JPH0536032Y2 - - Google Patents

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Publication number
JPH0536032Y2
JPH0536032Y2 JP770688U JP770688U JPH0536032Y2 JP H0536032 Y2 JPH0536032 Y2 JP H0536032Y2 JP 770688 U JP770688 U JP 770688U JP 770688 U JP770688 U JP 770688U JP H0536032 Y2 JPH0536032 Y2 JP H0536032Y2
Authority
JP
Japan
Prior art keywords
fixed
seismic isolation
additional spring
floor
plate
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
JP770688U
Other languages
Japanese (ja)
Other versions
JPH01112235U (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 JP770688U priority Critical patent/JPH0536032Y2/ja
Publication of JPH01112235U publication Critical patent/JPH01112235U/ja
Application granted granted Critical
Publication of JPH0536032Y2 publication Critical patent/JPH0536032Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Vibration Prevention Devices (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、大地震時に免震床の水平大変位を制
限する装置に関するものである。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a device that limits the horizontal displacement of a seismic isolation floor during a major earthquake.

〔従来の技術〕PRIOR ART

従来から、地震時の振動応答低減のため、積層
ゴムや空気ばねを用いた免震床が知られている。
Seismic isolation floors using laminated rubber or air springs have been known for reducing vibration response during earthquakes.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

上述の従来の免震床には、フエイルセーフ機構
としての水平応答変位を許容値以下に抑える手段
が施されていないため、設計値を越えた大地震の
時には、免震床が水平大変位して壁あるいは非免
震床に衝突し、免震床に載置されている機器の破
損が避けられないという問題点がある。
The conventional seismic isolation floor mentioned above does not have a fail-safe mechanism to suppress the horizontal response displacement below the allowable value, so in the event of a large earthquake that exceeds the design value, the seismic isolation floor will undergo a large horizontal displacement. There is a problem in that collisions with walls or non-seismic isolation floors inevitably result in damage to equipment placed on the seismic isolation floors.

本考案は、このような問題点を解決しようとす
るものである。すなわち、本考案は、大地震時に
免震床の水平大変位を許容値以下に制限する装置
を提供することを目的とするものである。
The present invention attempts to solve these problems. That is, an object of the present invention is to provide a device that limits the horizontal large displacement of a seismic isolation floor to a permissible value or less during a major earthquake.

〔課題を解決するための手段〕[Means to solve the problem]

上記目的を達成するため、本考案における免震
床の水平大変位制限装置は、免震床の下面に取付
けられて下方に突出している環状の当り板と、該
免震床に対向している固定床の上面に順に固定さ
れた台座と付加ばね取付板とを備え、かつ、前記
台座の上面の中央に固定されて上方に行くにつれ
て先細りになつている突出ストツパと、この突出
ストツパの外周側に位置して前記付加ばね取付板
の上面に固定されたゴム製のドーナツ形の付加ば
ねとを備え、しかも、前記当り板よりも適当に小
さい外形を有して該当り板の内側に位置している
とともに該当り板の下端よりも上位に位置するよ
うにして前記付加ばねの上面に固定された環状の
受板を備えている。
In order to achieve the above object, the device for limiting the horizontal displacement of a seismic isolation floor in the present invention includes an annular contact plate that is attached to the lower surface of the seismic isolation floor and protrudes downward, and an annular contact plate that faces the seismic isolation floor. It comprises a pedestal and an additional spring mounting plate fixed in order to the upper surface of the fixed bed, a protruding stopper fixed to the center of the upper surface of the pedestal and tapered upward, and an outer peripheral side of the protruding stopper. and a donut-shaped additional spring made of rubber fixed to the upper surface of the additional spring mounting plate, and having an outer diameter suitably smaller than the contact plate and located inside the corresponding plate. and an annular receiving plate fixed to the upper surface of the additional spring so as to be located above the lower end of the corresponding plate.

〔作用〕[Effect]

本考案によれば、小さい地震などのように、免
震床の水平応答変位が小さいときは、当り板が付
加ばねの上面に固定されている受板とは接触しな
いで離れている。しかし、地震が大きくなつて、
前記水平変位が設定値を越えると、当り板が受板
に衝突してそれが付加ばねに作用し、固定床と免
震床の間の水平方向ばね定数が増加し、免震床の
変位が抑えられる。さらに地震が大きくなつて、
その応答変位が増し、突出ストツパと付加ばねが
当ると、応答水平変位は全く抑えられる。
According to the present invention, when the horizontal response displacement of the seismic isolation floor is small, such as in the case of a small earthquake, the contact plate does not come into contact with the receiving plate fixed to the upper surface of the additional spring, but separates from it. However, as the earthquake got bigger,
When the horizontal displacement exceeds the set value, the contact plate collides with the receiving plate, which acts on the additional spring, increasing the horizontal spring constant between the fixed floor and the seismic isolation floor, and suppressing the displacement of the seismic isolation floor. . The earthquake got even bigger,
When the response displacement increases and the protruding stopper and additional spring come into contact, the response horizontal displacement is completely suppressed.

〔実施例〕〔Example〕

第1図は本考案の一実施例を示している。第1
図において、1は免震床、2は該免震床1の下面
に取付けられて下方に突出している円環状の当り
板、3は該免震床1に対向している固定床であ
る。また4は第2図ないし第4図にもみられるよ
うに前記固定床3の上面に固定された台座、5は
該台座4の上面に固定された付加ばね取付板、6
は前記台座4の上面の中央に溶接によつて固定さ
れて上方に行くにつれて先細りになつている截頭
円錐形の突出ストツパである。そして7は第2図
にもみられるように前記突出ストツパ6の外周側
に位置して付加ばね取付板5の上面に固定された
ゴム製のドーナツ形の付加ばね、8は前記当り板
2よりも適当に小さい外形(外径)を有して当り
板2の内側に位置しているとともに当り板2の下
端よりも上位に位置するようにして付加ばね7の
上面に固定された円環状の受板である。
FIG. 1 shows an embodiment of the present invention. 1st
In the figure, 1 is a seismic isolation floor, 2 is an annular contact plate attached to the lower surface of the seismic isolation floor 1 and protrudes downward, and 3 is a fixed floor facing the seismic isolation floor 1. Further, as shown in FIGS. 2 to 4, 4 is a pedestal fixed to the upper surface of the fixed floor 3, 5 is an additional spring mounting plate fixed to the upper surface of the pedestal 4, and 6
is a truncated conical protruding stopper which is fixed to the center of the upper surface of the pedestal 4 by welding and tapers upwardly. As shown in FIG. 2, 7 is a rubber donut-shaped additional spring located on the outer circumferential side of the protruding stopper 6 and fixed to the upper surface of the additional spring mounting plate 5; An annular receiver having a suitably small outer diameter (outer diameter) is located inside the contact plate 2 and is fixed to the upper surface of the additional spring 7 so as to be located above the lower end of the contact plate 2. It is a board.

なお第2図にみられる9は前記受板8の外周に
固定された緩衝用ゴムである。また図示はしてい
ないが、免震床1は空気ばね等を介して建物など
の固定床3に載置されている。
Note that 9 shown in FIG. 2 is a cushioning rubber fixed to the outer periphery of the receiving plate 8. Although not shown, the seismic isolation floor 1 is placed on a fixed floor 3 of a building or the like via air springs or the like.

図示のように構成された免震床1の水平大変位
制限装置においては、小さい地震などのように、
免震床1の水平応答変位が小さいときは、当り板
2が受板8とは接触しないで離れている。しか
し、地震が大きくなつて、前記水平変位が設定値
を越えると、当り板2が受板8に衝突してそれが
付加ばね7に作用し、固定床3と免震床1の間の
水平方向ばね定数が増加し、免震床1の変位が抑
えられる。さらに地震が大きくなつて、その応答
変位が増し、突出ストツパ6と付加ばね7が当る
と、応答水平変位が全く抑えられる。
In the horizontal displacement limiting device for the seismic isolation floor 1 configured as shown in the figure, in the event of a small earthquake, etc.
When the horizontal response displacement of the seismic isolation floor 1 is small, the contact plate 2 is separated from the receiving plate 8 without contacting it. However, when the earthquake becomes large and the horizontal displacement exceeds the set value, the contact plate 2 collides with the receiving plate 8, which acts on the additional spring 7, causing the horizontal displacement between the fixed floor 3 and the seismic isolation floor 1 to The directional spring constant increases, and the displacement of the seismic isolation floor 1 is suppressed. As the earthquake becomes larger, the response displacement increases, and when the protruding stopper 6 and the additional spring 7 hit, the response horizontal displacement is completely suppressed.

なお突出ストツパ6の形状、つまり、上方に行
くにつれて先細りになつている形状を適当に調整
することにより、付加ばね7の特性を非線型に
し、付加ばね効果発揮時の免震床1の応答加速度
を最小にできる。
By appropriately adjusting the shape of the protruding stopper 6, that is, the shape that tapers upward, the characteristics of the additional spring 7 can be made non-linear, and the response acceleration of the seismic isolation floor 1 when the additional spring effect is exerted can be adjusted. can be minimized.

〔考案の効果〕[Effect of idea]

以上説明したように、本考案によれば、せん断
変形により、ばね力が生ずるドーナツ形のゴム製
の付加ばねと、上方に行くにつれて先細りになつ
ている突出ストツパとを固定床側に設け、免震床
には環状の当り板を設けたので、免震床のあらゆ
る水平方向の設定値を越えた大変位に対して制限
して、その変位を抑えることができ、したがつ
て、免震床のフエイルセーフ機構として有効に働
く。
As explained above, according to the present invention, an additional donut-shaped rubber spring that generates a spring force due to shear deformation and a protruding stopper that tapers upward are provided on the fixed bed side, and the Since an annular contact plate is installed on the seismic floor, it is possible to limit and suppress large displacements that exceed the set value of the seismic isolation floor in any horizontal direction. It works effectively as a fail-safe mechanism.

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

第1図は本考案の一実施例を示した一部切欠断
面正面図、第2図は第1図の突出ストツパおよび
付加ばねなどを拡大して示した断面正面図、第3
図は第1図の台座および突出ストツパなどを示し
た正面図、第4図は第3図の平面図である。 1……免震床、2……当り板、3……固定床、
4……台座、5……付加ばね取付板、6……突出
ストツパ、7……付加ばね、8……受板、9……
緩衝用ゴム。
Fig. 1 is a partially cutaway front view showing an embodiment of the present invention; Fig. 2 is an enlarged cross-sectional front view showing the protruding stopper and additional spring shown in Fig. 1;
The figure is a front view showing the pedestal and protruding stopper shown in FIG. 1, and FIG. 4 is a plan view of FIG. 3. 1... Seismic isolation floor, 2... Hit plate, 3... Fixed floor,
4... Pedestal, 5... Additional spring mounting plate, 6... Protruding stopper, 7... Additional spring, 8... Receiving plate, 9...
Rubber for cushioning.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 免震床の下面に取付けられて下方に突出してい
る環状の当り板と、該免震床に対向している固定
床の上面に順に固定された台座と付加ばね取付板
とを備え、かつ、前記台座の上面の中央に固定さ
れて上方に行くにつれて先細りになつている突出
ストツパと、この突出ストツパの外周側に位置し
て前記付加ばね取付板の上面に固定されたゴム製
のドーナツ形の付加ばねとを備え、しかも、前記
当り板よりも適当に小さい外形を有して該当り板
の内側に位置しているとともに該当り板の下端よ
りも上位に位置するようにして前記付加ばねの上
面に固定された環状の受板を備えていることを特
徴とする、免震床の水平大変位制限装置。
comprising an annular contact plate attached to the lower surface of the seismic isolation floor and protruding downward; a pedestal and an additional spring mounting plate fixed in order to the upper surface of the fixed floor facing the seismic isolation floor; a protruding stopper fixed to the center of the upper surface of the pedestal and tapering upward; and a donut-shaped rubber donut located on the outer periphery of the protruding stopper and fixed to the upper surface of the additional spring mounting plate. The additional spring has an outer diameter suitably smaller than the abutment plate, is located inside the abutment plate, and is located above the lower end of the abutment plate. A device for limiting horizontal displacement of a seismic isolation floor, characterized by comprising an annular receiving plate fixed to the upper surface.
JP770688U 1988-01-26 1988-01-26 Expired - Lifetime JPH0536032Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP770688U JPH0536032Y2 (en) 1988-01-26 1988-01-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP770688U JPH0536032Y2 (en) 1988-01-26 1988-01-26

Publications (2)

Publication Number Publication Date
JPH01112235U JPH01112235U (en) 1989-07-28
JPH0536032Y2 true JPH0536032Y2 (en) 1993-09-13

Family

ID=31212944

Family Applications (1)

Application Number Title Priority Date Filing Date
JP770688U Expired - Lifetime JPH0536032Y2 (en) 1988-01-26 1988-01-26

Country Status (1)

Country Link
JP (1) JPH0536032Y2 (en)

Also Published As

Publication number Publication date
JPH01112235U (en) 1989-07-28

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