JPH11336202A - Base isolation bearing device - Google Patents

Base isolation bearing device

Info

Publication number
JPH11336202A
JPH11336202A JP14379298A JP14379298A JPH11336202A JP H11336202 A JPH11336202 A JP H11336202A JP 14379298 A JP14379298 A JP 14379298A JP 14379298 A JP14379298 A JP 14379298A JP H11336202 A JPH11336202 A JP H11336202A
Authority
JP
Japan
Prior art keywords
sliding
cushioning material
movable plate
fitting portion
sliding member
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
JP14379298A
Other languages
Japanese (ja)
Inventor
Sakae Ueda
栄 上田
Yoshihisa Kitamura
佳久 北村
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.)
Nippon Pillar Packing Co Ltd
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Nippon Pillar Packing Co Ltd
Shimizu Construction Co Ltd
Shimizu 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 Nippon Pillar Packing Co Ltd, Shimizu Construction Co Ltd, Shimizu Corp filed Critical Nippon Pillar Packing Co Ltd
Priority to JP14379298A priority Critical patent/JPH11336202A/en
Publication of JPH11336202A publication Critical patent/JPH11336202A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a base isolation bearing device capable of surely preventing an upper structural body from settlement or inclination and stably bearing the upper structural body. SOLUTION: Both up and down sliding members 3 and 4 constituting a sliding bearing are slid to damp and reduce rolling applied to an upper structural body A, and a buffer 9 stored in a recessed fitting section 8 is deformed to absorb the inclination of a movable plate 7. Since the buffer 9 is prevented from being cut into a gap between the movable plate 7 and recessed fitting section 8 by a seal link 11 fitted into a groove section of the movable plate 7, there is no variation in the thickness and volume of the buffer 9, and they can remain unchanged. When the deformation is released, the buffer 9 can be restored to an original state, so that the settlement or inclination of the upper structural body A can be surely prevented, and the upper structural body A can be stably borne.

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】この発明は、例えば、建物、
従来建物のエキスパンション、渡り廊下、屋根支持部、
橋梁等の構造体を支承する部分に用いられる免震支承装
置に関する。
TECHNICAL FIELD The present invention relates to, for example, a building,
Conventional building expansion, corridor, roof support,
The present invention relates to a seismic isolation bearing device used for a part supporting a structure such as a bridge.

【0002】[0002]

【従来の技術】従来、上述例のような構造体を支承する
免震支承装置としては、例えば、図7に示すように、上
部構造体Aと下部構造体Bとの間に滑り支承22を配設
した免震支承装置21がある。
2. Description of the Related Art Conventionally, as a seismic isolation bearing device for supporting a structure as described above, for example, a sliding bearing 22 is provided between an upper structure A and a lower structure B as shown in FIG. There is an installed seismic isolation bearing device 21.

【0003】この装置は、滑り支承22を構成する金属
製の滑り部材23を固定板25の下面側に固定し、その
固定板25を上部構造体Aの下面側に固定している。
In this apparatus, a metal sliding member 23 constituting a sliding bearing 22 is fixed to a lower surface of a fixed plate 25, and the fixed plate 25 is fixed to a lower surface of the upper structure A.

【0004】一方、合成樹脂製の滑り部材24を可動板
27の上面側に固定し、その可動板27を、合成ゴム製
の緩衝材29を介して、固定板26の上面側に形成した
凹状嵌込み部28に嵌込み収納している。
On the other hand, a sliding member 24 made of synthetic resin is fixed on the upper surface side of the movable plate 27, and the movable plate 27 is formed on the upper surface side of the fixed plate 26 via a cushioning material 29 made of synthetic rubber. It is fitted and stored in the fitting portion 28.

【0005】地震発生地に於いて、滑り支承22を構成
する滑り部材23,24を任意方向に繰り返し変位させ
て、上部構造体Aに付与される横揺れを減衰及び軽減す
る。凹状嵌込み部28に収納された緩衝材29を変形し
て、可動板27の傾きを吸収する。
[0005] In an earthquake site, the sliding members 23 and 24 constituting the sliding bearing 22 are repeatedly displaced in an arbitrary direction to attenuate and reduce the rolling applied to the upper structure A. The cushioning material 29 stored in the concave fitting portion 28 is deformed to absorb the tilt of the movable plate 27.

【発明が解決しようとする課題】しかし、上述した可動
板27は、凹状嵌込み部28に対して上下動可能に収納
されており、相互の対向周面間に上下動が許容される隙
間を設けているため、滑り部材23,24が任意方向に
変位したとき、図8に示すように、可動板27と凹状嵌
込み部28との対向周面間に形成された隙間aに、緩衝
材29の外周縁部が食い込むため、その周縁部に於い
て、緩衝材29の厚み及び体積に変化が生じ、食み出し
部分の肉厚が薄くなり、上部構造体Aが沈んだり、傾い
たりすることがある。
However, the above-mentioned movable plate 27 is accommodated in the concave fitting portion 28 so as to be movable up and down, and a gap between the opposing peripheral surfaces is allowed to move up and down. When the sliding members 23 and 24 are displaced in an arbitrary direction, as shown in FIG. 8, a cushioning material is provided in a gap a formed between the opposing peripheral surfaces of the movable plate 27 and the concave fitting portion 28 as shown in FIG. Since the outer peripheral edge of 29 is penetrated, a change occurs in the thickness and volume of the cushioning material 29 at the peripheral edge, the thickness of the protruding portion is reduced, and the upper structure A sinks or tilts. Sometimes.

【0006】また、緩衝材29には、上部構造体Aの荷
重が常時付与されているので、緩衝材29の外周縁部が
隙間aに食い込んだまま、緩衝材29の外周縁部が元の
厚み及び体積に復元せず、上部構造体Aの高さ及び傾き
が元の状態に戻りにくいという問題点を有している。
Further, since the load of the upper structure A is constantly applied to the cushioning material 29, the outer periphery of the cushioning material 29 is restored to its original state while the outer periphery of the cushioning material 29 bites into the gap a. There is a problem that the height and the inclination of the upper structure A are hard to return to the original state without being restored to the thickness and the volume.

【0007】この発明は上記問題に鑑み、滑り支承を構
成する一方の滑り部材と、一方の構造体に形成した嵌込
み部との対向周面にシール部材を嵌着して、その対向周
面間の隙間に緩衝材が食い込もうとするのを阻止するの
で、緩衝材の厚み及び体積が変化せず、上部構造体を安
定的に支承することができる免震支承装置の提供を目的
とする。
SUMMARY OF THE INVENTION In view of the above problems, a sealing member is fitted on a peripheral surface of one of the sliding members constituting a sliding bearing and a fitting portion formed on one of the structures, and the peripheral surface of the sealing member is fitted. The purpose of the present invention is to provide a seismic isolation bearing device that can stably support the upper structure without changing the thickness and volume of the cushioning material because it prevents the cushioning material from trying to bite into the gap between them. I do.

【0008】[0008]

【課題を解決するための手段】請求項1記載の発明は、
上部構造体と下部構造体との間に、上下に滑り部材を対
接してなる滑り支承を介在した免震支承装置であって、
上記一方の滑り部材を、上記上部構造体又は下部構造体
に形成した凹状の嵌込み部に嵌込むと共に、上記滑り部
材と嵌込み部との対向周面に、該滑り部材下部に収納さ
れた緩衝材の外周縁部と対向してシール部材を嵌着した
免震支承装置であることを特徴とする。
According to the first aspect of the present invention,
A seismic isolation bearing device having a sliding bearing formed by vertically contacting a sliding member between an upper structure and a lower structure,
The one sliding member was fitted into a concave fitting portion formed in the upper structure or the lower structure, and was accommodated in a lower portion of the sliding member on a peripheral surface facing the sliding member and the fitting portion. It is a seismic isolation bearing device in which a seal member is fitted so as to face the outer peripheral edge of the cushioning material.

【0009】請求項2記載の発明は、上記請求項1記載
の構成と併せて、上記滑り部材の嵌込み側外周面に形成
した溝部に上記シール部材を嵌着すると共に、上記溝部
とシール部材との対向周面に、該シール部材が径方向に
対して拡張される方向に向けて傾斜するテーパ面を形成
した免震支承装置であることを特徴とする。
According to a second aspect of the present invention, in addition to the configuration of the first aspect, the seal member is fitted into a groove formed on the outer peripheral surface on the fitting side of the sliding member. The seal member is characterized in that it is a seismic isolation bearing device having a tapered surface which is formed on a peripheral surface opposite to the tapered surface in a direction in which the seal member is expanded in the radial direction.

【0010】[0010]

【作用】請求項1記載の免震支承装置は、下部構造体に
震動(横揺れ)が伝えられたとき、滑り支承を構成する
上下の滑り部材を任意方向に繰り返し変位させて、上部
構造体に付与される横揺れを減衰及び軽減する。上部構
造体又は下部構造体の嵌込み部に収納された緩衝材を変
形させて、その嵌込み部に嵌込まれた滑り部材の傾きを
吸収する。同時に、滑り部材と嵌込み部との対向周面に
嵌着したシール部材により、滑り部材と嵌込み部との隙
間に緩衝材が食い込もうとするのを阻止するので、緩衝
材の厚み及び体積を一定に保つことができる。
According to a first aspect of the present invention, when a vibration (rolling) is transmitted to the lower structure, the upper and lower sliding members constituting the sliding bearing are repeatedly displaced in any direction, thereby the upper structure. To attenuate and reduce the rolling applied to the vehicle. The cushioning member accommodated in the fitting portion of the upper structure or the lower structure is deformed to absorb the inclination of the sliding member fitted in the fitting portion. At the same time, the sealing member fitted to the opposing peripheral surface of the sliding member and the fitting portion prevents the cushioning material from trying to bite into the gap between the sliding member and the fitting portion. The volume can be kept constant.

【0011】請求項2記載の免震支承装置は、上記請求
項1記載の作用と併せて、シール部材と溝部とに形成し
たテーパ面を互いに当接し、その反力により、嵌込み部
の内周面に対してシール部材を積極的に圧接するので、
滑り部材と嵌込み部との隙間がシール部材によりシール
され、その隙間に対して緩衝材が食い込もうとするのを
確実に阻止することができる。
According to the second aspect of the present invention, in addition to the operation of the first aspect, the tapered surfaces formed in the seal member and the groove abut against each other, and the reaction force thereof causes the inside of the fitting portion to be formed. Since the seal member is pressed positively against the peripheral surface,
The gap between the sliding member and the fitting portion is sealed by the seal member, and it is possible to reliably prevent the cushioning material from going into the gap.

【0012】[0012]

【発明の効果】この発明によれば、滑り部材と嵌込み部
との対向周面に嵌着したシール部材により、その対向周
面間に形成された隙間に緩衝材が食い込もうとするのを
確実に阻止するので、緩衝材の厚み及び体積が変化せ
ず、一定に保つことができる。変形を解除すると、緩衝
材が元の状態に復元するため、従来例のように上部構造
体が沈んだり、傾いたりするのを確実に防止することが
でき、上部構造体を安定的に支承することができる。
According to the present invention, the cushioning material attempts to bite into the gap formed between the opposing peripheral surfaces of the sliding member and the fitting portion by the sealing member fitted to the opposing peripheral surfaces. Therefore, the thickness and volume of the cushioning material do not change and can be kept constant. When the deformation is released, the cushioning material is restored to the original state, so that it is possible to reliably prevent the upper structure from sinking or tilting as in the conventional example, and to stably support the upper structure. be able to.

【0013】しかも、滑り支承に何らかの不都合が生じ
たり、その支承機能が低下したりして、滑り部材及び緩
衝材の何れか一方又は両方を交換する必要がある場合、
上部構造体をジャッキアップすることにより、構造体の
嵌込み部から滑り部材及び緩衝材を取り出して、滑り部
材及び緩衝材の何れか一方又は両方を新品に交換した
り、摺動性及び緩衝性に優れた部材とに交換することが
でき、その作業が簡単且つ容易に行え、作業性が向上す
る。
[0013] In addition, if any trouble occurs in the sliding bearing or the bearing function is deteriorated, and it is necessary to replace one or both of the sliding member and the cushioning material,
By jacking up the upper structure, the sliding member and the cushioning material are taken out from the fitting portion of the structure, and either or both of the sliding member and the cushioning material are replaced with new ones, and the sliding and cushioning properties are improved. The member can be replaced with a member excellent in quality, and the operation can be performed easily and easily, and the workability is improved.

【0014】さらに、滑り支承に付与される荷重が大き
いほど、シール部材及び溝部に形成したテーパ面が互い
に強く当接され、その当接時に生じる反力により、嵌込
み部の内周面に対してシール部材が積極的に圧接される
ので、滑り部材と嵌込み部との隙間をシールすることが
でき、その隙間に対して緩衝材が食い込もうとするのを
確実に阻止することができ、緩衝機能が安定して得られ
る。
Further, as the load applied to the sliding bearing is larger, the tapered surfaces formed in the seal member and the groove are brought into stronger contact with each other. Since the sealing member is positively pressed against the sliding member, the gap between the sliding member and the fitting portion can be sealed, and the cushioning material can be reliably prevented from entering the gap. , And a buffer function can be stably obtained.

【0015】[0015]

【実施例】この発明の一実施例を以下図面に基づいて詳
述する。図面は滑り支承と積層ゴム支承とを組み合わせ
て配設した免震支承装置を示し、図1及び図2に於い
て、この免震支承装置1は、上部構造体Aと下部構造体
Bとの間に配設され、上部側に配設した滑り支承2と、
その下部側に配設した積層ゴム支承12との相乗作用に
より免震する構造である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to the drawings. The drawings show a seismic isolation bearing device provided by combining a sliding bearing and a laminated rubber bearing. In FIGS. 1 and 2, the seismic isolation bearing device 1 includes an upper structure A and a lower structure B. A sliding bearing 2 disposed between the sliding bearings and disposed on the upper side,
This is a structure that is seismically isolated by a synergistic action with the laminated rubber bearing 12 disposed on the lower side.

【0016】滑り支承2は、金属(例えばステンレス)
で形成した滑り部材3(例えば厚み=約4mmの金属板)
と、合成樹脂(例えばポリテトラフルオロエチレン)で
形成した滑り部材4(例えば厚み=約1.2mmの合成樹
脂板)とで構成され、その滑り部材3,4を、上部固定
板5と下部固定板6との対向面側に配設している。
The sliding bearing 2 is made of metal (for example, stainless steel)
Sliding member 3 formed of (for example, a metal plate having a thickness of about 4 mm)
And a sliding member 4 (for example, a synthetic resin plate having a thickness of about 1.2 mm) formed of a synthetic resin (for example, polytetrafluoroethylene). The sliding members 3 and 4 are fixed to an upper fixing plate 5 and a lower fixing member. It is arranged on the side facing the plate 6.

【0017】滑り部材3は、固定板5の下面側に固定さ
れ、固定板5は、その部材の上面側に突設した捩込みス
タッド5a…を介して、上部構造体Aの下面側に対して
固定している。
The sliding member 3 is fixed to the lower surface of the fixed plate 5, and the fixed plate 5 is connected to the lower surface of the upper structure A via screw studs 5a projecting from the upper surface of the member. Fixed.

【0018】その滑り部材3の他には、例えば、スチー
ル、チタン又はその他の滑り部材4の低摩擦係数を維持
できる金属、或いは、鋼材に、硬質クロムメッキ処理、
モリブデン処理等を施した金属製の板を用いてもよい。
In addition to the sliding member 3, for example, a hard chrome plating treatment is performed on steel, titanium, or another metal or steel material capable of maintaining a low friction coefficient of the sliding member 4.
A metal plate subjected to molybdenum treatment or the like may be used.

【0019】固定板5の下面側周縁部には、固定板6に
固定した滑り部材3又は固定板6の外周縁部に対して当
接される規制部5bを連続して形成又は部分的に形成し
て、予め設定した変位量に上部構造体Aを規制する。
On the lower peripheral edge of the fixed plate 5, a regulating member 5b is formed continuously or partially in contact with the sliding member 3 fixed to the fixed plate 6 or the outer peripheral edge of the fixed plate 6. Once formed, the upper structure A is regulated to a preset displacement amount.

【0020】滑り部材4は、合成樹脂製の滑り材を可動
板7の上面側に固定して構成され、可動板7は、固定板
6の上面側中央部に形成した凹状嵌込み部8に対して上
下動可能に嵌込み収納している。
The sliding member 4 is formed by fixing a sliding material made of synthetic resin on the upper surface side of the movable plate 7, and the movable plate 7 is fitted into a concave fitting portion 8 formed at the center of the upper surface of the fixed plate 6. On the other hand, it is fitted and stored so that it can move up and down.

【0021】可動板7の下部と、凹状嵌込み部8の底部
との間には、合成ゴム(例えばクロロブレンゴム)で形
成した緩衝材9(例えば厚み=約4mmの合成ゴム板)を
敷設している。
A cushioning material 9 (for example, a synthetic rubber plate having a thickness of about 4 mm) made of synthetic rubber (for example, chlorobrene rubber) is laid between the lower portion of the movable plate 7 and the bottom of the concave fitting portion 8. doing.

【0022】その滑り部材4の他には、例えば、ポリス
チレン、ポリアセタール又はその他の低摩擦系数を有す
る合成樹脂或いは他の材料を用いてもよい。緩衝材9の
他には、例えば、アクリロニトリルゴム、ブタジエンゴ
ム等の合成ゴム又はその他の緩衝性に優れた部材を用い
てもよい。
In addition to the sliding member 4, for example, polystyrene, polyacetal or other synthetic resin having a low friction coefficient or other material may be used. In addition to the cushioning material 9, for example, a synthetic rubber such as acrylonitrile rubber, butadiene rubber, or another member having excellent cushioning properties may be used.

【0023】凹状嵌込み部8は、可動板7及び緩衝材9
の外周縁部と略合致する大きさ及び形状であって、可動
板7の上下動が許容される大きさに形成している。且
つ、緩衝材9を圧縮変形したとき、滑り部材4が固定板
6の上面側よりも上方に突出され、可動板7の上端側外
周面が若干上方に突出される深さに形成している。
The concave fitting portion 8 includes a movable plate 7 and a cushioning material 9.
The movable plate 7 is formed in a size and shape substantially matching the outer peripheral edge of the movable plate 7 and allowing the vertical movement of the movable plate 7. Further, when the cushioning material 9 is compressed and deformed, the sliding member 4 is formed so as to protrude above the upper surface side of the fixed plate 6 and the outer peripheral surface on the upper end side of the movable plate 7 is formed to have a depth slightly protruding upward. .

【0024】可動板7の下端側外周面に形成した溝部1
0には、合成樹脂(例えばポリテトラフルオロエチレ
ン)で形成したシールリング11を嵌着している。
The groove 1 formed on the outer peripheral surface on the lower end side of the movable plate 7
At 0, a seal ring 11 formed of a synthetic resin (for example, polytetrafluoroethylene) is fitted.

【0025】そのシールリング11の他には、例えば、
ポリエチレン、ポリプロピレン、ナイロン等の合成樹脂
又はその他の摺動性に優れたリングを用いてもよい。
In addition to the seal ring 11, for example,
A synthetic resin such as polyethylene, polypropylene, and nylon, or another ring having excellent slidability may be used.

【0026】シールリング11の内周縁部は、可動板7
に形成した溝部10に対して合致される大きさ及び形状
に形成され、その外周縁部は、凹状嵌込み部8の内周面
に対して圧接される大きさ及び形状に形成している。
The inner peripheral edge of the seal ring 11 is
The outer peripheral edge is formed in a size and a shape to be pressed against the inner peripheral surface of the concave fitting portion 8.

【0027】溝部10の内周縁部に形成したテーパ面1
0aと、シールリング11の内周縁部に形成したテーパ
面11aとを、上部構造体Aの荷重が可動板7に対して
付与されるほど、シールリング11が径方向に対して拡
張(凹状嵌込み部8の内周面に対して圧接される方向)
される方向及び角度に傾斜している。
Tapered surface 1 formed on inner peripheral edge of groove 10
0a and the tapered surface 11a formed on the inner peripheral edge of the seal ring 11 expand the seal ring 11 in the radial direction as the load of the upper structure A is applied to the movable plate 7 (concave fitting). Direction in which it is pressed against the inner peripheral surface of the notch 8)
Direction and angle.

【0028】なお、滑り部材3,4及び緩衝材9を、地
震発生時に付与される応力(荷重)に応じて任意の厚み
及び材質に変更してもよい。積層ゴム支承12は、柔軟
性を有するゴム材13の内部に、適宜枚数の金属板14
(例えば鋼板又はその他の金属で形成した板)を層状に
配設して積層ゴム15を形成している。
Incidentally, the sliding members 3, 4 and the cushioning material 9 may be changed to any thickness and material according to the stress (load) applied when an earthquake occurs. The laminated rubber bearing 12 is provided with a suitable number of metal plates 14 inside a flexible rubber material 13.
(For example, a steel plate or a plate formed of another metal) is arranged in layers to form the laminated rubber 15.

【0029】積層ゴム15の上端部に固定した取付け板
16は、滑り支承2下部に配設した固定板6の下面側に
固定され、下端部に固定した取付け板16は、設置板1
7を介して、下部構造体Bの上面側に固定している。
The mounting plate 16 fixed to the upper end of the laminated rubber 15 is fixed to the lower surface side of the fixing plate 6 disposed below the sliding bearing 2, and the mounting plate 16 fixed to the lower end is the mounting plate 1.
The lower structure B is fixed to the upper surface side of the lower structure B via a line 7.

【0030】なお、積層ゴム支承12を、滑り支承2の
上部側に配設するもよく、上述と同等の作用効果が得ら
れる。
Incidentally, the laminated rubber bearing 12 may be arranged on the upper side of the sliding bearing 2, and the same operation and effect as described above can be obtained.

【0031】図示実施例は上記の如く構成するものにし
て、以下、免震支承装置1による免震動作を説明する。
先ず、図1に示すように、地震発生時に於いて、下部構
造体Bに対して地震による横揺れが伝えられたとき、滑
り支承2を構成する滑り部材3,4は、その滑動が許容
されるまで一体的に移動するが、積層ゴム支承12を構
成する積層ゴム15を任意方向に繰り返し変形させて、
水平方向の応力(横揺れ)を減衰するので、上部構造体
Aに付与される横揺れが軽減される。
The illustrated embodiment is configured as described above, and the seismic isolation operation of the seismic isolation bearing device 1 will be described below.
First, as shown in FIG. 1, when a quake is transmitted to the lower structure B at the time of an earthquake, the sliding members 3 and 4 constituting the sliding bearing 2 are allowed to slide. Move integrally, until the laminated rubber 15 constituting the laminated rubber bearing 12 is repeatedly deformed in an arbitrary direction,
Since the horizontal stress (rolling) is attenuated, the rolling applied to the upper structure A is reduced.

【0032】続いて、滑り支承2を構成する滑り部材
3,4の滑動が許容されたとき、滑り部材3,4を任意
方向に繰り返し変位させて、水平方向の応力(横揺れ)
を減衰するので、上下に配設した滑り支承2及び積層ゴ
ム支承12の相乗作用により、上部構造体Aに付与され
る横揺れが大幅に軽減される。
Subsequently, when the sliding members 3 and 4 constituting the sliding bearing 2 are allowed to slide, the sliding members 3 and 4 are repeatedly displaced in an arbitrary direction so that horizontal stress (rolling) occurs.
Owing to the synergistic action of the sliding bearings 2 and the laminated rubber bearings 12 arranged vertically, the rolling applied to the upper structure A is greatly reduced.

【0033】この時、図2に示すように、緩衝材9を圧
縮変形させて、滑り部材4を固定した可動板7の傾きを
吸収し、滑り部材3,4の対接状態を維持する。滑り支
承2には、上部構造体Aの垂下荷重が常時付与されてお
り、可動板7が傾いたとき緩衝材9の外周縁部が若干変
形し、可動板7と凹状嵌込み部8との対向周面間に形成
される隙間aに食い込もうとするが、可動板7の溝部1
0に嵌着したシールリング11により緩衝材9の食い込
みが阻止され、その厚み及び体積が一定に保たれる。
At this time, as shown in FIG. 2, the cushioning material 9 is compressed and deformed to absorb the inclination of the movable plate 7 to which the sliding member 4 is fixed, so that the sliding members 3 and 4 are kept in contact with each other. The hanging load of the upper structure A is always applied to the sliding bearing 2, and when the movable plate 7 is inclined, the outer peripheral edge of the cushioning material 9 is slightly deformed, and the movable plate 7 and the concave fitting portion 8 The groove 1 of the movable plate 7 tries to cut into the gap a formed between the opposing peripheral surfaces.
The bite of the cushioning material 9 is prevented by the seal ring 11 fitted to the zero, and its thickness and volume are kept constant.

【0034】且つ、滑り支承2に付与される垂直荷重が
大きいほど、溝部10に形成したテーパ面10aと、シ
ールリング11に形成したテーパ面11aとが互いに強
く当接され、その当接時に生じる反力により、シールリ
ング11が弾性に抗して径方向に拡張され、凹状嵌込み
部8の内周面に対してシールリング11が積極的に圧接
される。
As the vertical load applied to the slide bearing 2 increases, the tapered surface 10a formed in the groove 10 and the tapered surface 11a formed in the seal ring 11 come into contact with each other more strongly. Due to the reaction force, the seal ring 11 is radially expanded against the elasticity, and the seal ring 11 is positively pressed against the inner peripheral surface of the concave fitting portion 8.

【0035】可動板7と凹状嵌込み部8との隙間aがシ
ールリング11によりシールされるので、その隙間aに
対して緩衝材9の外周縁部が食い込もうとするのを確実
に阻止することができる。
Since the gap a between the movable plate 7 and the concave fitting portion 8 is sealed by the seal ring 11, it is possible to reliably prevent the outer peripheral edge of the cushioning material 9 from going into the gap a. can do.

【0036】地震発生後に於いて、滑り支承2に何らか
の不都合が生じたり、その支承機能が低下したりして、
滑り部材4及び緩衝材9の一方又は両方を交換する必要
がある場合、上部構造体Aをジャッキアップすることに
より、固定板6の凹状嵌込み部8から滑り部材4及び緩
衝材9を取り出して、新しい滑り部材4及び緩衝材9を
交換することができる。
After the occurrence of the earthquake, the sliding bearing 2 has some inconvenience or its bearing function is deteriorated.
When it is necessary to replace one or both of the sliding member 4 and the cushioning material 9, the upper structure A is jacked up to take out the sliding member 4 and the cushioning material 9 from the concave fitting portion 8 of the fixing plate 6. The new sliding member 4 and the cushioning material 9 can be replaced.

【0037】以上のように、可動板7の溝部10に嵌着
したシールリング11により、可動板7と凹状嵌込み部
8との隙間aに緩衝材9が食い込もうとするのを確実に
阻止するので、緩衝材9の厚み及び体積が変化せず、一
定に保つことができる。変形を解除すると、緩衝材9が
元の状態に復元するため、従来例のように上部構造体A
が沈んだり、傾いたりするのを確実に防止することがで
き、上部構造体Aを安定的に支承することができる。
As described above, the seal ring 11 fitted in the groove 10 of the movable plate 7 ensures that the cushioning material 9 tries to bite into the gap a between the movable plate 7 and the concave fitting portion 8. Since this is prevented, the thickness and volume of the cushioning material 9 do not change and can be kept constant. When the deformation is released, the cushioning material 9 is restored to the original state.
Can reliably be prevented from sinking or tilting, and the upper structure A can be stably supported.

【0038】しかも、滑り支承2に何らかの不都合が生
じたり、その支承機能が低下したりして、滑り部材4及
び緩衝材9の何れか一方又は両方を交換する必要がある
場合、上部構造体Aをジャッキアップすることにより、
固定板6に形成した凹状嵌込み部8から滑り部材4及び
緩衝材9を取り出して、滑り部材4及び緩衝材9の何れ
か一方又は両方を新品に交換したり、摺動性及び緩衝性
に優れた部材とに交換することができ、その作業が簡単
且つ容易に行え、作業性が向上する。
In addition, when any trouble or trouble occurs in the sliding bearing 2 and the bearing function is deteriorated, and it is necessary to replace one or both of the sliding member 4 and the cushioning material 9, the upper structure A By jacking up
The sliding member 4 and the cushioning material 9 are taken out from the concave fitting portion 8 formed in the fixing plate 6, and one or both of the sliding member 4 and the cushioning material 9 are replaced with new ones, and the sliding property and the cushioning property are improved. It can be replaced with a superior member, the operation can be performed easily and easily, and the workability is improved.

【0039】さらに、滑り支承2に付与される垂直荷重
が大きいほど、溝部10に形成したテーパ面10aと、
シールリング11に形成したテーパ面11aとが互いに
強く当接され、その当接時に生じる反力により、凹状嵌
込み部8の内周面に対してシールリング11が積極的に
圧接されるので、可動板7と凹状嵌込み部8との隙間a
をシールすることができ、その隙間aに対して緩衝材9
が食い込もうとするのを確実に阻止することができ、緩
衝機能が安定して得られる。
Further, as the vertical load applied to the slide bearing 2 increases, the tapered surface 10a formed in the groove 10
Since the tapered surface 11a formed on the seal ring 11 is strongly contacted with each other, and the seal ring 11 is positively pressed against the inner peripheral surface of the concave fitting portion 8 by a reaction force generated at the time of the contact, Clearance a between movable plate 7 and concave fitting portion 8
Can be sealed.
Can be reliably prevented from trying to bite, and the buffer function can be stably obtained.

【0040】図3は、上部構造体A下部構造体Bとの間
に滑り支承2のみを配設した免震支承装置1の他の例を
示し、装置を構成する固定板5を上部構造体Aの下面側
に固定し、固定板6を、設置板17を介して下部構造体
Bの上面側に固定している。地震発生時に於いて、下部
構造体Bに対して地震による横揺れが伝えられたとき、
滑り支承2を構成する滑り部材3,4を任意方向に繰り
返し変位させて、上部構造体Aに付与される横揺れを減
衰及び軽減するので、上述した実施例の滑り支承2と同
等の免震効果が得られる。
FIG. 3 shows another example of the seismic isolation bearing device 1 in which only the slide bearing 2 is disposed between the upper structure A and the lower structure B. A fixing plate 5 constituting the device is connected to the upper structure. A is fixed to the lower surface side of A, and the fixing plate 6 is fixed to the upper surface side of the lower structure B via the installation plate 17. At the time of the earthquake, when a roll due to the earthquake is transmitted to substructure B,
Since the sliding members 3 and 4 constituting the sliding bearing 2 are repeatedly displaced in any direction to attenuate and reduce the rolling applied to the upper structure A, the seismic isolation is equivalent to that of the sliding bearing 2 of the above-described embodiment. The effect is obtained.

【0041】且つ、可動板7の溝部10に嵌着したシー
ルリング11により緩衝材9の食い込みが確実に阻止さ
れ、厚み及び体積が一定に保持されるため、上述した実
施例と同等の緩衝効果及び作用効果を奏することができ
る。
In addition, the sealing material 11 fitted in the groove 10 of the movable plate 7 reliably prevents the buffer material 9 from biting, and the thickness and the volume are kept constant. And an effect can be obtained.

【0042】図4は、溝部10に嵌着したシールリング
11の内周縁部を垂直(例えばストレート)に形成した
他の例を示し、上述したテーパ付きリングに比べて径方
向に対する圧接力が弱くなるが、緩衝材9の外周縁部が
シールリング11により規制されるため、緩衝材9の厚
み及び体積が変化したり、可動板7と凹状嵌込み部8と
の隙間aに対して、緩衝材9の外周縁部が食い込もうと
するのを確実に阻止することができ、上述した実施例と
略同等の作用効果を奏することができる。
FIG. 4 shows another example in which the inner peripheral edge of the seal ring 11 fitted in the groove 10 is formed vertically (for example, straight), and the pressure contact force in the radial direction is weaker than that of the above-described tapered ring. However, since the outer peripheral edge of the cushioning material 9 is regulated by the seal ring 11, the thickness and volume of the cushioning material 9 change, and the gap a between the movable plate 7 and the concave fitting portion 8 is reduced. It is possible to reliably prevent the outer peripheral edge of the material 9 from biting, and it is possible to achieve substantially the same operation and effect as those of the above-described embodiment.

【0043】図5は、緩衝材9の外周縁部に形成した溝
部18にシールリング11を嵌着した他の例を示し、シ
ールリング11により可動板7と凹状嵌込み部8との隙
間aに対して緩衝材9の外周縁部が食い込もうとするの
を確実に阻止することができ、その緩衝材9の厚み及び
体積が一定に保たれる。
FIG. 5 shows another example in which a seal ring 11 is fitted into a groove 18 formed on the outer peripheral edge of the cushioning material 9. The gap a between the movable plate 7 and the concave fitting portion 8 is formed by the seal ring 11. Therefore, it is possible to reliably prevent the outer peripheral edge of the cushioning material 9 from biting, and the thickness and volume of the cushioning material 9 are kept constant.

【0044】且つ、溝部18に形成したテーパ面18a
と、シールリング11に形成したテーパ面11aとが互
いに当接され、その反力により、凹状嵌込み部8の内周
面に対してシールリング11の外周面が積極的に圧接さ
れるので、上述した実施例と同等の作用効果を奏するこ
とができる。
The tapered surface 18a formed in the groove 18
And the tapered surface 11a formed on the seal ring 11 are in contact with each other, and the outer peripheral surface of the seal ring 11 is positively pressed against the inner peripheral surface of the concave fitting portion 8 by the reaction force. The same operational effects as those of the above-described embodiment can be obtained.

【0045】また、図6に示すように、溝部18に嵌着
したシールリング11の内周縁部を垂直(例えばストレ
ート)に形成してもよく、上述したテーパ付きリングよ
りも径方向に対する圧接力が弱くなるが、緩衝材9の厚
み及び体積が変化するのを確実に防止することができ
る。
As shown in FIG. 6, the inner peripheral edge of the seal ring 11 fitted in the groove 18 may be formed vertically (for example, straight), so that the pressure contact force in the radial direction is greater than that of the above-described tapered ring. However, the thickness and volume of the cushioning material 9 can be reliably prevented from changing.

【0046】この発明の構成と、上述の実施例との対応
において、この発明の嵌込み部は、実施例の凹状嵌込み
部8に対応し、以下同様に、シール部材は、シールリン
グ11に対応するも、この発明は、上述の実施例の構成
のみに限定されるものではない。
In correspondence between the configuration of the present invention and the above-described embodiment, the fitting portion of the present invention corresponds to the concave fitting portion 8 of the embodiment, and similarly, the sealing member is attached to the seal ring 11 in the same manner. Correspondingly, the present invention is not limited only to the configuration of the above-described embodiment.

【0047】上述した滑り支承2を構成する滑り部材4
を固定板5の下面側に固定し、滑り部材3を可動板7の
上面側に固定するもよく、上述した実施例と同等の作用
効果が得られる。
The sliding member 4 constituting the above-described sliding bearing 2
May be fixed to the lower surface side of the fixed plate 5 and the sliding member 3 may be fixed to the upper surface side of the movable plate 7, and the same operation and effect as those of the above-described embodiment can be obtained.

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

【図1】 免震支承装置の設置状態を示す側面図。FIG. 1 is a side view showing an installed state of a seismic isolation bearing device.

【図2】 シールリングの嵌着部分を示す拡大側面図。FIG. 2 is an enlarged side view showing a fitting portion of a seal ring.

【図3】 免震支承装置の他の設置状態を示す側面図。FIG. 3 is a side view showing another installation state of the seismic isolation bearing device.

【図4】 ストレート型に形成したシールリングの他の
例を示す拡大側面図。
FIG. 4 is an enlarged side view showing another example of a seal ring formed in a straight type.

【図5】 緩衝材にシールリングを嵌着した他の例を示
す拡大側面図。
FIG. 5 is an enlarged side view showing another example in which a seal ring is fitted to a cushioning material.

【図6】 シールリングのその他の例を示す拡大側面
図。
FIG. 6 is an enlarged side view showing another example of the seal ring.

【図7】 従来例の免震支承装置の設置状態を示す側面
図。
FIG. 7 is a side view showing an installation state of a conventional seismic isolation bearing device.

【図8】 緩衝材の変形状態を示す拡大側面図。FIG. 8 is an enlarged side view showing a deformed state of the cushioning material.

【符号の説明】[Explanation of symbols]

A…上部構造体 B…下部構造体 a…隙間 1…免震支承装置 2…滑り支承 3,4…滑り部材 5…固定板 6…固定板 7…可動板 8…凹状嵌込み部 9…緩衝材 10,18…溝部 11…シールリング 10a,11a,18a…テーパ面 12…積層ゴム支承 A: Upper structure B: Lower structure a: Clearance 1: Seismic isolation bearing device 2: Sliding bearing 3, 4, Sliding member 5: Fixed plate 6, Fixed plate 7, Movable plate 8, Depressed fitting part 9, Buffer Material 10, 18 Groove 11 Seal ring 10a, 11a, 18a Tapered surface 12 Laminated rubber bearing

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】上部構造体と下部構造体との間に、上下に
滑り部材を対接してなる滑り支承を介在した免震支承装
置であって、上記一方の滑り部材を、上記上部構造体又
は下部構造体に形成した凹状の嵌込み部に嵌込むと共
に、上記滑り部材と嵌込み部との対向周面に、該滑り部
材下部に収納された緩衝材の外周縁部と対向してシール
部材を嵌着した免震支承装置。
1. A seismic isolation bearing device having a sliding bearing having an upper and lower sliding member opposed to each other between an upper structure and a lower structure, wherein the one sliding member is connected to the upper structure. Alternatively, the seal member is fitted into a concave fitting portion formed in the lower structure, and a seal is provided on the peripheral surface of the sliding member facing the fitting portion so as to face the outer peripheral edge of the cushioning material accommodated in the lower portion of the sliding member. Seismic isolation bearing device fitted with members.
【請求項2】上記滑り部材の嵌込み側外周面に形成した
溝部に上記シール部材を嵌着すると共に、上記溝部とシ
ール部材との対向周面に、該シール部材が径方向に対し
て拡張される方向に向けて傾斜するテーパ面を形成した
請求項1記載の免震支承装置。
2. The seal member is fitted into a groove formed on the outer peripheral surface of the sliding member on the fitting side, and the seal member is radially expanded on a peripheral surface facing the groove and the seal member. The seismic isolation bearing device according to claim 1, wherein a tapered surface that is inclined in a direction to be formed is formed.
JP14379298A 1998-05-26 1998-05-26 Base isolation bearing device Pending JPH11336202A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14379298A JPH11336202A (en) 1998-05-26 1998-05-26 Base isolation bearing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14379298A JPH11336202A (en) 1998-05-26 1998-05-26 Base isolation bearing device

Publications (1)

Publication Number Publication Date
JPH11336202A true JPH11336202A (en) 1999-12-07

Family

ID=15347104

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14379298A Pending JPH11336202A (en) 1998-05-26 1998-05-26 Base isolation bearing device

Country Status (1)

Country Link
JP (1) JPH11336202A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001329716A (en) * 2000-05-23 2001-11-30 Takenaka Komuten Co Ltd Method and structure of base isolation of multistory building
JP2002364704A (en) * 2001-06-08 2002-12-18 Safety Techno:Kk Sliding bearing type base isolation device
JP2003064622A (en) * 2001-08-22 2003-03-05 Oiles Ind Co Ltd Composite elastic support comprising upper and lower supports and laminated rubber support material of the same, and manufacturing method of laminated rubber support
JP2015025543A (en) * 2013-07-29 2015-02-05 鹿島建設株式会社 Base isolation slide bearing
CN109538686A (en) * 2018-11-29 2019-03-29 西南交通大学 The three-dimensional vibration absorber and design method of totally enclosed type sound barrier on a kind of high metal bridge
KR20200128143A (en) * 2018-08-09 2020-11-11 오이레스 고교 가부시끼가이샤 Sliding bearing

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001329716A (en) * 2000-05-23 2001-11-30 Takenaka Komuten Co Ltd Method and structure of base isolation of multistory building
JP4621332B2 (en) * 2000-05-23 2011-01-26 株式会社竹中工務店 Seismic isolation method and seismic isolation structure for high-rise buildings or low-rise buildings with large aspect ratios
JP2002364704A (en) * 2001-06-08 2002-12-18 Safety Techno:Kk Sliding bearing type base isolation device
JP2003064622A (en) * 2001-08-22 2003-03-05 Oiles Ind Co Ltd Composite elastic support comprising upper and lower supports and laminated rubber support material of the same, and manufacturing method of laminated rubber support
JP2015025543A (en) * 2013-07-29 2015-02-05 鹿島建設株式会社 Base isolation slide bearing
KR20200128143A (en) * 2018-08-09 2020-11-11 오이레스 고교 가부시끼가이샤 Sliding bearing
CN109538686A (en) * 2018-11-29 2019-03-29 西南交通大学 The three-dimensional vibration absorber and design method of totally enclosed type sound barrier on a kind of high metal bridge

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