JPH1137214A publication Critical patent/JPH1137214A/en
Application granted granted Critical
Publication of JP3917720B2 publication Critical patent/JP3917720B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a base isolation and vibration resistant device making vertical base isolation or vertical vibration isolation. SOLUTION: In this device, a spring mechanism having a negative spring constant, and a spring having a positive spring constant are combined, in more concrete, the respective end parts of a pair of links 7 are pivotally mounted on upper and lower mounts 2 and 1, and also the respective other end parts are pivotally mounted on the respective horizontal moving mechanisms 8-1 and 8-2 of the lower and upper mounts 1 and 2; and a first coil spring having plural negative spring constants is arranged on the lower mount 1, and second coil springs 4 having plural positive spring constants, and third coil springs 5 having shackles 11 are arranged between the lower and upper mounts 1 and 2.

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、上下免震或いは上
下除振を目的とした上下振動減衰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 vertical vibration damping device for vertical seismic isolation or vertical vibration isolation.

【0002】[0002]

【従来の技術】地震や産業機械等の上下振動を低減させ
る装置としては、圧縮ばねや空気ばね或いはゴムを用い
て上部の荷重を支え、上下振動の固有振動数より長く固
有振動数を設定して振動低減をはかるのが一般的であ
る。
2. Description of the Related Art As a device for reducing vertical vibration of an earthquake, an industrial machine, or the like, a compression spring, an air spring or rubber is used to support an upper load, and a natural frequency longer than the natural frequency of vertical vibration is set. Generally, the vibration is reduced by using the method described above.

【0003】上下振動を低減する装置としては、産業機
械等から発生した振動を他への伝達を低減するもの(防
振装置)や地震などの振動を産業機械等への伝達を低減
するもの(免震、除振装置)がある。いずれも産業機械
などの荷重を弾性支持するのが一般的でその主なものは
次の3通りである。
As a device for reducing vertical vibration, a device for reducing transmission of vibration generated from an industrial machine or the like (vibration isolator) or a device for reducing transmission of vibration such as an earthquake to an industrial machine ( Seismic isolation and vibration isolation devices). In all cases, the load of an industrial machine or the like is generally elastically supported, and the main three types are as follows.

【0004】1)空気ばねを用いた装置 構造物の下に空気ばねを用いた場合は、振動低減効果を
上げるために柔らかいばね定数を得ることができるが、
コンプレッサ、補助タンク等の付帯設備を必要とし、長
周期に設定しょうとすると非常に高価なものとなる。
1) Apparatus using an air spring When an air spring is used under a structure, a soft spring constant can be obtained in order to increase the vibration reduction effect.
Ancillary equipment such as a compressor and an auxiliary tank is required, and setting for a long cycle is very expensive.

【0005】2)金属ばねを用いた装置 構造物の下に金属ばねを用いた場合は、材料の定数が安
定しているため、設計は容易で安価であるが、装置の荷
重を支えるためのたわみ長を必要とし、長周期に設定す
ることは非常に困難である。また図6に示した上下免震
装置のように構造物22を支えた支持台21に水平引っ
張りばね23を配置して吊っているものは長周期に設定
できる(特開平2−91354号)が、構造物の荷重を
支えるために取付け長が非常に長くなり広いスペースを
必要とする。
2) Apparatus using a metal spring When a metal spring is used under a structure, the design is easy and inexpensive because the material constant is stable. A deflection length is required, and it is very difficult to set a long cycle. In addition, as in the case of the vertical seismic isolation device shown in FIG. In addition, the mounting length is very long to support the load of the structure, requiring a large space.

【0006】3)防振ゴムを用いた装置 内部摩擦によるダンピングが得られるという利点はある
が、長周期に設定するには、装置の荷重を支えるための
たわみ長及びストロークを得るのに困難で耐久性も他の
ものに比べて劣る。
3) Apparatus using anti-vibration rubber There is an advantage that damping due to internal friction can be obtained, but it is difficult to obtain a flexure length and a stroke for supporting the load of the apparatus when setting a long cycle. The durability is also inferior to the others.

【0007】[0007]

【発明が解決しょうとする課題】本発明は、上記の従来
の制振装置の欠点を改善した新しい長周期の免震除振装
置を提供するものである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a new long-period seismic isolation device in which the above-mentioned drawbacks of the conventional vibration damping device are improved.

【0008】[0008]

【課題を解決するための手段】本発明者らは、上下架台
間に負のばね定数をもつばね機構と正のばね定数をもつ
ばね機構を組合せ、具体的にはリンク機構とコイルばね
を組み合わせることによって、新規な長周期の免震除振
装置を実現したものである。すなわち、請求項1の発明
は、負のばね定数を有するばねを配置した機構と、この
機構に正のばね定数を有するばねを組み合わせた免震除
振装置である。
Means for Solving the Problems The present inventors combine a spring mechanism having a negative spring constant and a spring mechanism having a positive spring constant between the upper and lower mounts, and specifically combine a link mechanism and a coil spring. As a result, a new long-period seismic isolation device has been realized. That is, the invention of claim 1 is a seismic isolation device in which a mechanism having a spring having a negative spring constant is combined with a spring having a positive spring constant.

【0009】請求項2の発明は、負のばね定数を有する
ばねを調節可能な機構により、ばね定数を長周期に変化
させることのできる請求項1の免震除振装置である。
According to a second aspect of the present invention, there is provided the vibration isolation device according to the first aspect, wherein the spring constant can be changed in a long cycle by a mechanism capable of adjusting a spring having a negative spring constant.

【0010】請求項3の発明は、正のばね定数を有する
ばねを調節することにより、免震装置を任意の高さに調
節できる請求項1又は2の免震除振装置である。
According to a third aspect of the present invention, the seismic isolation device can be adjusted to an arbitrary height by adjusting a spring having a positive spring constant.

【0011】請求項4の発明は、1対のリンクのそれぞ
れの一端部を上架台と下架台に枢着すると共にそれぞれ
の他端部を前記下架台と上架台の各水平移動機構と枢着
し、下架台に複数の負のばね定数をもつ第1コイルばね
及び下架台と上架台の間に複数の正のばね定数をもつ第
2コイルばね及びシャクルを有する第3コイルばねを設
けてなる免震除振装置である。
According to a fourth aspect of the present invention, one end of each of the pair of links is pivotally connected to the upper mount and the lower mount, and the other end is connected to each of the horizontal moving mechanisms of the lower mount and the upper mount. The lower frame is provided with a first coil spring having a plurality of negative spring constants, a second coil spring having a plurality of positive spring constants, and a third coil spring having a shackle between the lower frame and the upper frame. It is a seismic isolation device.

【0012】請求項5の発明は、前記水平移動機構がレ
ールと直線運動機構からなる請求項4の免震除振装置で
ある。
According to a fifth aspect of the present invention, there is provided the vibration isolator according to the fourth aspect, wherein the horizontal moving mechanism comprises a rail and a linear motion mechanism.

【0013】請求項6は、上架台と下架台との間にさら
にオイルダンパーを配置してなる請求項4又は5の免震
除振装置である。
According to a sixth aspect of the present invention, there is provided an anti-vibration isolator according to the fourth or fifth aspect, further comprising an oil damper disposed between the upper and lower mounts.

【0014】[0014]

【発明の実施の形態】以下本発明の実施の形態を図に基
づいて説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings.

【0015】図1は、本発明装置の実施の形態の平面図
であって、基礎上面に下架台1を配置しその上方に上架
台2を平行に設けて、複数の第1コイルばね3の右端を
ばね連結具6とその他方の左端を下架台1に強さを調節
可能に連結して除振物の重量と第1コイルばね3との関
係を調整する。そして第1コイルばね3の両側に垂直方
向に各2本の第2コイルばね4とシャクル11を有する
第3コイルばね5が配置されている。なお、12はオイ
ルダンパーで上架台2と下架台1との間に設けてあり、
減衰を速くする。このオイルダンパー12は取付けなく
てもよい。
FIG. 1 is a plan view of an embodiment of the apparatus of the present invention, in which a lower mount 1 is arranged on the upper surface of a foundation, and an upper mount 2 is provided in parallel above the lower mount 1 so that a plurality of first coil springs 3 are provided. The right end is connected to the spring connector 6 and the other left end is connected to the lower base 1 so that the strength can be adjusted, and the relationship between the weight of the vibration isolator and the first coil spring 3 is adjusted. A third coil spring 5 having two second coil springs 4 and a shackle 11 is disposed vertically on both sides of the first coil spring 3. In addition, 12 is an oil damper provided between the upper frame 2 and the lower frame 1,
Fast decay. This oil damper 12 does not have to be attached.

【0016】図2は、本発明の平常時の側面図であっ
て、上架台2の上面に除振物(図示していない)が載置
されている。上架台2が下架台1に対して水平に上下に
移動できるように第1コイルばね3はリンク7を介して
負のばね定数にて設けられている。右下がりのリンク7
−1はその下方端が下架台1の端部近傍に設けた水平移
動機構8−2に枢着し、その上方端は上架台2に枢着し
ている。この水平移動機構8−2は下架台のレール9−
2と直線運動装置10−2から構成されている。また左
下がりのリンク7−2はその上方端は上架台2の端部近
傍に設けた水平移動機構8−1に枢着しその下方端は下
架台1に枢着している。上記と同様に水平移動機構8−
1は上架台のレール9−1と直線運動装置10−1から
構成されている。リンクの内側には上架台2と下架台1
との間に2本の第2コイルばね4及び特にシャクル11
を介して2本の第3コイルばね5は通常はばね作用をせ
ずに配置されている。各リンクが上・下架台と枢着する
場合はベアリングの軸受を用いている。
FIG. 2 is a side view of the present invention in a normal state, in which an anti-vibration object (not shown) is placed on the upper surface of the upper gantry 2. The first coil spring 3 is provided with a negative spring constant via a link 7 so that the upper mount 2 can move up and down horizontally with respect to the lower mount 1. Downward link 7
The lower end of -1 is pivotally connected to a horizontal moving mechanism 8-2 provided near the end of the lower gantry 1, and the upper end is pivotally connected to the upper gantry 2. This horizontal moving mechanism 8-2 is provided with a rail 9-
2 and a linear motion device 10-2. The lower end of the link 7-2 has its upper end pivotally connected to a horizontal moving mechanism 8-1 provided near the end of the upper mount 2, and its lower end pivotally connected to the lower mount 1. Horizontal movement mechanism 8-
Reference numeral 1 denotes an upper frame rail 9-1 and a linear motion device 10-1. Inside the link is an upper frame 2 and a lower frame 1
Between the two second coil springs 4 and especially the shackle 11
The two third coil springs 5 are normally arranged without a spring action. When each link is pivotally connected to the upper and lower mounts, a bearing of a bearing is used.

【0017】図3は、振動により上架台2が上方に移動
した場合の側面図である。
FIG. 3 is a side view when the upper gantry 2 is moved upward by vibration.

【0018】図4は、図1の側面図の左半分である。FIG. 4 is a left half of the side view of FIG.

【0019】図5は、第1コイルばね3、第2コイルば
ね4及び第3コイルばね5の荷重−たわみ線図であっ
て、第1コイルばね3の負のばね定数と第2コイルばね
4及び第3コイルばね5の正のばね定数を合計すると右
上がりの実線にて示したようになだらかな傾斜となり長
周期になっていることが分かる。
FIG. 5 is a load-deflection diagram of the first coil spring 3, the second coil spring 4, and the third coil spring 5, and shows the negative spring constant of the first coil spring 3 and the second coil spring 4. Further, when the positive spring constants of the third coil springs 5 are summed up, the slope becomes gentle as shown by the solid line rising to the right, indicating that the cycle is long.

【0020】次に作用を説明する。Next, the operation will be described.

【0021】図1の本発明装置において、図2は平常時
で上架台2は静止している。振動により上架台2が上方
に移動するとリンク7は立ち上がり上架台の直線運動装
置10−1は上架台2の中央側に、また下架台の直線運
動装置10−2は下架台1の中央側に移動すると共に第
2コイルばね4及び第3コイルばね5は図5の左下に位
置している。また第1コイルばね3の荷重−たわみ線図
は図5の左上に示す。これらの第1コイルばね3、第2
コイルばね4及び第3コイルばね5の特性の合計は、図
5の左下の実線となり中心点から左下がりのなだらかな
傾斜となっている。逆に上架台2が振動加速度により下
方に移動した場合は、1対のリンク7はほぼ平行状態に
なり、上架台の直線運動装置10−1は上架台2の外端
側に、また下架台の直線運動装置10−2は下架台1の
外端側に移動すると共に第2コイルばね4の荷重−たわ
み線図は図5の右上に示すようになる。第3コイルばね
5はシャクル11のために何ら作用しないので図の右上
には表れない。また第1コイルばね3の荷重−たわみ線
図はは図5の右下に示す。この第1コイルばね3と第2
コイルばね4の合計は図5の右上の実線の通り中心点か
らなだらかな右上がりの傾斜になっている。
In the apparatus of the present invention shown in FIG. 1, FIG. 2 shows that the upper gantry 2 is stationary at normal times. When the upper gantry 2 moves upward due to vibration, the link 7 rises and the linear motion device 10-1 of the upper gantry is at the center of the upper gantry 2, and the linear motion device 10-2 of the lower gantry is at the center of the lower gantry 1. While moving, the second coil spring 4 and the third coil spring 5 are located at the lower left of FIG. The load-deflection diagram of the first coil spring 3 is shown in the upper left of FIG. These first coil spring 3 and second coil spring 3
The total of the characteristics of the coil springs 4 and the third coil springs 5 is a solid line at the lower left of FIG. Conversely, when the upper gantry 2 moves downward due to the vibration acceleration, the pair of links 7 becomes substantially parallel, and the linear motion device 10-1 of the upper gantry moves to the outer end side of the upper gantry 2 and the lower gantry The linear motion device 10-2 moves to the outer end side of the lower base 1 and the load-deflection diagram of the second coil spring 4 is as shown in the upper right of FIG. The third coil spring 5 does not act on the shackle 11 at all, and therefore does not appear at the upper right of the figure. A load-deflection diagram of the first coil spring 3 is shown at the lower right of FIG. The first coil spring 3 and the second
The total of the coil springs 4 has a gentle upward slope from the center point as shown by the solid line in the upper right of FIG.

【0022】すなわち、3種類のコイルばねを単独に使
用するよりもそれらを組み合わせてセットにして使用す
ると荷重−たわみ線図は図5の実線に示す通りなだらか
な右上がり直線となり、本発明装置の固有周期を長周期
になることが分かる。また除振物の重量により第1コイ
ルばね3の固定長さを変えることによりその荷重を調節
することができる。本発明装置の高さを上架台2に固着
された第2コイルばね4の固定長さを変えることにより
調節することによってできる。
That is, when the three types of coil springs are used in combination as a set rather than used alone, the load-deflection diagram becomes a gently rising straight line as shown by the solid line in FIG. It can be seen that the natural period becomes a long period. The load can be adjusted by changing the fixed length of the first coil spring 3 according to the weight of the vibration isolator. The height of the device of the present invention can be adjusted by changing the fixed length of the second coil spring 4 fixed to the upper base 2.

【0023】[0023]

【発明の効果】本発明は、負のばね定数をもつばねと、
正のばね定数をもつばねおよびシャクルを有するばねの
3種類のコイルばねを組み合わせることによりコンバク
トで長周期の免震除振装置が可能となった。
The present invention provides a spring having a negative spring constant,
By combining three types of coil springs, a spring having a positive spring constant and a spring having a shackle, a compact and long-period seismic isolation device has become possible.

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

【図1】本発明装置の平面図、FIG. 1 is a plan view of the device of the present invention,

【図2】本発明装置平常時の側面図、FIG. 2 is a side view of the device of the present invention in a normal state;

【図3】本発明装置の上架台が移動した時の側面図、FIG. 3 is a side view when the upper gantry of the present invention is moved;

【図4】図1の側面図の左半分を示す、FIG. 4 shows the left half of the side view of FIG. 1;

【図5】コイルばねの荷重−たわみ線図、FIG. 5 is a load-deflection diagram of a coil spring;

【図6】従来の長周期の振動低減装置の一例を示す。FIG. 6 shows an example of a conventional long-period vibration reduction device.

【符号の説明】[Explanation of symbols]

1 下架台 2 上架台 3 第1コイルばね 4 第2コイルばね 5 第3コイルばね 6 ばね連結具 7 リンク 8 水平移動機構 9 レール 10 直線運動装置 11 シャクル 12 オイルダンパー DESCRIPTION OF SYMBOLS 1 Lower gantry 2 Upper gantry 3 1st coil spring 4 2nd coil spring 5 3rd coil spring 6 Spring connector 7 Link 8 Horizontal movement mechanism 9 Rail 10 Linear motion device 11 Shackle 12 Oil damper

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成9年8月6日[Submission date] August 6, 1997

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0008[Correction target item name] 0008

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0008】[0008]

【課題を解決するための手段】本発明者らは、上下架台
間に水平コイルばねにリンクを介して得られる上下方向
のばね定数(以下負のばね定数という)をもつばね機構
と正のばね定数をもつばね機構を組合せ、具体的にはリ
ンク機構とコイルばねを組み合わせることによって、新
規な長周期の免震除振装置を実現したものである。すな
わち、請求項1の発明は、負のばね定数を有するばねを
配置した機構と、この機構に正のばね定数を有するばね
を組み合わせた免震除振装置である。
Means for Solving the Problems The present inventors have proposed a vertical coil spring provided between a vertical mount and a horizontal coil spring via a link.
By combining a spring mechanism with a negative spring constant and a spring mechanism with a positive spring constant, specifically combining a link mechanism and a coil spring, a new long-period seismic isolation It is an implementation of the device. That is, the invention of claim 1 is a seismic isolation device in which a mechanism having a spring having a negative spring constant is combined with a spring having a positive spring constant.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 宮野 宏 東京都江東区辰巳3−5−3 三菱製鋼株 式会社環境エンジニアリング事業部内 (72)発明者 矢口 大輔 東京都江東区辰巳3−5−3 三菱製鋼株 式会社環境エンジニアリング事業部内 ──────────────────────────────────────────────────の Continuing on the front page (72) Inventor Hiroshi Miyano 3-5-3 Tatsumi, Koto-ku, Tokyo Mitsubishi Steel Corporation Environmental Engineering Division (72) Inventor Daisuke Yaguchi 3-5-3, Tatsumi Koto-ku, Tokyo Environmental Engineering Division, Mitsubishi Steel Corporation

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 負のばね定数をもつばねの機構と、正の
ばね定数をもつばねを組み合わせた免震除振装置。
1. A seismic isolation device in which a mechanism of a spring having a negative spring constant and a spring having a positive spring constant are combined.
【請求項2】 負のばね定数を調節可能とする機構によ
り、上下ばね定数を長周期に変化させることのできる請
求項1の免震除振装置。
2. The seismic isolation device according to claim 1, wherein a vertical spring constant can be changed in a long cycle by a mechanism capable of adjusting a negative spring constant.
【請求項3】 正のばね定数のばねを調節することによ
り、制振装置を任意の高さに調節できる請求項1又は2
の免震除振装置。
3. The vibration damping device can be adjusted to an arbitrary height by adjusting a spring having a positive spring constant.
Seismic isolation device.
【請求項4】 1対のリンクのそれぞれの一端部を上架
台と下架台に枢着すると共にそれぞれの他端部を前記の
下架台と上架台の各水平移動機構と枢着し、下架台に複
数の負のばね定数をもつ第1コイルばね及び下架台と上
架台の間に複数の正のばね定数をもつ第2コイルばね及
びシャクルを有する第3コイルばねを配置してなる免震
除振装置。
4. One end of each of the pair of links is pivotally connected to the upper mount and the lower mount, and the other end is pivotally connected to each of the horizontal movement mechanisms of the lower mount and the upper mount. A first coil spring having a plurality of negative spring constants, and a second coil spring having a plurality of positive spring constants and a third coil spring having a shackle between the lower and upper mounts. Shaking device.
【請求項5】 前記水平移動機構がレールと直線運動機
構からなる請求項4の免震除振装置。
5. The seismic isolation device according to claim 4, wherein said horizontal movement mechanism comprises a rail and a linear movement mechanism.
【請求項6】 上架台と下架台との間にさらにオイルダ
ンパーを配置してなる請求項4又は5の免震除振装置。
6. An anti-vibration isolator according to claim 4, further comprising an oil damper disposed between the upper mount and the lower mount.
JP20019397A 1997-07-25 1997-07-25 Seismic isolation device Expired - Fee Related JP3917720B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20019397A JP3917720B2 (en) 1997-07-25 1997-07-25 Seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20019397A JP3917720B2 (en) 1997-07-25 1997-07-25 Seismic isolation device

Publications (2)

Publication Number Publication Date
JPH1137214A true JPH1137214A (en) 1999-02-12
JP3917720B2 JP3917720B2 (en) 2007-05-23

Family

ID=16420355

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20019397A Expired - Fee Related JP3917720B2 (en) 1997-07-25 1997-07-25 Seismic isolation device

Country Status (1)

Country Link
JP (1) JP3917720B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006055494A (en) * 2004-08-23 2006-03-02 Hiroshima Univ Equal repulsion spring mechanism
JP2008157288A (en) * 2006-12-21 2008-07-10 Meiji Univ Base isolation device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006055494A (en) * 2004-08-23 2006-03-02 Hiroshima Univ Equal repulsion spring mechanism
JP2008157288A (en) * 2006-12-21 2008-07-10 Meiji Univ Base isolation device

Also Published As

Publication number Publication date
JP3917720B2 (en) 2007-05-23

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