JPH10110554A - Base isolation device of building or the like - Google Patents

Base isolation device of building or the like

Info

Publication number
JPH10110554A
JPH10110554A JP26616296A JP26616296A JPH10110554A JP H10110554 A JPH10110554 A JP H10110554A JP 26616296 A JP26616296 A JP 26616296A JP 26616296 A JP26616296 A JP 26616296A JP H10110554 A JPH10110554 A JP H10110554A
Authority
JP
Japan
Prior art keywords
support plate
building
lower support
seismic isolation
isolation device
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.)
Withdrawn
Application number
JP26616296A
Other languages
Japanese (ja)
Inventor
Makoto Akatsu
真 赤津
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 Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP26616296A priority Critical patent/JPH10110554A/en
Publication of JPH10110554A publication Critical patent/JPH10110554A/en
Withdrawn legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce the shear force to be applied to a building or the like, and to improve the service life of the coating material. SOLUTION: A base isolation device 1 supports the vibration in the transverse direction generated based on an earthquake in a base isolation manner while the load of a building, etc., is supported between a lower part on the building, etc., and a foundation part 4 to support the load of the building, etc. The base isolation device is provided with a lower support plate 12 arranged on the foundation part 4 in the horizontal direction, and an upper support plate 11 arranged on an upper surface of the lower support plate 12 opposite to the lower support plate 12, a plurality of recessed parts 14 are provided at least on one of a lower surface of the upper support plate 11 and an upper surface of the lower support plate 12 which are opposite to each other, and the coating material 13 with small sliding resistance is applied to reduce the sliding resistance between the upper support plate 11 and the lower support plate 12.

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、建築物、構造物、
機械装置等を免震支持する建築物等の免震装置に関する
ものである。
TECHNICAL FIELD The present invention relates to a building, a structure,
The present invention relates to a seismic isolation device for a building or the like that supports a mechanical device or the like.

【0002】[0002]

【従来の技術】従来の建築物、構造物、機械装置等(以
下、建築物と称する)を免震支持する免震装置を図4に
より説明すると、01が免震装置で、同免震装置01
は、基礎地盤010に立設された基礎部04と建築物0
6の床部材05との間に介装されている。
2. Description of the Related Art A conventional seismic isolation device for supporting a building, a structure, a mechanical device, etc. (hereinafter referred to as a building) will be described with reference to FIG. 01
Is the foundation part 04 standing on the foundation ground 010 and the building 0
6 and the floor member 05.

【0003】図5は、上記免震装置01の詳細を示して
いる。この免震装置01は、複数枚の鉄板02と、同各
鉄板02を挟んでその上下に配設された複数枚の弾性体
(ゴム)03とよりなり、鉄板02及び弾性体03の数
及びサイズは、建築物の設計条件に従って任意に選択さ
れている。そして建築物06の荷重が免震装置01によ
り支持され、また基礎地盤010から伝わってくる地震
等の横振動が免震装置01の各弾性体03の横方向への
弾性変形により吸収されて、建築物06が免震支持され
るようになっている。
FIG. 5 shows the seismic isolation device 01 in detail. The seismic isolation device 01 includes a plurality of iron plates 02 and a plurality of elastic bodies (rubbers) 03 disposed above and below the respective iron plates 02. The size is arbitrarily selected according to the design conditions of the building. Then, the load of the building 06 is supported by the seismic isolation device 01, and lateral vibration such as an earthquake transmitted from the foundation ground 010 is absorbed by the elastic deformation of each elastic body 03 of the seismic isolation device 01 in the lateral direction, Building 06 is supported by seismic isolation.

【0004】なお上記免震装置01は、複数枚の鉄板0
2と複数枚の弾性体(ゴム)03とを組み合わせて構成
している。このように構成したのは、各弾性体03の中
間に鉄板02を挟み込むことにより、各弾性体03の変
形量を分散して、弾性体03を大きく変形させないため
である。
[0004] The seismic isolation device 01 includes a plurality of iron plates 0.
2 and a plurality of elastic bodies (rubbers) 03. The reason for this configuration is that, by sandwiching the iron plate 02 in the middle of each elastic body 03, the amount of deformation of each elastic body 03 is dispersed and the elastic body 03 is not largely deformed.

【0005】[0005]

【発明が解決しようとする課題】従来の免震装置01は
上記のように地震等により建築物06が横振動すると、
各弾性体03が横方向に弾性変形して、建築物06の横
荷重を吸収するが、このとき、建築物06には横荷重に
より大きな剪断力が働くという問題があった。本発明は
前記の問題点に鑑み提案するものであり、その目的とす
る処は、建築物等に作用する剪断力を低減でき、コ
ーティング材の寿命を長くできる建築物等の免震装置を
提供しようとする点にある。
As described above, the conventional seismic isolation device 01 is such that when the building 06 laterally vibrates due to an earthquake or the like,
Each elastic body 03 is elastically deformed in the lateral direction to absorb the lateral load of the building 06, but at this time, there is a problem that a large shear force acts on the building 06 due to the lateral load. The present invention has been made in view of the above problems, and an object thereof is to provide a seismic isolation device for a building or the like that can reduce the shearing force acting on the building or the like and prolong the life of the coating material. The point is to try.

【0006】[0006]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明は、建築物等の下部と建築物等の荷重を支
持する基礎部との間で建築物等の荷重を支持しながら地
震等に基づいて発生した横方向の振動を免震支持する免
震装置であって、前記基礎部上に水平方向に配設した下
部支持板と、同下部支持板の上面に同下部支持板に対向
して配置した上部支持板とを具え、互いに対向する上部
支持板の下面と下部支持板の上面との少なくとも一方に
複数個の凹部を設けるとともに摺動抵抗の小さいコーテ
ィング材を塗布して、上部支持板と下部支持板との摺動
抵抗を小さくしている(請求項1)。
In order to achieve the above object, the present invention provides a method for supporting a load of a building or the like between a lower part of the building or the like and a foundation supporting the load of the building or the like. A seismic isolation device that supports a horizontal vibration generated based on an earthquake or the like while supporting a lower support plate horizontally disposed on the base portion and a lower support plate on an upper surface of the lower support plate. An upper support plate disposed opposite to the plate, a plurality of recesses are provided on at least one of the lower surface of the upper support plate and the upper surface of the lower support plate facing each other, and a coating material having a small sliding resistance is applied. Thus, the sliding resistance between the upper support plate and the lower support plate is reduced (claim 1).

【0007】また本発明は、建築物等の下部と建築物等
の荷重を支持する基礎部との間で建築物等の荷重を支持
しながら地震等に基づいて発生した横方向の振動を免震
支持する免震装置であって、前記基礎部上に水平方向に
配設し且つ上面の複数個所に凹部を形成するとともに上
面に摺動抵抗の小さいコーティング材を塗布した下部支
持板と、同下部支持板の上面に対向して配置した上部支
持板と、下部支持板と上部支持板との間の隙間に油膜を
形成する潤滑油供給手段と、地震等の震動を検知する地
震センサーと、同地震センサーからの検知信号に基づい
て潤滑油供給手段のポンプを作動させる制御装置とを具
え、上記の凹部とコーティング材と油膜とにより上部支
持板と下部支持板との摺動抵抗を小さくしている(請求
項2)。
Further, according to the present invention, while supporting a load of a building or the like between a lower part of the building or the like and a foundation supporting the load of the building or the like, horizontal vibration generated by an earthquake or the like is eliminated. A seismic isolation device for supporting earthquakes, comprising: a lower support plate which is horizontally disposed on the base portion, has concave portions formed at a plurality of positions on an upper surface, and has a coating material having low sliding resistance applied to the upper surface. An upper support plate arranged opposite to the upper surface of the lower support plate, a lubricating oil supply means for forming an oil film in a gap between the lower support plate and the upper support plate, and an earthquake sensor for detecting vibration such as an earthquake, A control device for operating the pump of the lubricating oil supply means based on the detection signal from the seismic sensor, and reducing the sliding resistance between the upper support plate and the lower support plate by the recess, the coating material, and the oil film. (Claim 2).

【0008】前記請求項1、2記載の建築物等の免震装
置において、下部支持板の中間層と上部支持板の中間層
との少なくとも一方に弾性体を介装してもよい(請求項
3)。
In the seismic isolation device for a building or the like according to the first and second aspects, an elastic body may be interposed in at least one of the intermediate layer of the lower support plate and the intermediate layer of the upper support plate. 3).

【0009】[0009]

【発明の実施の形態】BEST MODE FOR CARRYING OUT THE INVENTION

(第1実施例)次に本発明の建築物等の免震装置を図1
(a)〜(d)に示す第1実施例により説明する。図1
(a)の1が免震装置、11が床部材5の下部に水平方
向に配置された上部支持板、12が基礎部4上に水平方
向に配置された下部支持板で、上部支持板11の下面と
下部支持板12の上面とは対向して摺動面を形成してい
る。
(First Embodiment) Next, a seismic isolation device for a building or the like according to the present invention is shown in FIG.
A description will be given with reference to the first embodiment shown in FIGS. FIG.
(A) 1 is a seismic isolation device, 11 is an upper support plate horizontally arranged below the floor member 5, 12 is a lower support plate horizontally arranged on the foundation 4, and the upper support plate 11 And the upper surface of the lower support plate 12 face each other to form a sliding surface.

【0010】13が下部支持板12の上面に塗布した摺
動抵抗の小さいコーティング材で、コーティング材13
には、例えばテフロン樹脂が使用される。14が下部支
持板12の上面の複数個所に設けた凹部である。この凹
部14は、例えば図1(d)に示すように定ピッチPで
設けられている。ピッチPは、凹部14の直径dに対し
て1.2d〜1.5d程度である。凹部14の形状は、
加工方法により円形以外の形状に変えてもよい。
Reference numeral 13 denotes a coating material having a low sliding resistance applied to the upper surface of the lower support plate 12.
For example, Teflon resin is used. Reference numeral 14 denotes a concave portion provided at a plurality of positions on the upper surface of the lower support plate 12. The recesses 14 are provided at a constant pitch P, for example, as shown in FIG. The pitch P is about 1.2 d to 1.5 d with respect to the diameter d of the recess 14. The shape of the recess 14 is
The shape may be changed to a shape other than a circle depending on a processing method.

【0011】図1(b)は、上部支持板11の下面に凹
部14を設け、コーティング材13を上部支持板11の
下面に塗布した例を示している。図1(c)は、上部支
持板11の下面と下部支持板12の上面とに凹部14を
設け、コーティング材13を上部支持板11の下面と下
部支持板12の上面とに塗布した例を示している。
FIG. 1B shows an example in which a concave portion 14 is provided on the lower surface of the upper support plate 11 and a coating material 13 is applied to the lower surface of the upper support plate 11. FIG. 1C shows an example in which a concave portion 14 is provided on the lower surface of the upper support plate 11 and the upper surface of the lower support plate 12, and the coating material 13 is applied to the lower surface of the upper support plate 11 and the upper surface of the lower support plate 12. Is shown.

【0012】上記免震装置1は、建築物(図4の06参
照)の床部材5と基礎部4との間に介装されている。次
に前記図1に示す免震装置1の作用を具体的に説明す
る。免震装置1は、建築物等の下部と建築物等の荷重を
支持する基礎部4との間で建築物等の荷重を支持してい
る。この状態で地震が発生して、横振動が基礎部4から
免震装置1に伝えられたとき、上部支持板11と下部支
持板12とが摺動しながら横移動する。その際、上部支
持板11の下面と下部支持板12の上面との少なくとも
一方に複数個の凹部(非接触部)14が設けられるとと
もに摺動抵抗の小さいコーティング材13が塗布されて
おり、上部支持板11と下部支持板12との摺動抵抗が
小さくなって、建築物に作用する剪断力が低減する。
The seismic isolation device 1 is interposed between a floor member 5 and a foundation 4 of a building (see 06 in FIG. 4). Next, the operation of the seismic isolation device 1 shown in FIG. 1 will be specifically described. The seismic isolation device 1 supports a load of a building or the like between a lower part of the building or the like and a foundation 4 that supports a load of the building or the like. In this state, when an earthquake occurs and lateral vibration is transmitted from the foundation 4 to the seismic isolation device 1, the upper support plate 11 and the lower support plate 12 move laterally while sliding. At this time, at least one of the lower surface of the upper support plate 11 and the upper surface of the lower support plate 12 is provided with a plurality of concave portions (non-contact portions) 14 and coated with a coating material 13 having low sliding resistance. The sliding resistance between the support plate 11 and the lower support plate 12 is reduced, and the shear force acting on the building is reduced.

【0013】また上記摺動時に発生する摩擦熱が各凹部
(非接触部)14から板厚方向に放熱されて、コーティ
ング材13の温度上昇が抑制されるので、コーティング
材13の寿命が長くなる。 (第2実施例)次に本発明の建築物等の免震装置を図2
に示す第2実施例により説明する。なお前記第1実施例
と同一部分には同一符号を付して、重複する部分の説明
は省略する。
Further, the frictional heat generated at the time of the sliding is radiated from each concave portion (non-contact portion) 14 in the plate thickness direction, and the temperature rise of the coating material 13 is suppressed, so that the life of the coating material 13 is prolonged. . Second Embodiment Next, a seismic isolation device for a building or the like according to the present invention is shown in FIG.
This will be described with reference to a second embodiment shown in FIG. The same portions as those in the first embodiment are denoted by the same reference numerals, and the description of the overlapping portions will be omitted.

【0014】この実施例では、上部支持板11と下部支
持板12との間の隙間に油膜を形成する潤滑油供給手段
と、地震等の震動を検知する地震センサーと、同地震セ
ンサーからの検知信号に基づいて潤滑油供給手段のポン
プを作動させる制御装置とが追加されている。16が下
部支持板12の端部から潤滑油を排出する排油孔、17
が下部支持板12の中央部内面へ潤滑油を供給する給油
孔、18が給油孔17に接続した給油配管で、同給油配
管18のうち、下部支持板12の近くには伸縮部が形成
されている。
In this embodiment, a lubricating oil supply means for forming an oil film in a gap between the upper support plate 11 and the lower support plate 12, a seismic sensor for detecting a vibration such as an earthquake, and a detection from the seismic sensor And a control device for operating the pump of the lubricating oil supply means based on the signal. 16 is an oil discharge hole for discharging lubricating oil from the end of the lower support plate 12, 17
Is an oil supply hole for supplying lubricating oil to the inner surface of the central portion of the lower support plate 12, and 18 is an oil supply pipe connected to the oil supply hole 17, of which the expansion / contraction portion is formed near the lower support plate 12. ing.

【0015】19が排油孔16から貯油タンク22の戻
り配管で、同戻り配管19のうち、下部支持板12の近
くには伸縮部が形成されている。20が戻り配管19の
途中に設けた潤滑油の圧力調節弁、21が給油配管18
の途中に設けた潤滑油の供給ポンプ、22が給油配管1
8及び戻り配管19に接続した潤滑油の貯油タンク、2
3が地震等の横振動を検知する地震センサー、24が地
震センサー23からの検知信号に基づいて潤滑油の供給
ポンプ21を作動させる制御装置、25が上部支持板1
1と下部支持板12との摺動面に供給した潤滑油をシー
ルするOリング、26が上部支持板11の端部に設けた
ストッパーリングで、同ストッパーリング26により下
部支持板12の横移動を制限するようになっている。
Reference numeral 19 denotes a return pipe from the oil drain hole 16 to the oil storage tank 22, and a stretchable portion is formed in the return pipe 19 near the lower support plate 12. Reference numeral 20 denotes a lubricating oil pressure control valve provided in the middle of the return pipe 19, and reference numeral 21 denotes an oil supply pipe 18.
The lubricating oil supply pump provided in the middle of
8 and a lubricating oil storage tank connected to the return pipe 19, 2
3 is a seismic sensor for detecting lateral vibration such as an earthquake, 24 is a control device for operating the lubricating oil supply pump 21 based on a detection signal from the seismic sensor 23, and 25 is an upper support plate 1.
An O-ring seals the lubricating oil supplied to the sliding surface between the lower support plate 1 and the lower support plate 12. A stopper ring 26 is provided at an end of the upper support plate 11. Is to be restricted.

【0016】その他の構成は前記第1実施例と同じであ
る。次に前記図2に示す免震装置1の作用を具体的に説
明する。地震センサー23により、地震等の横振動を検
知すると、そのとき得られる検知信号を制御装置24へ
送り、制御装置24から供給ポンプ21へ起動信号を送
り、供給ポンプ21を起動して、潤滑油を貯油タンク2
2→供給ポンプ21→給油配管18→給油孔17→上部
支持板11と下部支持板12との摺動面へ供給する。
The other structure is the same as that of the first embodiment. Next, the operation of the seismic isolation device 1 shown in FIG. 2 will be specifically described. When a lateral vibration such as an earthquake is detected by the earthquake sensor 23, a detection signal obtained at that time is sent to the control device 24, a start signal is sent from the control device 24 to the supply pump 21, and the supply pump 21 is started, and the lubricating oil is started. The oil storage tank 2
2 → supply pump 21 → oil supply pipe 18 → oil supply hole 17 → supply to the sliding surface between upper support plate 11 and lower support plate 12.

【0017】この潤滑油をOリング25によりシールし
ており、摺動面を通過した後、排油孔16→圧力調整弁
20→戻り配管19→貯油タンク22へ回収する。なお
圧力調整弁20は、摺動面圧を調整するために設けられ
ている。上部支持板11と下部支持板12との摺動面へ
油膜切れの生じないように供給ポンプ21を定期的に作
動させておくと、地震等の発生時にも、上部支持板11
と下部支持板12との摺動抵抗を小さくすることが可能
になる。
The lubricating oil is sealed by an O-ring 25, and after passing through the sliding surface, is collected in the oil drain hole 16 → the pressure regulating valve 20 → the return pipe 19 → the oil storage tank 22. The pressure adjusting valve 20 is provided for adjusting the sliding surface pressure. If the supply pump 21 is regularly operated so that the oil film does not run out on the sliding surface between the upper support plate 11 and the lower support plate 12, the upper support plate 11 can be operated even when an earthquake or the like occurs.
It is possible to reduce the sliding resistance between the support member 12 and the lower support plate 12.

【0018】このように上部支持板11と下部支持板1
2との摺動面に潤滑油を供給するので、地震等に基づい
て基礎部4が横振動しても、上部支持板11と下部支持
板12との摺動抵抗が殆どなくなって、建築物に作用す
る剪断力が大幅に低減する。 (第3実施例)次に本発明の建築物等の免震装置を図3
(a)(b)に示す第3実施例により説明する。なお前
記第1実施例と同一部分には同一符号を付して、重複す
る部分の説明は省略する。
As described above, the upper support plate 11 and the lower support plate 1
Since the lubricating oil is supplied to the sliding surface between the upper support plate 11 and the lower support plate 12, even if the base portion 4 laterally vibrates due to an earthquake or the like, the sliding resistance between the upper support plate 11 and the lower support plate 12 is almost eliminated. The shear force acting on the surface is greatly reduced. Third Embodiment Next, a seismic isolation device for a building or the like according to the present invention is shown in FIG.
A description will be given with reference to a third embodiment shown in FIGS. The same portions as those in the first embodiment are denoted by the same reference numerals, and the description of the overlapping portions will be omitted.

【0019】この実施例では、免震装置1の下部支持板
12の中間層と上部支持板11の中間層との少なくとも
一方に弾性体(ゴム板)15を介装している。即ち、図
3(a)では、下部支持板12の中間層に弾性体(ゴム
板)15を介装している。また図3(b)では、上部支
持板11の中間層に弾性体(ゴム板)15を介装してい
る。
In this embodiment, at least one of the intermediate layer of the lower support plate 12 and the intermediate layer of the upper support plate 11 of the seismic isolation device 1 is provided with an elastic body (rubber plate) 15. That is, in FIG. 3A, an elastic body (rubber plate) 15 is interposed in the intermediate layer of the lower support plate 12. In FIG. 3B, an elastic body (rubber plate) 15 is interposed in the intermediate layer of the upper support plate 11.

【0020】上記弾性体(ゴム板)15は、例えばふっ
素ゴム、シリコンゴム等により構成され、表面の摩擦抵
抗が大きいので、弾性体15の上面または下面で摺動す
ることがない。一方、コーティング材13を塗布した下
部支持板12と上部支持板11との摺動面の摩擦抵抗が
小さいので、この摺動面で摺動が起きることになる。そ
の他の構成は前記第1実施例と同じである。
The elastic body (rubber plate) 15 is made of, for example, fluorine rubber, silicon rubber or the like, and has a large surface frictional resistance, so that it does not slide on the upper or lower surface of the elastic body 15. On the other hand, since the frictional resistance of the sliding surface between the lower support plate 12 and the upper support plate 11 coated with the coating material 13 is small, sliding occurs on this sliding surface. Other configurations are the same as those of the first embodiment.

【0021】次に前記図3に示す免震装置1の作用を具
体的に説明する。免震装置1の下部支持板12の中間層
と上部支持板11の中間層との少なくとも一方に弾性体
(ゴム板)15を介装しており、下部支持板12と上部
支持板11との平行度が多少ずれても、弾性体(ゴム
板)15が弾性変形し、下部支持板12と上部支持板1
1との平行度が保持されて、下部支持板12と上部支持
板11とが一様に当接するので、下部支持板12と上部
支持板11とが円滑に摺動する。
Next, the operation of the seismic isolation device 1 shown in FIG. 3 will be specifically described. An elastic body (rubber plate) 15 is interposed in at least one of the middle layer of the lower support plate 12 and the middle layer of the upper support plate 11 of the seismic isolation device 1, and the lower support plate 12 and the upper support plate 11 Even if the parallelism deviates slightly, the elastic body (rubber plate) 15 is elastically deformed, and the lower support plate 12 and the upper support plate 1 are deformed.
1 is maintained, and the lower support plate 12 and the upper support plate 11 abut uniformly, so that the lower support plate 12 and the upper support plate 11 slide smoothly.

【0022】この弾性体(ゴム板)15を第1実施例ま
たは第2実施例の下部支持板12の中間層または上部支
持板11の中間層に介装してもよく、この場合にも同様
の作用が行われる。
This elastic body (rubber plate) 15 may be interposed in the intermediate layer of the lower support plate 12 or the intermediate layer of the upper support plate 11 of the first or second embodiment. Is performed.

【0023】[0023]

【発明の効果】本発明は前記のように建築物等の下部と
建築物等の荷重を支持する基礎部との間で建築物等の荷
重を支持しながら地震等に基づて発生した横方向の振動
を免震支持する免震装置であって、前記基礎部上に水平
方向に配設した下部支持板と、同下部支持板の上面に同
下部支持板に対向して配置した上部支持板とを具え、互
いに対向する上部支持板の下面と下部支持板の上面との
少なくとも一方に複数個の凹部を設けるとともに摺動抵
抗の小さいコーティング材を塗布して、上部支持板と下
部支持板との摺動抵抗を小さくしたので、建築物等に作
用する剪断力を低減できる。
As described above, according to the present invention, a horizontal structure generated based on an earthquake or the like while supporting the load of a building or the like between the lower part of the building or the like and the foundation supporting the load of the building or the like is provided. A seismic isolation device for seismically isolating and supporting a vibration in a direction, comprising: a lower support plate horizontally disposed on the base portion; and an upper support disposed on the upper surface of the lower support plate so as to face the lower support plate. A plurality of recesses on at least one of the lower surface of the upper support plate and the upper surface of the lower support plate facing each other, and applying a coating material having low sliding resistance to the upper support plate and the lower support plate. , The shearing force acting on a building or the like can be reduced.

【0024】また上記摺動時に発生する摩擦熱を各凹部
(非接触部)から板厚方向に放熱して、コーティング材
の温度上昇を抑制するので、コーティング材の寿命を長
くできる。また本発明は前記のように建築物等の下部と
建築物等の荷重を支持する基礎部との間で建築物等の荷
重を支持しながら地震等に基づいて発生した横方向の振
動を免震支持する免震装置であって、前記基礎部上に水
平方向に配設し且つ上面の複数個所に凹部を形成すると
ともに上面に摺動抵抗の小さいコーティング材を塗布し
た下部支持板と、同下部支持板の上面に対向して配置し
た上部支持板と、下部支持板と上部支持板との間の隙間
に油膜を形成する潤滑油供給手段と、地震等の震動を検
知する地震センサーと、同地震センサーからの検知信号
に基づいて潤滑油供給手段のポンプを作動させる制御装
置とを具え、上記の凹部とコーティング材と油膜とによ
り上部支持板と下部支持板との摺動抵抗を小さくしたの
で、建築物等に作用する剪断力をさらに低減できる。
Further, the frictional heat generated during the sliding is radiated from each concave portion (non-contact portion) in the thickness direction to suppress the temperature rise of the coating material, thereby extending the life of the coating material. Further, as described above, while supporting the load of the building or the like between the lower part of the building or the like and the foundation supporting the load of the building or the like, the present invention eliminates the lateral vibration generated due to an earthquake or the like. A seismic isolation device for supporting earthquakes, comprising: a lower support plate which is horizontally disposed on the base portion, has concave portions formed at a plurality of positions on an upper surface, and has a coating material having low sliding resistance applied to the upper surface. An upper support plate arranged opposite to the upper surface of the lower support plate, a lubricating oil supply means for forming an oil film in a gap between the lower support plate and the upper support plate, and an earthquake sensor for detecting vibration such as an earthquake, A control device for operating the pump of the lubricating oil supply means based on the detection signal from the seismic sensor, and the sliding resistance between the upper support plate and the lower support plate is reduced by the recess, the coating material, and the oil film. So shear acting on buildings, etc. It can be further reduced.

【0025】また下部支持板の中間層と上部支持板の中
間層との少なくとも一方に弾性体を介装しており、下部
支持板と上部支持板との平行度が多少ずれても、弾性体
を弾性変形させ、下部支持板と上部支持板との平行度を
保持して、下部支持板と上部支持板とを一様に当接させ
るので、下部支持板と上部支持板とを円滑に摺動させる
ことができる。
In addition, an elastic body is interposed in at least one of the intermediate layer of the lower support plate and the intermediate layer of the upper support plate. Even if the parallelism between the lower support plate and the upper support plate is slightly shifted, the elastic body Is elastically deformed to maintain the parallelism between the lower support plate and the upper support plate and uniformly contact the lower support plate and the upper support plate, so that the lower support plate and the upper support plate slide smoothly. Can be moved.

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

【図1】(a)は本発明の建築物等の免震装置の第1実
施例を示す縦断側面図、(b)は同第1実施例の他の例
を示す縦断側面図、(c)は同第1実施例のさらに他の
例を示す縦断側面図、(d)は凹部のピッチを示す説明
図である。
FIG. 1A is a vertical sectional side view showing a first embodiment of a seismic isolation device for a building or the like of the present invention, FIG. 1B is a vertical sectional side view showing another example of the first embodiment, FIG. () Is a vertical sectional side view showing still another example of the first embodiment, and (d) is an explanatory view showing a pitch of the concave portions.

【図2】本発明の免震装置の第2実施例を示す系統図で
ある。
FIG. 2 is a system diagram showing a second embodiment of the seismic isolation device of the present invention.

【図3】(a)は本発明の建築物等の免震装置の第3実
施例を示す縦断側面図、(b)は同第3実施例の他の例
を示す縦断側面図である。
FIG. 3A is a vertical sectional side view showing a third embodiment of the seismic isolation device for buildings and the like according to the present invention, and FIG. 3B is a vertical sectional side view showing another example of the third embodiment.

【図4】従来の建築物等の免震装置を示す側面図であ
る。
FIG. 4 is a side view showing a conventional seismic isolation device for a building or the like.

【図5】同免震装置の詳細を示す縦断側面図である。FIG. 5 is a vertical sectional side view showing details of the seismic isolation device.

【符号の説明】[Explanation of symbols]

1 免震装置 4 基礎部 5 建築物の床部材 11 上部支持板 12 下部支持板 13 コーティング材 14 凹部 17〜22 潤滑油供給手段 21 ポンプ 23 地震センサー 24 制御装置 DESCRIPTION OF SYMBOLS 1 Seismic isolation device 4 Base part 5 Floor member of building 11 Upper support plate 12 Lower support plate 13 Coating material 14 Depression 17-22 Lubricating oil supply means 21 Pump 23 Earthquake sensor 24 Control device

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 建築物等の下部と建築物等の荷重を支持
する基礎部との間で建築物等の荷重を支持しながら地震
等に基づて発生した横方向の振動を免震支持する免震装
置であって、前記基礎部上に水平方向に配設した下部支
持板と、同下部支持板の上面に同下部支持板に対向して
配置した上部支持板とを具え、互いに対向する上部支持
板の下面と下部支持板の上面との少なくとも一方に複数
個の凹部を設けるとともに摺動抵抗の小さいコーティン
グ材を塗布して、上部支持板と下部支持板との摺動抵抗
を小さくしたことを特徴とする建築物等の免震装置。
1. A seismic isolation support for lateral vibration generated due to an earthquake or the like while supporting a load of a building or the like between a lower part of the building or the like and a foundation supporting the load of the building or the like. A seismic isolation device, comprising: a lower support plate horizontally disposed on the base portion; and an upper support plate disposed on the upper surface of the lower support plate so as to face the lower support plate. A plurality of recesses are provided on at least one of the lower surface of the upper support plate and the upper surface of the lower support plate, and a coating material having a small sliding resistance is applied to reduce the sliding resistance between the upper support plate and the lower support plate. Seismic isolation device for buildings, etc.
【請求項2】 建築物等の下部と建築物等の荷重を支持
する基礎部との間で建築物等の荷重を支持しながら地震
等に基づいて発生した横方向の振動を免震支持する免震
装置であって、前記基礎部上に水平方向に配設し且つ上
面の複数個所に凹部を形成するとともに上面に摺動抵抗
の小さいコーティング材を塗布した下部支持板と、同下
部支持板の上面に対向して配置した上部支持板と、下部
支持板と上部支持板との間の隙間に油膜を形成する潤滑
油供給手段と、地震等の震動を検知する地震センサー
と、同地震センサーからの検知信号に基づいて潤滑油供
給手段のポンプを作動させる制御装置とを具え、上記の
凹部とコーティング材と油膜とにより上部支持板と下部
支持板との摺動抵抗を小さくしたことを特徴とする建築
物等の免震装置。
2. While supporting the load of a building or the like between a lower part of the building or the like and a foundation supporting the load of the building or the like, seismic isolation is supported for lateral vibration generated due to an earthquake or the like. A seismic isolation device, comprising: a lower support plate which is horizontally disposed on the base portion, has concave portions formed at a plurality of locations on an upper surface, and has a lower surface coated with a coating material having a low sliding resistance; An upper support plate arranged opposite to the upper surface of the vehicle, lubricating oil supply means for forming an oil film in a gap between the lower support plate and the upper support plate, a seismic sensor for detecting vibration such as an earthquake, and the seismic sensor A control device for operating the pump of the lubricating oil supply means based on the detection signal from the controller, and the sliding resistance between the upper support plate and the lower support plate is reduced by the recess, the coating material, and the oil film. Seismic isolation devices for buildings, etc.
【請求項3】 前記下部支持板の中間層と前記上部支持
板の中間層との少なくとも一方に弾性体を介装した請求
項1、2記載の建築物等の免震装置。
3. The seismic isolation device for a building or the like according to claim 1, wherein an elastic body is interposed in at least one of the intermediate layer of the lower support plate and the intermediate layer of the upper support plate.
JP26616296A 1996-10-07 1996-10-07 Base isolation device of building or the like Withdrawn JPH10110554A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26616296A JPH10110554A (en) 1996-10-07 1996-10-07 Base isolation device of building or the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26616296A JPH10110554A (en) 1996-10-07 1996-10-07 Base isolation device of building or the like

Publications (1)

Publication Number Publication Date
JPH10110554A true JPH10110554A (en) 1998-04-28

Family

ID=17427148

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26616296A Withdrawn JPH10110554A (en) 1996-10-07 1996-10-07 Base isolation device of building or the like

Country Status (1)

Country Link
JP (1) JPH10110554A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11280297A (en) * 1998-03-27 1999-10-12 Nippon Pillar Packing Co Ltd Base isolation slide journal device
JP2003041800A (en) * 2001-07-30 2003-02-13 Yokohama Rubber Co Ltd:The Sliding bearing
JP2013213547A (en) * 2012-04-03 2013-10-17 Nippon Pillar Packing Co Ltd Support device
JP2014163215A (en) * 2013-02-27 2014-09-08 Joho Kagaku Kenkyusho:Kk Oil film slider base isolation method and oil film slider base isolation foundation structure
JP2014163216A (en) * 2013-02-27 2014-09-08 Joho Kagaku Kenkyusho:Kk Base isolation structure and base isolation raw material by plastic colloid of heavy construction
JP2017062042A (en) * 2016-11-11 2017-03-30 泰徳 松中 Seismic isolation device
KR20190048174A (en) * 2017-10-30 2019-05-09 군산대학교산학협력단 Seismic isolator for equipment
KR20230117806A (en) * 2022-02-03 2023-08-10 (주)라드피온 isolation device

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11280297A (en) * 1998-03-27 1999-10-12 Nippon Pillar Packing Co Ltd Base isolation slide journal device
JP2003041800A (en) * 2001-07-30 2003-02-13 Yokohama Rubber Co Ltd:The Sliding bearing
JP2013213547A (en) * 2012-04-03 2013-10-17 Nippon Pillar Packing Co Ltd Support device
JP2014163215A (en) * 2013-02-27 2014-09-08 Joho Kagaku Kenkyusho:Kk Oil film slider base isolation method and oil film slider base isolation foundation structure
JP2014163216A (en) * 2013-02-27 2014-09-08 Joho Kagaku Kenkyusho:Kk Base isolation structure and base isolation raw material by plastic colloid of heavy construction
JP2017062042A (en) * 2016-11-11 2017-03-30 泰徳 松中 Seismic isolation device
KR20190048174A (en) * 2017-10-30 2019-05-09 군산대학교산학협력단 Seismic isolator for equipment
KR20230117806A (en) * 2022-02-03 2023-08-10 (주)라드피온 isolation device

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