JPH10306617A - Cover body of construction of base isolation - Google Patents

Cover body of construction of base isolation

Info

Publication number
JPH10306617A
JPH10306617A JP11690497A JP11690497A JPH10306617A JP H10306617 A JPH10306617 A JP H10306617A JP 11690497 A JP11690497 A JP 11690497A JP 11690497 A JP11690497 A JP 11690497A JP H10306617 A JPH10306617 A JP H10306617A
Authority
JP
Japan
Prior art keywords
cover body
seismic isolation
cover
bearing
isolation support
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
JP11690497A
Other languages
Japanese (ja)
Inventor
Motoharu Yatsuhashi
元治 八橋
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.)
Fujikura Ltd
Original Assignee
Fujikura 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 Fujikura Ltd filed Critical Fujikura Ltd
Priority to JP11690497A priority Critical patent/JPH10306617A/en
Publication of JPH10306617A publication Critical patent/JPH10306617A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To prevent the adhesion of foreign matters, the incursion of rain water and the generation of rust in the rolling surface, the sliding surface, etc., of a base isolation bearing body having excellent dust proofing efficiency, waterproofing efficiency and dampproofing efficiency and, at the same time, to easily remove a cover body without taking time for dismantling the base isolation bearing body. SOLUTION: A base isolation body 8 provided between footing 2 and structure 4 and bearing the structure 4 in the horizontal direction in a movable manner on rolling bearing by a ball bearing such as steel ball, etc., is provided. A cover body 10 for covering the rolling surface in the vibration isolation bearing body 8 is provided, and the cover body 10 is constituted of a plurality of divided parts 101 , 102 and 103 capable of being detached from the base isolation bearing body 8.

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、免震構造のカバー
体に関する。
TECHNICAL FIELD The present invention relates to a cover having a seismic isolation structure.

【0002】[0002]

【従来の技術】建築物等の構造物の免震構造として、基
礎と構造物との間に転がり支承または滑り支承による免
震支持体を介在させ、この免震支持体によって構造物を
水平方向に移動自在に支持するようにしたものが従来か
ら知られている。この種の免震支持体としては、転がり
支承ではボールベアリングやフリーベアリング等による
もの、直交ローラとレールとを組み合わせたものが知ら
れており、一方、滑り支承では摩擦係数の小さい材料か
らなる滑り体等を用いたものが知られている。
2. Description of the Related Art As a seismic isolation structure for a structure such as a building, a seismic isolation support by a rolling or sliding bearing is interposed between a foundation and a structure, and the structure is horizontally moved by the seismic isolation support. Conventionally, there has been known one that is movably supported. As this type of seismic isolation support, rolling bearings using ball bearings or free bearings, and combinations of orthogonal rollers and rails are known.On the other hand, sliding bearings made of a material with a small coefficient of friction are known. The thing using a body etc. is known.

【0003】[0003]

【発明が解決しようとする課題】前記従来の免震構造に
おいては、ボールベアリングや滑り体等が外部に露出し
ているため、転動面や摺動面などへ雨水等が侵入した
り、埃等の異物が転動面や摺動面等に付着したりするな
どの恐れがある。また、温度変化による結露により転動
面や摺動面等に錆が発生する等の恐れもある。
In the above conventional seismic isolation structure, since ball bearings and sliding bodies are exposed to the outside, rainwater or the like may invade rolling and sliding surfaces, etc. There is a possibility that foreign matter such as adheres to the rolling surface or the sliding surface. Further, there is a possibility that rust is generated on the rolling surface, the sliding surface, and the like due to dew condensation due to a temperature change.

【0004】これらの問題点に対して、免震支承構造を
雨水、埃等から守るため、出願人は既に特願平8−24
9655号で免震構造体をカバー体で覆う提案をしてい
る(未公知)が、カバー体を一体構造にすると、特にカ
バー体が剛性体構造のものであると免震支承構造のメン
テナンス性が悪いという問題点がある。
In order to protect the seismic isolation bearing structure from rainwater, dust, etc., the applicant has already filed Japanese Patent Application No. 8-24.
No. 9655 proposes to cover the seismic isolation structure with a cover body (unknown). However, when the cover body is formed as an integral structure, especially when the cover body has a rigid structure, the maintainability of the seismic isolation support structure is improved. Is bad.

【0005】すなわち、免震支承構造はカバー体で覆わ
れたままでは内部を黙視できず、内部劣化状況を判断で
きない(カバー体を透明にすることも考えられるが、カ
バー体は耐候性を確保するため遮光用保護カバーで覆う
ため全体として不透明である)。また、カバー体が邪魔
になって免震支承構造の中に侵入した水、ほこり等の清
掃ができない。また、カバー体の取り外しができない
と、構造物を持ち上げて免震支承構造を解体しなけれ
ば、定期的チェックはほとんど不可能になる。
[0005] In other words, the seismic isolation bearing structure cannot be viewed silently while it is covered with the cover, and the state of internal deterioration cannot be determined. (It is conceivable that the cover is made transparent, but the cover has weather resistance. To be covered with a light-shielding protective cover, so that it is opaque as a whole). In addition, it is not possible to clean water, dust, and the like that have entered the seismic isolation bearing structure due to the obstruction of the cover body. Also, if the cover cannot be removed, periodic checks will be almost impossible unless the structure is lifted and the seismic isolation bearing structure is dismantled.

【0006】本発明は、前記従来の問題点に鑑みてなさ
れたものであって、優れた防塵性、防水性および防湿性
を有し、免震支持体の転動面や摺動面等における異物の
付着や雨水等の侵入、錆の発生などを防止できると共
に、免震体を解体する等の手間をかけずに容易に取り外
せる免震構造のカバー体を提供することを目的とする。
The present invention has been made in view of the above-mentioned conventional problems, and has excellent dustproofness, waterproofness, and moistureproofness. It is an object of the present invention to provide a cover having a seismic isolation structure that can prevent attachment of foreign matter, intrusion of rainwater and the like, generation of rust, and the like, and that can be easily removed without having to disassemble the seismic isolation body.

【0007】[0007]

【課題を解決するための手段】本発明は、前記目的を達
成するため、次のような構成を有する。請求項1の発明
は、基礎と構造物との間に介在し、かつ、転がり支承ま
たは滑り支承により前記構造物を水平方向に移動自在に
支持する免震支持体を備えた構造物の免震構造におい
て、前記免震支持体における転動面または摺動面を覆う
カバー体を備え、カバー体は、分割して免震支持体から
取り付けおよび取り外しが可能な複数の部分からなって
いることを特徴とする免震構造のカバー体である。
The present invention has the following configuration to achieve the above object. The invention according to claim 1 is a seismic isolation method for a structure having a seismic isolation support interposed between a foundation and a structure and supporting the structure in a horizontal direction by a rolling bearing or a sliding bearing. In the structure, a cover body covering a rolling surface or a sliding surface of the seismic isolation support is provided, and the cover body includes a plurality of portions that can be divided and attached and detached from the seismic isolation support. It is a cover with a seismic isolation structure.

【0008】請求項2の発明は、前記カバー体を剛性体
で構成し、該カバー体のうち一方のみを基礎側または構
造物側に固定し、かつ、通常時に他方の端部の周縁を他
方側の転動面または摺動面の周縁に摺動可能に載せたこ
とを特徴とする請求項1記載の免震構造のカバー体であ
る。
According to a second aspect of the present invention, the cover body is formed of a rigid body, and only one of the cover bodies is fixed to the foundation side or the structure side, and the periphery of the other end is normally set to the other side. The cover body of the seismic isolation structure according to claim 1, wherein the cover body is slidably mounted on a peripheral edge of the rolling surface or the sliding surface on the side.

【0009】請求項3の発明は、前記カバー体の他方の
端部を水平方向に沿って鍔状に形成したことを特徴とす
る請求項2記載の免震構造のカバー体である。
The invention according to claim 3 is the cover body of the seismic isolation structure according to claim 2, wherein the other end of the cover body is formed in a flange shape along the horizontal direction.

【0010】請求項1の発明は、免震支持体における転
動面または摺動面を覆うカバー体を備えるので、転がり
支承または滑り支承による免震支持体が前記カバー体で
密閉されるため、免震支持体における埃等の異物の付着
や雨水等の侵入、結露による錆の発生などを防止するこ
とができる。
According to the first aspect of the present invention, since the seismic isolation support is provided with a cover that covers the rolling surface or the sliding surface, the seismic isolation support by the rolling or sliding bearing is sealed by the cover. It is possible to prevent foreign substances such as dust from adhering to the seismic isolation support, infiltration of rainwater and the like, and generation of rust due to condensation.

【0011】また、カバー体は、分割した複数の部分を
単独に免震支持体から取り付けおよび取り外しすること
が可能なので、メンテナンスに際して、カバー体の全体
を取り外す必要がなく、カバー体の1個以上の部分を取
り外すことにより免震支持体の内部を露出させることが
できる。したがって、カバー体の部分の取り外しで、目
視により免震支持体の内部劣化状況を判断でき、かつ、
支持体内部の水や埃の清掃ができる。また、一体のカバ
ー体であれば構造物を持ち上げて免震支持体を解体しな
ければならなかったが、一部の取り外しができるため、
構造物の持ち上げおよび免震支持体の解体等の面倒かつ
費用のかかる作業が不要になる。また、免震支持体の取
付けに際して、カバー体が一体であるときは、予め免震
支持体にカバー体を取り付けておく必要があり、カバー
体が免震支持体の取付けに邪魔になり易いが、本発明の
ように、カバー体を分割しておけば、免震支持体の取り
つけ後にカバー体を取り付けることができ、邪魔になら
ない。
In addition, since the cover body can be attached and detached from the seismic isolation support, a plurality of divided parts can be independently attached, so that it is not necessary to remove the entire cover body during maintenance, and one or more cover bodies can be used. By removing the part, the inside of the seismic isolation support can be exposed. Therefore, by removing the cover part, it is possible to visually judge the internal deterioration status of the seismic isolation support, and
Water and dust inside the support can be cleaned. In addition, if it was an integral cover, it was necessary to lift the structure and disassemble the seismic isolation support, but because some can be removed,
The troublesome and expensive work of lifting a structure and dismantling a seismic isolation support is not required. In addition, when attaching the seismic isolation support, when the cover body is integral, it is necessary to attach the cover body to the seismic isolation support in advance, and the cover body tends to hinder the attachment of the seismic isolation support. If the cover body is divided as in the present invention, the cover body can be attached after the seismic isolation support is attached, so that it is not an obstacle.

【0012】また、請求項2の発明によれば、カバー体
を例えば比較的変形しにく剛性体で構成した場合、カバ
ー体のうち一方のみを基礎側または構造物側に固定し、
かつ、他方の端部の周縁を通常時(地震の起きていない
時)に他方側の転動面・摺動面の周縁に摺動可能に載せ
れば、少なくとも通常時には確実にカバー体によって転
動面・摺動面を覆うことができる。したがって、カバー
体の変形を考慮する必要がなくなり、簡単かつ安価な構
成で埃等の異物や雨水等の侵入を防止することができ
る。
According to the second aspect of the present invention, when the cover body is made of, for example, a rigid body which is relatively difficult to deform, only one of the cover bodies is fixed to the foundation side or the structure side,
Also, if the peripheral edge of the other end is slidably mounted on the peripheral edge of the rolling surface / sliding surface on the other side during normal times (when no earthquake occurs), at least in normal times, the rolling member is surely rolled by the cover body. The moving and sliding surfaces can be covered. Therefore, it is not necessary to consider the deformation of the cover body, and it is possible to prevent foreign matters such as dust and rainwater or the like from entering with a simple and inexpensive configuration.

【0013】この場合、請求項3のように、前記カバー
体の他方の端部を鍔状に形成すれば、埃等の異物や雨水
等をより一層侵入しにくくすることができる。それと同
時に、固定されない該他方の端部が地震時に他方側の転
動面・摺動面の周縁に対して水平方向に移動しても、こ
れらの転動面等とカバー体とが干渉することを防止でき
る。
In this case, if the other end of the cover body is formed in a flange shape as described in claim 3, foreign substances such as dust and rainwater can be made more difficult to enter. At the same time, even if the other end, which is not fixed, moves in the horizontal direction with respect to the periphery of the other rolling surface / sliding surface during an earthquake, these rolling surfaces and the like may interfere with the cover body. Can be prevented.

【0014】[0014]

【発明の実施の形態】以下、図面を参照して本発明の実
施形態を説明する。まず、図1〜図3を用いて第1実施
形態かかる免震構造のカバー体10を説明する。図1〜
図3に示すように、第1実施形態の免震構造は、基礎2
と建築物(構造物の一例)4との間に介在し、かつ、鋼
球等のボールベアリング6による転がり支承により建築
物4を水平方向に移動自在に支持する免震支持体8を備
えたものであり、前記免震支持体8における転動面を覆
うカバー体10を備え、カバー体10は、分割して免震
支持体8から取り付けおよび取り外しが可能な複数の部
分101、102…からなっている。
Embodiments of the present invention will be described below with reference to the drawings. First, the cover body 10 of the seismic isolation structure according to the first embodiment will be described with reference to FIGS. Figure 1
As shown in FIG. 3, the seismic isolation structure of the first embodiment
And a building (an example of a structure) 4 and a seismic isolation support 8 that supports the building 4 movably in the horizontal direction by a rolling bearing by a ball bearing 6 such as a steel ball. A cover 10 covering a rolling surface of the seismic isolation support 8, and the cover 10 is divided into a plurality of portions 10 1 , 10 2 that can be attached to and detached from the seismic isolation support 8. … Consisting of

【0015】免震支持体8は、建築物4の底面4aに設
けたボール保持体12にボールベアリング6を回転自在
に保持させ、基礎2に固定した下側支持板14の上面1
4aでボールベアリング6を転動させるものであって、
カバー体10は比較的剛性の高い剛性体からなってい
る。
The seismic isolation support 8 allows the ball bearing 6 to be rotatably held by the ball holder 12 provided on the bottom surface 4 a of the building 4, and the upper surface 1 of the lower support plate 14 fixed to the foundation 2.
4a for rolling the ball bearing 6;
The cover body 10 is made of a rigid body having relatively high rigidity.

【0016】ボール保持体12は、建築物4の底面4a
に締着などで固定されるフランジ部12aと、このフラ
ンジ部12aから下方に突出して形成された保持部12
bとからなり、この保持部12bには、ボールベアリン
グ6を回転自在に保持する下方に開放した略半球面状の
凹部12b1が形成される。下側支持板14は、前記保
持部12bよりも大径に形成されており、その上面14
aは、中心から外方に行くに従って建築物4の底面4a
に近づく略摺鉢状の斜面で形成される。この上面14a
により、通常時には下側支持板14の中央部にボールベ
アリング6が位置決めされると共に、地震時には中央部
にボールベアリング6を戻す復元力(バネ効果)が得ら
れる。
The ball holder 12 is provided on the bottom 4a of the building 4.
12a, which is fixed to the housing 12 by fastening or the like, and a holding portion 12 which is formed to protrude downward from the flange 12a.
The holding portion 12b is formed with a substantially semi-spherical concave portion 12b1 which is open downward and holds the ball bearing 6 in a rotatable manner. The lower support plate 14 is formed to have a larger diameter than the holding portion 12b,
a is the bottom surface 4a of the building 4 as going outward from the center.
, And is formed by a substantially mortar-shaped slope approaching the slab. This upper surface 14a
Accordingly, the ball bearing 6 is positioned at the center of the lower support plate 14 in a normal state, and a restoring force (spring effect) for returning the ball bearing 6 to the center during an earthquake is obtained.

【0017】カバー体10は、各部分101、102…が
取り付けられた状態で概略全体的に前記保持部12b下
端の周縁から下側支持板14の周縁に向けて開くスカー
ト状に形成される。このカバー体10の上端部10a
は、保持部12bの下端周縁にビス等で適宜に固定され
る一方、カバー体10の下端部10bの周縁は、通常時
において前記上面14aの周縁に固定せずに摺動可能に
載置される。また、このカバー体10の下端部10b
は、上面14aの周縁から外側方かつ水平方向に沿って
鍔状に形成されて突出している。
The cover body 10 is formed in a skirt shape which is open from the periphery of the lower end of the holding portion 12b to the periphery of the lower support plate 14 as a whole with the parts 10 1 , 10 2 . You. Upper end 10a of this cover body 10
Is appropriately fixed to the lower peripheral edge of the holding portion 12b with screws or the like, while the peripheral edge of the lower end portion 10b of the cover body 10 is slidably mounted without fixing to the peripheral edge of the upper surface 14a in normal times. You. The lower end 10b of the cover body 10
Is formed in a flange shape outwardly and horizontally along the periphery of the upper surface 14a and protrudes therefrom.

【0018】また、カバー体10は、複数の部分1
1、102…が組合わさって全体として上記のスカート
形状を呈し、それぞれの部分101、102…が独立にそ
れぞれ複数のビス16、16…によりボール保持体12
の保持部12bの外周面部に締着できるようになってい
る。また、カバー体10の分割数は条件に応じて選択で
きるが、2〜4個に分割するのが好ましい。また、カバ
ー体10の材質は、樹脂製あるいは金属製などからな
る。
The cover body 10 includes a plurality of parts 1.
0 1, 10 2 ... exhibit the skirt shape as a whole associated therewith is, each portion 10 1, 10 2 ... are each of a plurality of screws independently 16, 16 by the ball holding member 12
Can be fastened to the outer peripheral surface of the holding portion 12b. Although the number of divisions of the cover body 10 can be selected according to conditions, it is preferable to divide the cover body 10 into two to four parts. The material of the cover body 10 is made of resin or metal.

【0019】この第1実施形態によれば、カバー体10
の上端部10aのみを建築物4側に固定し、かつ、下端
部10bの周縁を通常時に下側支持体上面14aの周縁
に位置させたので、少なくとも通常時にはカバー体10
によってこの上面14aおよび凹部12b1を確実に覆
うことができ、変形を考慮することなく簡単かつ安価な
構成で埃等の異物や雨水等の侵入を防止することができ
る。
According to the first embodiment, the cover 10
Is fixed to the building 4 side, and the periphery of the lower end 10b is normally positioned at the periphery of the lower support upper surface 14a.
Thus, the upper surface 14a and the concave portion 12b1 can be surely covered, and it is possible to prevent foreign matters such as dust and rainwater from entering with a simple and inexpensive configuration without considering deformation.

【0020】また、カバー体10は、分割した複数の部
分101、102…からなり、それぞれ単独に免震支持体
8のボール保持体12から取り付けおよび取り外しする
ことが可能なので、メンテナンスに際して、カバー体1
0全体を一括して取り外す必要がない。すなわち、カバ
ー体10の1個以上の部分101、102…を取り外すこ
とにより免震支持体8の内部を露出させることができ
る。また、カバー体全部を取り外すのに部分、部分10
1、102…を順次取り外せば、カバー体10を完全に免
震支持体8から外すことができる。
The cover body 10 is composed of a plurality of divided portions 10 1 , 10 2, ..., And can be independently attached to and detached from the ball holder 12 of the seismic isolation support 8. Cover body 1
There is no need to remove the entire unit at once. That is, by removing one or more portions 10 1 , 10 2, ... Of the cover body 10, the inside of the seismic isolation support 8 can be exposed. Also, to remove the entire cover body, a part 10
.. Can be completely removed from the seismic isolation support 8 by sequentially removing 1 , 2 ,.

【0021】したがって、このようにして各部分に分割
されたカバー体10を一部または全部外すことにより、
目視により免震支持体8の内部劣化状況を判断でき、か
つ、支持体8内部の水や埃の清掃ができる。
Accordingly, by partially or entirely removing the cover body 10 divided into the respective parts in this manner,
The state of deterioration inside the seismic isolation support 8 can be visually judged, and water and dust inside the support 8 can be cleaned.

【0022】また、一体のカバー体であるときには、カ
バー体の取り外すには、構造物を持ち上げて免震支持体
8を解体しなければならなかったが、前記実施形態のカ
バー体10によれば、免震支持体8の取り外しを要する
ことなく、各部分101、102…を順次に取り外してカ
バー体10全体を取り外せるため、建築物4の持ち上げ
および免震支持体8の解体等の面倒かつ費用のかかる作
業が不要になる。
In the case of an integral cover, the structure must be lifted and the seismic isolation support 8 must be disassembled in order to remove the cover, but according to the cover 10 of the above embodiment, ., Without removing the seismic isolation support 8, each part 10 1 , 10 2 ... Can be sequentially removed to remove the entire cover body 10, so that the building 4 is lifted and the seismic isolation support 8 is disassembled. In addition, costly work is not required.

【0023】また、免震支持体8の取付けに際して、カ
バー体が一体であるときは、予め免震支持体8にカバー
体を取り付けておく必要があり、カバー体が免震支持体
の取付けに邪魔になり易いが、前記実施形態のように、
カバー体10を部分、部分101、102…に分割してい
るため、免震支持体8を基礎2と建築物4との間に取り
つけ後にカバー体10を取り付けることができ、カバー
体10が免震支持体8の設置の邪魔にならない。
When the seismic isolation support 8 is attached, if the cover is integral, it is necessary to attach the cover to the seismic isolation support 8 in advance, and the cover is used to attach the seismic isolation support. It is easy to get in the way, but as in the previous embodiment,
Since the cover body 10 is divided into parts, portions 10 1 , 10 2, ..., The cover body 10 can be attached after the seismic isolation support 8 is attached between the foundation 2 and the building 4. Does not hinder the installation of the seismic isolation support 8.

【0024】また、カバー10の下端部10bを外側方
に向けて鍔状に形成したので、埃等の異物や雨水等をよ
り一層侵入しにくくすることができる。また、地震時に
基礎2と建築物4とが水平方向に相対的に変位しカバー
体10が建築物4と一緒に移動しても、カバー10の下
端部10bが水平に沿って鍔状であるので、該下端部1
0bは、下側支持板14の上面14aの周縁上を摺動し
て該下側支持板14と干渉することもない。
Further, since the lower end portion 10b of the cover 10 is formed in a flange shape facing outward, it is possible to make it more difficult for foreign substances such as dust and rainwater to enter. Further, even if the foundation 2 and the building 4 are relatively displaced in the horizontal direction during the earthquake and the cover body 10 moves together with the building 4, the lower end portion 10b of the cover 10 has a flange shape along the horizontal direction. So the lower end 1
Ob does not slide on the periphery of the upper surface 14a of the lower support plate 14 and does not interfere with the lower support plate 14.

【0025】なお、地震時にカバー体10の下端部10
bが前記上面14aの周縁上を摺動すると、下端部10
bの周縁と前記上面14aの周縁との間に隙間が生ずる
が、地震が起きている時間は短時間(1分程度)であ
り、しかも地震がおさまったときには確実にボール6が
上面14aの中央部に戻ってカバー体10の下端部10
bは上面14aの周縁位置に復帰するため、地震時にお
いて埃等の異物が上面14aや凹部14b1に侵入する
可能性は低い。
In the event of an earthquake, the lower end 10 of the cover 10
b slides on the periphery of the upper surface 14a, the lower end 10
Although a gap is formed between the periphery of the upper surface 14a and the periphery of the upper surface 14a, the time during which the earthquake occurs is short (about 1 minute), and when the earthquake has subsided, the ball 6 is securely positioned at the center of the upper surface 14a. Return to the lower end 10 of the cover body 10.
Since b returns to the peripheral position of the upper surface 14a, there is a low possibility that foreign matter such as dust enters the upper surface 14a or the concave portion 14b1 during an earthquake.

【0026】次に、第2実施形態を図4および図5に基
づき説明する。なお、第1実施形態と同様部分は同一の
符号を付してその説明を略する。図4および図5に示す
ように、第2実施形態は、免震支持体18は、前記ボー
ルベアリング6と、このボールベアリング6に建築物4
側で20aが接触する円盤状の上側支持板20と、上側
支持板20と対向しかつ基礎2側でボールベアリング6
と略摺鉢状の上面14aが接触する、上側支持板20と
略同形の下側支持板14とを備える。上側支持板20お
よび下側支持板14それぞれは、建築物4の底面4aお
よび基礎2にアンカボルト等により適宜に固定される。
なお、平坦な上側支持板20および下側支持板14は平
面視同様の外径寸法で形成されている。
Next, a second embodiment will be described with reference to FIGS. Note that the same parts as those in the first embodiment are denoted by the same reference numerals, and description thereof will be omitted. As shown in FIGS. 4 and 5, in the second embodiment, the seismic isolation support 18 includes the ball bearing 6 and a building 4 attached to the ball bearing 6.
A disk-shaped upper support plate 20 with which the side 20a is in contact, and a ball bearing 6 which is opposed to the upper support plate 20 and on the side of the foundation 2
And an upper support plate 20 and a lower support plate 14 having substantially the same shape as the upper support plate 20 in contact with the upper surface 14a having a substantially mortar shape. Each of the upper support plate 20 and the lower support plate 14 is appropriately fixed to the bottom surface 4a of the building 4 and the foundation 2 with anchor bolts or the like.
Note that the flat upper support plate 20 and the lower support plate 14 are formed with the same outer diameter in plan view.

【0027】この第2実施形態におけるカバー体22
は、剛性体からなる複数の部分221、222…が組合わ
さって取り付けられた状態で円筒状を呈しており、その
上端部22aは、上側支持板20の周縁にビス16、1
6…による締着固定され、一方、下端部22bの周縁
は、通常時において下側支持板14の上面14aの周縁
に摺動可能に載置される。そして、このカバー体22の
下端部22bは、下側支持板上面14aの周縁から外側
方かつ水平方向に沿って鍔状に形成されて突出してい
る。
The cover body 22 in the second embodiment
Has a cylindrical shape with a plurality of rigid parts 22 1 , 22 2, ... Attached in combination, and the upper end 22 a thereof has screws 16, 1, 2 on the periphery of the upper support plate 20.
6, while the peripheral edge of the lower end portion 22b is slidably mounted on the peripheral edge of the upper surface 14a of the lower support plate 14 in normal times. A lower end portion 22b of the cover body 22 is formed in a flange shape outward and along the horizontal direction from the periphery of the upper surface 14a of the lower support plate and protrudes.

【0028】この第2実施形態によっても、前記第1実
施形態と同様に、少なくとも通常時には、転動面である
下側支持板上面14aおよび上側支持板20下面20a
をカバー体22によって確実に覆うことができると共
に、地震時に基礎2と建築物4とが水平方向に相対的に
変位しても下側支持板14とカバー体22との干渉を防
止することができる。そして、メンテナンスに際して、
カバー体22の全体を取り外す必要がなく、カバー体2
2の1個以上の部分221、222…を取り外すことによ
り免震支持体8の内部を露出させることができる。
According to the second embodiment, as in the first embodiment, at least in the normal state, the lower support plate upper surface 14a and the upper support plate 20 lower surface 20a which are the rolling surfaces are provided.
Can be reliably covered by the cover body 22, and the interference between the lower support plate 14 and the cover body 22 can be prevented even if the foundation 2 and the building 4 are relatively displaced in the horizontal direction during an earthquake. it can. And for maintenance,
There is no need to remove the entire cover body 22, and the cover body 2
The interior of the seismic isolation support 8 can be exposed by removing one or more portions 22 1 , 22 2 .

【0029】次に、第3実施形態について説明する。免
震支持体24は、図6に示すように、前記ボールベアリ
ング6と、このボールベアリング6に建築物4側で下面
26aが接触する円盤状の上側支持板26と、上側支持
板26と対向しかつ基礎2側でボールベアリング6と上
面26aが接触する、上側支持板26と略同形の下側支
持板28とを備え、基礎2と建築物4との相対変位に合
わせて変形可能なカバー体30で免震支持体24を密閉
したものである。上側支持板24および下側支持板26
それぞれは、建築物4の底面4aおよび基礎2にアンカ
ボルト等により適宜に固定される。
Next, a third embodiment will be described. As shown in FIG. 6, the seismic isolation support 24 includes the ball bearing 6, a disk-shaped upper support plate 26 in which the lower surface 26 a contacts the ball bearing 6 on the building 4 side, and faces the upper support plate 26. And a lower support plate 28 having substantially the same shape as the upper support plate 26 in which the ball bearing 6 and the upper surface 26a are in contact with each other on the foundation 2 side, and which can be deformed in accordance with the relative displacement between the foundation 2 and the building 4. The seismic isolation support 24 is closed by a body 30. Upper support plate 24 and lower support plate 26
Each is appropriately fixed to the bottom surface 4a of the building 4 and the foundation 2 with anchor bolts or the like.

【0030】カバー体30は、柔軟性に富んだ材料から
なり、複数の部分301、302…が互いの組合わさって
取り付けられた状態で略円筒形状を呈しており、各部分
は互いの密着・分離できるようになっている。また、カ
バー体30の各部分それぞれの上端縁および下端縁は、
それぞれ上側支持板26および下側支持板28の外周部
に高いシール性を持つ固定手段で固着されており、これ
によってボールベアリング6の周囲の空間は密閉された
状態となっている。
The cover body 30 is made of a highly flexible material, and has a substantially cylindrical shape in a state where a plurality of parts 30 1 , 30 2 ... Are attached in combination with each other. It can be attached and separated. The upper edge and the lower edge of each part of the cover body 30 are
Each is fixed to the outer peripheral portion of the upper support plate 26 and the lower support plate 28 by a fixing means having a high sealing property, whereby the space around the ball bearing 6 is sealed.

【0031】なお、このカバー体30の材質としては、
例えばEVA(エチレン酢酸ビニル共重合体)等のポリ
オレフィン系の透明な合成樹脂やEP(エチレンプロピ
レン)ゴム等の弾性体を用いることができる。カバー体
30が透明な場合はさらに遮光用保護カバー32によっ
て覆うことが望ましい。
The material of the cover 30 is as follows.
For example, a transparent synthetic resin of polyolefin such as EVA (ethylene-vinyl acetate copolymer) or an elastic body such as EP (ethylene propylene) rubber can be used. When the cover body 30 is transparent, it is desirable to further cover the cover body 30 with a light-shielding protective cover 32.

【0032】このように構成された第3実施形態によれ
ば、上側支持板26の下面26a、下側支持板28の上
面28aおよびボールベアリング6がカバー体30で密
閉されるため、免震支持体8における埃等の異物の付着
や雨水等の侵入、錆の発生などを防止することができ
る。また、カバー体30が基礎2と建築物4との相対変
位に合わせて変形可能であるため、地震時に上側支持板
12と下側支持板14とが水平方向に相対的に運動して
も、カバー体30がその運動に追従し、カバー体30に
無理な力が加わることもない。
According to the third embodiment configured as described above, the lower surface 26a of the upper support plate 26, the upper surface 28a of the lower support plate 28, and the ball bearing 6 are hermetically sealed by the cover body 30. It is possible to prevent foreign matter such as dust from adhering to the body 8, infiltration of rainwater and the like, and generation of rust. Further, since the cover body 30 can be deformed in accordance with the relative displacement between the foundation 2 and the building 4, even if the upper support plate 12 and the lower support plate 14 relatively move in the horizontal direction during an earthquake, The cover 30 follows the movement, and no excessive force is applied to the cover 30.

【0033】なお、本発明は、前記実施形態に限定され
ないことはもちろんであり、例えば免震支持体は、転が
り支承の他、滑り支承で有っても良いものである。ま
た、カバー体の構造も免震支持体の構造形状に合わせて
適宜に変形実施できる。
The present invention is, of course, not limited to the above-described embodiment. For example, the seismic isolation support may be a sliding bearing in addition to a rolling bearing. Further, the structure of the cover body can be appropriately modified according to the structural shape of the seismic isolation support.

【0034】[0034]

【発明の効果】以上の説明の通り、請求項1の発明によ
れば、免震支持体がカバー体で密閉されるため、免震支
持体における埃等の異物の付着や雨水等の侵入、結露に
よる錆の発生などを防止することができる。それと共
に、カバー体は、分割した複数の部分を単独に免震支持
体から取り付けおよび取り外しすることが可能なので、
メンテナンスに際して、カバー体の全体を取り外す必要
がなく、カバー体の1個以上の部分を取り外すことによ
り免震支持体の内部を露出させることができる。したが
って、目視により免震支持体の内部劣化状況を判断で
き、かつ、支持体内部の水や埃の清掃ができる。
As described above, according to the first aspect of the present invention, since the seismic isolation support is sealed by the cover body, foreign matter such as dust adheres to the seismic isolation support, and intrusion of rainwater or the like occurs. The generation of rust due to dew condensation can be prevented. At the same time, the cover body can be attached and detached from the seismic isolation support separately from the multiple divided parts,
During maintenance, it is not necessary to remove the entire cover, and by removing one or more portions of the cover, the inside of the seismic isolation support can be exposed. Therefore, the state of deterioration inside the seismic isolation support can be visually determined, and water and dust inside the support can be cleaned.

【0035】また、一体のカバー体であれば構造物を持
ち上げて免震支持体を解体しなければならなかったが、
一部の取り外しができるため、構造物の持ち上げおよび
免震支持体の解体等の面倒かつ費用のかかる作業が不要
になる。また、免震支持体の取付けに際して、カバー体
が一体であるときは、予め免震支持体にカバー体を取り
付けておく必要があり、カバー体が免震支持体の取付け
に邪魔になり易いが、本発明のように、カバー体を分割
しておけば、免震支持体の取りつけ後にカバー体を取り
付けることができ、邪魔にならない。
In the case of an integral cover, the structure must be lifted and the seismic isolation support must be disassembled.
Partial removal eliminates the need for cumbersome and expensive operations such as lifting structures and dismantling seismic isolation supports. In addition, when attaching the seismic isolation support, when the cover body is integral, it is necessary to attach the cover body to the seismic isolation support in advance, and the cover body tends to hinder the attachment of the seismic isolation support. If the cover body is divided as in the present invention, the cover body can be attached after the seismic isolation support is attached, so that it is not an obstacle.

【0036】また、請求項2の発明によれば、少なくと
も通常時には確実にカバー体によって転動面・摺動面を
覆うことができる。したがって、カバー体の変形を考慮
する必要がなくなり、簡単かつ安価な構成で埃等の異物
や雨水等の侵入を防止することができる。
According to the second aspect of the present invention, the rolling surface and the sliding surface can be surely covered with the cover at least in a normal state. Therefore, it is not necessary to consider the deformation of the cover body, and it is possible to prevent foreign matters such as dust and rainwater or the like from entering with a simple and inexpensive configuration.

【0037】この場合、請求項3のように、埃等の異物
や雨水等をより一層侵入しにくくすることができる。そ
れと同時に、他方の端部を水平方向に沿って鍔状に形成
すれば、固定されない該他方の端部が地震時に他方側の
転動面・摺動面の周縁に対して水平方向に移動しても、
これらの転動面等とカバー体とが干渉することを防止で
きる。
In this case, it is possible to make it more difficult for foreign matters such as dust, rainwater and the like to penetrate. At the same time, if the other end is formed in a flange shape along the horizontal direction, the other end which is not fixed moves horizontally with respect to the periphery of the other rolling surface / sliding surface during an earthquake. Even
Interference between these rolling surfaces and the like and the cover body can be prevented.

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

【図1】第1実施形態の免震構造の側面図である。FIG. 1 is a side view of a base isolation structure according to a first embodiment.

【図2】図1の免震構造の断面図である。FIG. 2 is a cross-sectional view of the seismic isolation structure of FIG.

【図3】図1の免震構造のカバー体の取り外し説明図で
ある。
FIG. 3 is an explanatory view of removing a cover body of the seismic isolation structure of FIG. 1;

【図4】第2実施形態の免震構造の側面図である。FIG. 4 is a side view of a base isolation structure according to a second embodiment.

【図5】図4の免震構造の断面図である。FIG. 5 is a sectional view of the seismic isolation structure of FIG.

【図6】第3実施形態の免震構造の側面図である。FIG. 6 is a side view of a base isolation structure according to a third embodiment.

【符号の説明】[Explanation of symbols]

2 基礎 4 建築物(構造物の一例) 6 ボールベアリング 8 免震支持体 10 カバー体 101、102… カバー体各部分 12 ボール保持体 14 下側支持板 18 免震支持体 20 上側支持板 22 カバー体 24 免震支持体 26 上側支持板 28 下側支持板 30 カバー体2 Foundation 4 Building (example of structure) 6 Ball bearing 8 Seismic isolation support 10 Cover body 10 1 , 10 2 … Each part of cover body 12 Ball holder 14 Lower support plate 18 Isolation support 20 Upper support plate 22 cover body 24 seismic isolation support 26 upper support plate 28 lower support plate 30 cover body

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 基礎と構造物との間に介在し、かつ、転
がり支承または滑り支承により前記構造物を水平方向に
移動自在に支持する免震支持体を備えた構造物の免震構
造において、 前記免震支持体における転動面または摺動面を覆うカバ
ー体を備え、カバー体は、分割して免震支持体から取り
付けおよび取り外しが可能な複数の部分からなっている
ことを特徴とする免震構造のカバー体。
1. A seismic isolation structure for a structure having a seismic isolation support interposed between a foundation and a structure and supporting the structure horizontally and freely by a rolling bearing or a sliding bearing. A cover that covers a rolling surface or a sliding surface of the seismic isolation support, wherein the cover includes a plurality of portions that can be divided and attached and detached from the seismic isolation support. Seismically isolated cover body.
【請求項2】 前記カバー体を剛性体で構成し、該カバ
ー体のうち一方のみを基礎側または構造物側に固定し、
かつ、通常時に他方の端部の周縁を他方側の転動面また
は摺動面の周縁に摺動可能に載せたことを特徴とする請
求項1記載の免震構造のカバー体。
2. The cover body is made of a rigid body, and only one of the cover bodies is fixed to a foundation side or a structure side,
2. The cover body of the seismic isolation structure according to claim 1, wherein the periphery of the other end is slidably mounted on the periphery of the other rolling surface or sliding surface in a normal state.
【請求項3】 前記カバー体の他方の端部を水平方向に
沿って鍔状に形成したことを特徴とする請求項2記載の
免震構造のカバー体。
3. The cover body of the seismic isolation structure according to claim 2, wherein the other end of the cover body is formed in a flange shape along the horizontal direction.
JP11690497A 1997-05-07 1997-05-07 Cover body of construction of base isolation Pending JPH10306617A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11690497A JPH10306617A (en) 1997-05-07 1997-05-07 Cover body of construction of base isolation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11690497A JPH10306617A (en) 1997-05-07 1997-05-07 Cover body of construction of base isolation

Publications (1)

Publication Number Publication Date
JPH10306617A true JPH10306617A (en) 1998-11-17

Family

ID=14698527

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11690497A Pending JPH10306617A (en) 1997-05-07 1997-05-07 Cover body of construction of base isolation

Country Status (1)

Country Link
JP (1) JPH10306617A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007191967A (en) * 2006-01-20 2007-08-02 Panahome Corp Base isolation residence
JP2011043031A (en) * 2009-08-24 2011-03-03 Takenaka Komuten Co Ltd Seismic isolation structure and seismic isolation construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007191967A (en) * 2006-01-20 2007-08-02 Panahome Corp Base isolation residence
JP2011043031A (en) * 2009-08-24 2011-03-03 Takenaka Komuten Co Ltd Seismic isolation structure and seismic isolation construction

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