JP2002048190A - Lamination layer rubber for seismic isolation - Google Patents

Lamination layer rubber for seismic isolation

Info

Publication number
JP2002048190A
JP2002048190A JP2000186494A JP2000186494A JP2002048190A JP 2002048190 A JP2002048190 A JP 2002048190A JP 2000186494 A JP2000186494 A JP 2000186494A JP 2000186494 A JP2000186494 A JP 2000186494A JP 2002048190 A JP2002048190 A JP 2002048190A
Authority
JP
Japan
Prior art keywords
rubber
seismic isolation
thick
hard plate
outer peripheral
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
JP2000186494A
Other languages
Japanese (ja)
Inventor
Yasuhiro Miyauchi
康宏 宮内
Norio Nishikawa
典男 西川
Yoritaka Sasaki
頼孝 佐々木
Kenji Fukui
健二 福井
Hiroyuki Sakurai
弘幸 桜井
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.)
Toyo Tire Corp
Original Assignee
Toyo Tire and Rubber Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toyo Tire and Rubber Co Ltd filed Critical Toyo Tire and Rubber Co Ltd
Priority to JP2000186494A priority Critical patent/JP2002048190A/en
Publication of JP2002048190A publication Critical patent/JP2002048190A/en
Pending legal-status Critical Current

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  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To control bending deformation of an outer circumferential edge part of an interior rigid plate and swelling of covering rubber in an outer circumferential direction due to shear compression under high contact pressure and large deformation, and to improve a buckling characteristic, fracture characteristic and histeresis restoring force characteristic. SOLUTION: In a lamination layer rubber for seismic isolation 10 formed by covering with the covering rubber 5 the periphery whole area of a lamination layer body 4 made up by laminating a plurality of rigid plates 2... and rubber- like elastic plates 3... alternately between thick rigid plates 1, 1 to which mounting flanges 6, 6 are retrofittable by way of shear keys 7, 7, the lamination layer rubber 10 is further constructed in which rings 8, 8 made by hard material which hold edge portions 5a of the covering rubber 5 restrictively are arranged between the thick rigid plates 1, 1 around the outer periphery of the lamination layer body 4 and are held to the mounting flanges 6, 6.

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】本発明は免震用積層ゴムに関
し、詳しくは、複数枚の硬質板とゴム状弾性板が交互に
積層されているとともに、その積層方向の少なくとも一
端部側のゴム状弾性板には上記硬質板よりも厚みの大き
い厚肉硬質板が積重され、この厚肉硬質板を含む積層体
全体の外周部が被覆ゴムで被覆されてなり、建築物等の
上部構造体を基礎等の下部構造体上に水平方向に揺動変
位可能に支承し、地震等によって入力される振動の加速
度を低減することにより上部構造体の損壊を未然に防止
するように用いられる免震用積層ゴムに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a laminated rubber for seismic isolation, and more particularly to a laminated rubber having a plurality of hard plates and rubber-like elastic plates alternately laminated, and a rubber-like rubber at least at one end in the laminating direction. A thick hard plate having a thickness greater than that of the hard plate is stacked on the elastic plate, and an outer peripheral portion of the entire laminated body including the thick hard plate is covered with a covering rubber. A seismic isolation device is used to support the base on a lower structure such as a base so that it can be displaced in the horizontal direction so as to prevent damage to the upper structure by reducing the acceleration of vibration input by an earthquake or the like. Related to laminated rubber.

【0002】[0002]

【従来の技術】この種の従来一般の免震用積層ゴムは、
図12に示すように、鋼板等からなる上下の厚肉硬質板
1,1間に鋼板等の複数枚の薄肉硬質板2…とゴム状弾
性板3…とを交互に積層するとともに、上下の厚肉硬質
板1,1を含む積層体4全体の外周部を筒状の被覆ゴム
5で覆い、これらをゴムの加硫接着により一体に接合し
た後、上下の厚肉硬質板1,1に上下の構造体に取付け
るための取付用フランジ6,6をボルト止めなどを介し
て固定することにより構成されていた。
2. Description of the Related Art This kind of conventional general rubber bearing for seismic isolation is:
As shown in FIG. 12, a plurality of thin hard plates 2 such as a steel plate and rubber-like elastic plates 3 are alternately laminated between upper and lower thick hard plates 1 and 1 made of a steel plate or the like. The outer peripheral portion of the entire laminated body 4 including the thick hard plates 1 and 1 is covered with a cylindrical covering rubber 5, and these are integrally joined by vulcanization bonding of the rubber, and then the upper and lower thick hard plates 1 and 1 are joined. The mounting flanges 6, 6 for mounting to the upper and lower structures are fixed by bolting or the like.

【0003】上記のごとく取付用フランジ6,6を後付
け固定するように、積層体4の積層方向の両端部(これ
は少なくとも一端側でよい)に厚肉硬質板1,1を配置
し、これをゴムの加硫接着により一体接合してなる免震
用積層ゴムにおいて、被覆ゴム5は本来、積層体4を外
部と完全に遮断することで、この積層体4を構成する硬
質板1,1及び2…が酸化(錆の発生)したり、ゴム状
弾性板3…が劣化したりすることを防いで積層ゴムの耐
久性向上を図る役目を果たすものである。そのため、こ
の被覆ゴム5はゴム状弾性体3…とは異質の耐候性に優
れたゴム材料から構成される。このような耐候性に優れ
たゴム材料からなる被覆ゴム5の厚みtが厚過ぎると、
積層体4の水平方向のばね剛性が変動して積層ゴムの免
震性能が劣化しやすく、また、被覆ゴム5の厚みtが薄
過ぎると、本来の耐候性が悪化して積層ゴム全体の耐久
性能が低下する。
As described above, thick hard plates 1 and 1 are arranged at both ends (which may be at least one end) in the laminating direction of the laminated body 4 so that the mounting flanges 6 and 6 are retrofitted and fixed. In the laminated rubber for seismic isolation, which is integrally bonded by vulcanization bonding of rubber, the covering rubber 5 is essentially completely blocking the laminated body 4 from the outside, so that the hard plates 1, 1 constituting the laminated body 4 And 2 prevent oxidation (generation of rust) and deterioration of the rubber-like elastic plates 3 to improve the durability of the laminated rubber. Therefore, the covering rubber 5 is made of a rubber material different from the rubber-like elastic bodies 3 and having excellent weather resistance. If the thickness t of the covering rubber 5 made of such a rubber material having excellent weather resistance is too large,
The horizontal spring stiffness of the laminated body 4 fluctuates and the seismic isolation performance of the laminated rubber tends to deteriorate, and if the thickness t of the covering rubber 5 is too thin, the original weather resistance deteriorates and the durability of the entire laminated rubber is deteriorated. Performance decreases.

【0004】それ故に、従来の免震用積層ゴムでは、積
層体4を構成する厚肉硬質板1,1及び積層体4内部の
薄肉硬質板2…の外周寸法(円柱形状の場合の外径寸法
に相当する)を等しくするか、若しくは、ほぼ等しくし
て、その外周部の全域を積層方向の全長に亘って均等ま
たはほぼ均等な厚みを有する、いわゆる、ずん胴タイプ
の筒状被覆ゴム5で被覆させる構成が採られていた。
Therefore, in the conventional laminated rubber for seismic isolation, the outer peripheral dimensions of the thick hard plates 1 and 1 constituting the laminate 4 and the thin hard plates 2 inside the laminate 4 (the outer diameter in the case of a cylindrical shape) (Corresponding to the dimensions) or substantially equal to each other, and a so-called cylinder-type cylindrical covering rubber 5 having a uniform or substantially uniform thickness over the entire length of the outer peripheral portion over the entire length in the laminating direction. Was adopted.

【0005】[0005]

【発明が解決しようとする課題】上記のように厚肉硬質
板1,1を含む積層体4全体の外周部をずん胴タイプの
筒状被覆ゴム5で被覆させてなる従来の免震用積層ゴム
においては、外径寸法が同一で薄肉硬質板2…とゴム状
弾性体3…との積層段数のみを変えて全高の異なる複数
種類の製品(免震用積層ゴム)を製造するにあたって、
高さ調整用スペーサの使用、不使用及び使用数を選択す
るだけで共通金型を用いての成形(製造)が可能で、複
数種類の製品の製造コストの低減と設計及び製造上の自
由度を高めることができるという利点がある。
As described above, a conventional seismic isolation laminate in which the entire outer peripheral portion of the laminate 4 including the thick hard plates 1 and 1 is covered with a cylinder-type cylindrical covering rubber 5. In the case of manufacturing rubber, a plurality of types of products (laminate rubber for seismic isolation) having different overall heights by changing only the number of laminating stages of the thin hard plate 2 having the same outer diameter and the rubber-like elastic body 3.
It is possible to mold (manufacture) using a common mold simply by selecting the use, non-use and number of height adjustment spacers, reducing the manufacturing cost of multiple types of products and the freedom in designing and manufacturing. There is an advantage that can be increased.

【0006】しかしながら、上記構成の従来の免震用積
層ゴムにおいては、被覆ゴム5で覆われている厚肉硬質
板1,1と内部の薄肉硬質板2…との外径寸法が等しい
またはほぼ等しいために、高面圧のもとで地震等によっ
て水平方向に大きく変形したとき、図13に示すよう
に、厚肉硬質板1近く位置する薄肉硬質板2の外周端部
分に剪断圧縮力が働いて曲げモーメントが作用し、この
とき、その曲げを受け止める部位である厚肉硬質板1と
被覆ゴム5との曲げに対する反力が異なる(被覆ゴム5
の方が反力が小さい)ために、両者1,5の境界付近の
位置で薄肉硬質板2の外周端部分2aが曲げ変形されや
すい。
However, in the conventional laminated rubber for seismic isolation having the above-described structure, the outer diameters of the thick hard plates 1, 1 covered with the covering rubber 5 and the inner thin hard plates 2,... Because of the equality, when a large deformation occurs in the horizontal direction due to an earthquake or the like under a high surface pressure, as shown in FIG. 13, a shear compressive force is applied to the outer peripheral end portion of the thin hard plate 2 located near the thick hard plate 1. The bending moment acts to act, and at this time, the reaction force against the bending between the thick hard plate 1 and the covering rubber 5, which are the parts receiving the bending, is different (the covering rubber 5
Is smaller in reaction force), the outer peripheral end portion 2a of the thin hard plate 2 is easily bent and deformed at a position near the boundary between the two.

【0007】また、薄肉硬質板2の外周端部分2aの曲
げ変形に起因して、被覆ゴム5の端部分5aが外周方向
へ膨らみ、この膨らみと薄肉硬質板2の外周端部分2a
の曲げ変形とにより履歴復元力特性が悪化し、その結
果、積層ゴム全体としての座屈特性、破断特性が著しく
低下するのみならず、ばね定数の面圧依存性が大きくな
って所期の免震性能を十分に発揮させることができない
という問題があった。
Also, due to the bending deformation of the outer peripheral end portion 2a of the thin hard plate 2, the end portion 5a of the covering rubber 5 swells in the outer peripheral direction, and this bulge and the outer peripheral end portion 2a of the thin hard plate 2
Hysteresis restoring force characteristics are deteriorated due to the bending deformation of the rubber, and as a result, not only the buckling characteristics and breaking characteristics of the laminated rubber as a whole are remarkably reduced, but also the spring constant becomes more dependent on the surface pressure, resulting in the desired exemption There was a problem that seismic performance could not be fully exhibited.

【0008】本発明は上記実情に鑑みてなされたもの
で、共通金型を使用して高さの異なる複数種類の製品を
低コストに製造できる形態でありながら、高面圧・大変
形時の剪断圧縮による薄肉硬質板の外周端部分の曲げ変
形及び被覆ゴムの外周方向への膨らみを抑制して、座屈
特性、破断特性及び履歴復元力特性を改善し大変形時に
おいても所期の免震性能を十分に発揮させることができ
る免震用積層ゴムを提供することを目的としている。
[0008] The present invention has been made in view of the above-described circumstances, and is a form in which a plurality of types of products having different heights can be manufactured at low cost using a common mold. It suppresses bending deformation of the outer peripheral end of the thin hard plate due to shear compression and bulging of the coated rubber in the outer peripheral direction, improves buckling characteristics, rupture characteristics and hysteresis restoring force characteristics. The purpose of the present invention is to provide a seismic isolation laminated rubber that can sufficiently exhibit seismic performance.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
に、請求項1に記載の発明に係る免震用積層ゴムは、複
数枚の硬質板とゴム状弾性板が交互に積層されていると
ともに、その積層方向の少なくとも一端部側のゴム状弾
性板には上記硬質板よりも厚みの大きい厚肉硬質板が積
重され、この厚肉硬質板を含む積層体全体の外周部が被
覆ゴムで被覆されてなる免震用積層ゴムにおいて、上記
積層体の積層方向における厚肉硬質板が存在する側の端
部外周には、上記被覆ゴムの外周寸法とほぼ等しい内周
寸法を有し、かつ、上記厚肉硬質板との間で被覆ゴムの
端部分を拘束保持する硬質材製のリング体が配置され、
このリング体は上記厚肉硬質板に固定される取付用フラ
ンジに固定保持されていることを特徴とするものであ
る。
In order to achieve the above object, a seismic isolation laminated rubber according to the first aspect of the present invention has a plurality of hard plates and rubber-like elastic plates alternately laminated. At the same time, a thick hard plate having a thickness greater than that of the hard plate is stacked on the rubber-like elastic plate on at least one end side in the laminating direction, and an outer peripheral portion of the entire laminated body including the thick hard plate is covered with rubber. In the seismic isolation laminated rubber covered with, the outer periphery of the end where the thick hard plate exists in the laminating direction of the laminate has an inner peripheral dimension substantially equal to the outer peripheral dimension of the coated rubber, And, a ring member made of a hard material that restrains and holds the end portion of the coated rubber between the thick hard plate and the hard rubber plate is arranged,
The ring body is fixed and held by a mounting flange fixed to the thick hard plate.

【0010】上記構成の請求項1に記載の発明によれ
ば、厚肉硬質板に後付け固定される取付フランジに固定
保持された硬質材製リング体を介して積層体全体の外周
部を被覆する被覆ゴムの端部分を外部から拘束保持して
いるので、高面圧下での地震発生等に伴い水平方向に大
きく変形した時の剪断圧縮力によって厚肉硬質板に近く
位置する積層体内部の硬質板の外周端部分に作用する曲
げがリング体で受け止められて、その外周端部分の曲げ
変形及びそれに起因する被覆ゴム端部分の外周方向への
膨らみを抑制することが可能であり、これら曲げ変形抑
制と被覆ゴム端部分の膨らみ抑制とによって曲げに対す
る反力を確保して履歴復元力特性の安定化並びにばね定
数の面圧依存性の減少が図れる。
[0010] According to the first aspect of the present invention, the outer peripheral portion of the entire laminated body is covered via the hard material ring body fixed and held by the mounting flange which is fixed to the thick hard plate later. Since the end portion of the coated rubber is restrained and held from the outside, the rigidity inside the laminated body located close to the thick-walled hard plate due to the shear compression force when it is greatly deformed in the horizontal direction due to the occurrence of an earthquake under high surface pressure etc. The bending acting on the outer peripheral end portion of the plate is received by the ring body, and it is possible to suppress the bending deformation of the outer peripheral end portion and the swelling of the coated rubber end portion in the outer peripheral direction due to the bending deformation. Suppression and swelling of the coated rubber end portion ensure a reaction force against bending, thereby stabilizing the hysteresis restoring force characteristic and reducing the spring constant's dependency on surface pressure.

【0011】また、積層体の構成部材の一つである厚肉
硬質板の外周部にも被覆ゴムの端部分が存在し、この被
覆ゴムの端部分をその外部から上記リング体で拘束する
ことにより、積層体の内部と外部とを完全に遮断して、
厚肉硬質板及び内部の硬質板の酸化防止とゴム状弾性板
の劣化防止が図れる共に、大変形時に厚肉硬質板とこれ
に積重され接着されたゴム状弾性板との外周端部に働く
剪断応力を被覆ゴムの端部分で分散緩和してゴム状弾性
板の厚肉硬質板からの剥離防止も図れる。
Further, an end portion of the coated rubber also exists on the outer peripheral portion of the thick hard plate which is one of the constituent members of the laminated body, and the end portion of the coated rubber is restrained from the outside by the ring body. By completely shutting off the inside and outside of the laminate,
In addition to preventing oxidation of the thick hard plate and the inner hard plate and preventing deterioration of the rubber-like elastic plate, the outer peripheral edge of the thick hard plate and the rubber-like elastic plate stacked and adhered to it at the time of large deformation The working shear stress is dispersed and relaxed at the end portion of the coated rubber, so that the rubbery elastic plate can be prevented from peeling from the thick hard plate.

【0012】以上のような各作用の相乗によって、積層
ゴム全体としての座屈特性、破断特性及び履歴復元力特
性を改善し大変形に対する免震性能の著しい向上を図る
ことができるとともに、耐久性能を高めて設置から長期
間経過後に地震等が発生したような場合でも所定の免震
性能を確実に発揮させることができる。
By the synergistic effects of the above-described actions, the buckling characteristics, rupture characteristics, and hysteresis characteristics of the entire laminated rubber can be improved, and the seismic isolation performance against large deformation can be significantly improved. Therefore, even if an earthquake or the like occurs after a long period of time from the installation, a predetermined seismic isolation performance can be reliably exhibited.

【0013】上記構成の請求項1に記載の発明に係る免
震用積層ゴムにおける厚肉硬質板に対する取付用フラン
ジの固定手段として、ボルトによる固定手段を用いても
よいが、特に、請求項2に記載のように、両者の対向面
それぞれに形成した座ぐり部に嵌入させた剪断キーによ
る固定手段を用いることによって、水平方向の変形に伴
い作用する剪断力に対抗させるために多数本のボルトの
使用が必要で、それに伴って、厚肉硬質板及び取付用フ
ランジにも多くの加工工数を必要とするボルトによる固
定手段に比べて、固定部構造を簡単にしてコストの低減
が図れる上に、取付用フランジを厚肉硬質板に確実、強
力に固定して積層ゴムによる免震性能を確実に発揮させ
ることができる。
[0013] As a means for fixing the mounting flange to the thick hard plate in the seismic isolation laminated rubber according to the first aspect of the present invention, a fixing means using bolts may be used. As described in the above, by using a fixing means by a shearing key fitted into a counterbore formed on each of the opposing surfaces, a number of bolts are used to counter the shearing force acting upon horizontal deformation. It is necessary to use a bolt, and accordingly, it is possible to simplify the structure of the fixing part and reduce the cost as compared with the fixing means using bolts, which also requires a large number of processing steps for the thick hard plate and the mounting flange. In addition, the mounting flange can be securely and strongly fixed to the thick hard plate, so that the seismic isolation performance of the laminated rubber can be reliably exhibited.

【0014】また、上記構成の請求項1または2に記載
の発明に係る免震用積層ゴムにおいて、請求項3に記載
のように、積層体における複数枚の硬質板のうち、少な
くとも厚肉硬質板側に位置する1枚または数枚の硬質板
の外周寸法を、厚肉硬質板の外周寸法よりも小さく形成
することにより、積層ゴムが水平方向に大きく変形した
時の厚肉硬質板近くに位置する積層体内部の硬質板外周
端部分の曲げ変形をより一層少なくすることができる。
[0014] In the laminated rubber for seismic isolation according to the first or second aspect of the present invention, at least one of the plurality of hard plates of the laminated body has a thick rigidity. By forming the outer dimension of one or several hard plates located on the plate side smaller than the outer dimension of the thick hard plate, it is close to the thick hard plate when the laminated rubber is largely deformed in the horizontal direction. It is possible to further reduce the bending deformation of the outer peripheral edge portion of the hard plate located inside the laminated body.

【0015】また、上記のようなリング体を備えた免震
用積層ゴムにおいては、大変形時に被覆ゴムの端部分に
リング体が干渉して被覆ゴムに亀裂が発生したり、外周
面を傷付けやすいという新たな問題が生じる。これの解
決手段として、請求項1ないし3りいずれかに記載の発
明では、請求項4に記載のように、厚肉硬質板とほぼ等
しい厚みを有するリング体の被覆ゴム端部分の外周面と
接するエッジ部分を円弧状に形成したり、請求項5に記
載のように、被覆ゴムの端部分の外周面と接するリング
体の内周面を取付用フランジに近付くほど内周寸法が漸
次小さくなるようなテーパー面に形成したり、請求項6
に記載のように、リング体の厚みを厚肉硬質板の厚みよ
り小さくし、かつ、被覆ゴムの端部分の外周面と接する
エッジ部分を円弧状に形成したり、さらにはリング体の
内周面に滑剤を塗布したりする手段を採用する。これら
手段を採用することによって、大変形時の剪断圧縮に対
して被覆ゴムが滑らかに伸縮して応力、ひずみを分散
し、被覆ゴムに亀裂が発生したり、外周面に傷が付いた
りすることを防止し、長期間に亘る設置使用後において
も被覆ゴム本来の機能を確実に維持することができる。
In the laminated rubber for seismic isolation provided with the above-mentioned ring member, the ring member interferes with the end portion of the coated rubber during a large deformation, causing cracks in the coated rubber or damaging the outer peripheral surface. A new problem arises. As a means for solving this problem, in the invention according to any one of claims 1 to 3, as described in claim 4, the outer peripheral surface of the coated rubber end portion of the ring body having substantially the same thickness as the thick hard plate is provided. The inner peripheral dimension is gradually reduced as the contacting edge portion is formed in an arc shape or the inner peripheral surface of the ring body which comes into contact with the outer peripheral surface of the end portion of the covering rubber is closer to the mounting flange. Or a tapered surface as described above.
As described in the above, the thickness of the ring body is made smaller than the thickness of the thick-walled hard plate, and the edge portion in contact with the outer peripheral surface of the end portion of the coated rubber is formed in an arc shape, Means for applying a lubricant to the surface is adopted. By adopting these means, the coating rubber can expand and contract smoothly due to shear compression during large deformation, dispersing stress and strain, causing cracks in the coating rubber and scratching the outer peripheral surface And the original function of the coated rubber can be reliably maintained even after installation and use for a long period of time.

【0016】さらに、上記構成の請求項1ないし4のい
ずれかに記載の発明に係る免震用積層ゴムにおいて、請
求項7に記載のように、上記リング体を、取付フランジ
に形成された座ぐり部に嵌合して固定保持させ、かつ、
このリング体の取付フランジ側の一部分を上記厚肉硬質
板の外周面に形成された凹部に嵌合させる構成を採用す
ることにより、大変形時に積層ゴムに作用する剪断力を
リング体の嵌合部で受け止めて厚肉硬質板と取付フラン
ジとの間に特別な剪断キーを設けなくともよくなり、全
体構造を一層簡単なものとすることができる。
Further, in the laminated rubber for seismic isolation according to any one of claims 1 to 4 having the above-mentioned structure, as described in claim 7, the ring body is provided with a seat formed on a mounting flange. Fit into the counterbore to fix and hold, and
By adopting a configuration in which a part of the ring body on the mounting flange side is fitted into a concave portion formed on the outer peripheral surface of the thick hard plate, the shear force acting on the laminated rubber during large deformation is fitted to the ring body. It is not necessary to provide a special shearing key between the thick-walled hard plate and the mounting flange to be received by the portion, and the overall structure can be further simplified.

【0017】また、上記と同様な目的を達成するため
に、請求項8に記載の発明に係る免震用積層ゴムは、複
数枚の硬質板とゴム状弾性板が交互に積層されていると
ともに、その積層方向の両端部側のゴム状弾性板には上
記硬質板よりも厚みの大きい厚肉硬質板が積重され、こ
の厚肉硬質板を含む積層体全体の外周部が被覆ゴムで被
覆され、かつ、積層体の積層方向両端の厚肉硬質板には
上下の構造体に取付けるための一対の取付用フランジが
固定されてなる免震用積層ゴムにおいて、上記一対の取
付用フランジと積層体の積層方向両端の厚肉硬質板と
が、両者の対向面それぞれに形成した座ぐり部に嵌入さ
せた剪断キーを介して固定されているとともに、上記一
対の取付用フランジには、上記被覆ゴムの外周寸法とほ
ぼ等しい内周寸法及び上記厚肉硬質板の厚みとほぼ等し
い厚みを有し、その内周面と上記厚肉硬質板の外周面と
の間で被覆ゴムの端部分を拘束保持する硬質材製のリン
グ体が固定保持されていることを特徴とするものであ
る。
Further, in order to achieve the same object as described above, the laminated rubber for seismic isolation according to the invention of claim 8 has a structure in which a plurality of hard plates and rubber-like elastic plates are alternately laminated. On the rubber-like elastic plates at both ends in the laminating direction, thick thick hard plates having a thickness greater than the above-mentioned hard plate are stacked, and the outer peripheral portion of the entire laminated body including the thick hard plates is covered with the coated rubber. In the seismic isolation laminated rubber, a pair of mounting flanges for mounting to upper and lower structures are fixed to the thick hard plates at both ends in the laminating direction of the laminated body. The thick rigid plates at both ends in the stacking direction of the body are fixed via shearing keys fitted into counterbore portions formed on each of the opposing surfaces thereof, and the pair of mounting flanges are covered with the coating. Inner circumference dimension almost equal to outer circumference dimension of rubber and A ring member made of a hard material that has a thickness substantially equal to the thickness of the thick hard plate and that restrains and holds the end portion of the coated rubber between its inner peripheral surface and the outer peripheral surface of the thick hard plate is fixedly held. It is characterized by having been done.

【0018】上記構成の請求項8に記載の発明によれ
ば、積層体全体の外周部を被覆する被覆ゴムの端部分が
厚肉硬質板の外周面と取付用フランジに固定保持された
硬質材製リング体の内周面との間で拘束保持しているの
で、地震発生等に伴い水平方向に大きく変形した時の剪
断圧縮力によって厚肉硬質板に近く位置する積層体内部
の硬質板の外周端部分に作用する曲げをリング体で受け
止めて、硬質板の外周端部分の曲げ変形を抑制する作用
と被覆ゴム端部分の外周方向への膨らみを抑制する作用
との相乗によって曲げに対する反力を確保して履歴復元
力特性の安定化並びにばね定数の面圧依存性の減少が図
れる。
According to the eighth aspect of the present invention, the hard material is such that the end portion of the covering rubber covering the outer peripheral portion of the entire laminate is fixedly held on the outer peripheral surface of the thick hard plate and the mounting flange. Because it is restrained and held between the inner peripheral surface of the ring body and the rigid plate inside the laminate located close to the thick hard plate due to the shear compression force when it is greatly deformed in the horizontal direction due to the occurrence of an earthquake, etc. The reaction force against bending is obtained by synthesizing the effect of suppressing the bending deformation of the outer peripheral end portion of the hard plate and the effect of suppressing the outward expansion of the coated rubber end portion by receiving the bending acting on the outer peripheral end portion with the ring body. As a result, it is possible to stabilize the history restoring force characteristic and reduce the dependency of the spring constant on the surface pressure.

【0019】加えて、地震発生等による水平方向の変形
に伴い上下の構造体と厚肉硬質板を含む積層体との間に
働く剪断力は、積層体の構成部材の一つである厚肉硬質
板と上下の構造体への取付用フランジとの固定手段とし
て使用した剪断キーで受止めてリング体には剪断力がほ
とんど働かないようにしているので、変形時における剪
断力によってリング体が変形破損したり、積層体に対し
て位置変動して被覆ゴム端部分の拘束保持作用を低下あ
るいは不良にしたりするおそれが全くなく、軽小なリン
グ体を用いながらも、このリング体による本来の作用、
つまり、水平方向への変形時における硬質板の外周端部
分の曲げ変形抑制作用及び被覆ゴム端部分の膨らみ抑制
作用を確実に発揮させることが可能である。
In addition, the shearing force acting between the upper and lower structures and the laminated body including the thick rigid plate due to the horizontal deformation due to the occurrence of an earthquake, etc., is one of the constituent members of the laminated body. The ring body is hardly subjected to any shearing force by receiving it with the shear key used as a means for fixing the hard plate and the mounting flange to the upper and lower structures, so the ring body is deformed by the shearing force at the time of deformation. There is no danger of deformation and breakage, or the position of the laminated body fluctuating and the restraining / retaining effect of the coated rubber end part being reduced or deteriorated. Action,
That is, it is possible to reliably exert the effect of suppressing the bending deformation of the outer peripheral end portion of the hard plate and the effect of suppressing the swelling of the coated rubber end portion during the deformation in the horizontal direction.

【0020】また、取付用フランジの厚肉硬質板への固
定手段に剪断キーを用いることによって、剪断力に対抗
させるために多数本のボルトを使用し、それに伴って、
厚肉硬質板及び取付用フランジにも多くの加工工数を必
要とするボルトによる固定手段に比べて、固定部の構造
を簡単にしてコストの低減が図れる。
Further, by using a shearing key as a means for fixing the mounting flange to the thick-walled hard plate, a large number of bolts are used to counter the shearing force.
The structure of the fixing portion can be simplified and the cost can be reduced as compared with a fixing means using bolts, which requires a large number of processing steps for the thick hard plate and the mounting flange.

【0021】以上のように、剪断キーの使用とリング体
による被覆ゴム端部分を拘束保持作用との相乗によっ
て、全体をできるだけ構造簡単かつ低コストに構成しつ
つ、積層ゴム全体としての座屈特性、破断特性及び履歴
復元力特性を改善し大変形に対する免震性能の著しい向
上を図ることができるとともに、その耐久性能を高めて
長期間経過後も所定の免震性能を安定よく確保すること
ができる。
As described above, the buckling characteristics of the laminated rubber as a whole can be made as simple as possible and at a low cost by the synergistic effect of the use of the shearing key and the action of holding and holding the coated rubber end portion by the ring body. In addition to improving the breaking characteristics and hysteresis characteristics, the seismic isolation performance against large deformation can be remarkably improved, and its durability is enhanced to ensure the required seismic isolation performance stably even after a long period of time. it can.

【0022】[0022]

【発明の実施の形態】以下、本発明の一実施の形態を図
面に基づいて説明する。図1は本発明に係る免震用積層
ゴム全体の断面構造を示し、この免震用積層ゴム10
は、鋼板等からなる円形の上下の厚肉硬質板1,1間に
鋼板等の複数枚の薄肉硬質板2…とゴム状弾性板3…と
を交互に積層するとともに、上下の厚肉硬質板1,1を
含む円柱状の積層体4全体の外周部をずん胴タイプの円
筒状被覆ゴム5で被覆し、これらをゴムの加硫接着によ
り一体に接合し、その一体接合後において、上下の厚肉
硬質板1,1に上下の構造体A,Bに取付けるための取
付用フランジ6,6を両者1,6の対向面それぞれに形
成した座ぐり部1A,6Aに嵌入させた剪断キー7を介
して固定することにより構成されている。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows the cross-sectional structure of the entire rubber bearing for seismic isolation according to the present invention.
A plurality of thin hard plates 2 such as steel plates and rubber-like elastic plates 3 are alternately laminated between circular upper and lower thick hard plates 1 and 1 made of a steel plate or the like, The outer periphery of the entire columnar laminated body 4 including the plates 1 and 1 is covered with a cylinder-type cylindrical covering rubber 5, and these are integrally joined by vulcanization bonding of the rubber. A shearing key in which mounting flanges 6, 6 for mounting the upper and lower structures A, B on the thick-walled hard plates 1, 1 are fitted into counterbore portions 1A, 6A formed on opposing surfaces of the two. 7 for fixing.

【0023】ここで、積層体4を構成するゴム状弾性板
3としては、天然ゴム系ゴム材料や高減衰ゴム材料が使
用され、被覆ゴム5としては、天然ゴム(NR)、SB
R、IR、CR、EPDなどの耐候性及び耐薬品性に優
れたゴム材料が使用される。また、硬質板1,2として
は、鋼板、鉄板、アルミ板、銅板、SUS板等の金属板
以外に、硬質プラスチック板を使用してもよい。さら
に、免震用積層ゴム10は、水平方向のあらゆる向きの
揺れに対応できるように、円柱形状とすることが好まし
いが、四角形、五角形などの多角形状であってもよい。
Here, a natural rubber-based rubber material or a high damping rubber material is used for the rubber-like elastic plate 3 constituting the laminate 4, and natural rubber (NR), SB
A rubber material having excellent weather resistance and chemical resistance such as R, IR, CR, and EPD is used. Further, as the hard plates 1 and 2, a hard plastic plate may be used in addition to a metal plate such as a steel plate, an iron plate, an aluminum plate, a copper plate, and a SUS plate. Furthermore, the seismic isolation laminated rubber 10 is preferably formed in a cylindrical shape so as to be able to cope with swings in all directions in the horizontal direction, but may be formed in a polygonal shape such as a square or a pentagon.

【0024】上記免震用積層ゴム10における積層体4
の積層方向の両端部外周には、筒状被覆ゴム5の外径寸
法Dとほぼ等しい内径寸法d0を有し、かつ、上記厚肉
硬質板1の外周面との間で筒状被覆ゴム5の端部分5a
を拘束保持する鋼材等の硬質材製リング体8が配置され
ており、この硬質材製リング体8は上記取付フランジ6
にボルト9を介して固定保持されている。
Laminate 4 in Seismic Isolation Rubber 10
Has an inner diameter d0 substantially equal to the outer diameter D of the cylindrical covering rubber 5 and has a cylindrical covering rubber 5 between the outer peripheral surface of the thick hard plate 1 and End portion 5a
A ring member 8 made of a hard material such as a steel material, which restrains and holds the ring, is arranged.
Are fixedly held through bolts 9.

【0025】上記硬質材製リング体8として、本実施の
形態では、図2〜図4に明示するように、厚肉硬質板1
の厚みt1とほぼ等しい厚みt2を有し、かつ、筒状被
覆ゴム5の端部分5aの外周面5bと接するエッジ部分
8eが円弧状に形成されているものを使用するが、これ
以外に、図5に明示するように、筒状被覆ゴム5の端部
分5aの外周面5bと接するエッジ部分8eが円弧状に
形成されているとともに、その内周面8bが取付フラン
ジ6に近付くほど内径寸法が漸次小さくなるようなテー
パー面に形成されたもの、あるいは、図6に明示するよ
うに、厚肉硬質板1の厚みt1よりも小さい厚みt3を
有し、かつ、筒状被覆ゴム5の端部分5aの外周面5b
と接するエッジ部分8eが円弧状に形成されたものを使
用してもよく、さらに、リング体8の内周面8bに滑ら
かな材質のコーティングを施したり、滑剤を塗布したり
して用いてもよい。これらはいずれも、免震用積層ゴム
10が水平方向に大変形した時の剪断圧縮に対して被覆
ゴム5が滑らかに伸縮して応力、ひずみを分散するよう
にして、大変形時にリング体8が被覆ゴム5の端部分5
aに干渉することに起因して発生する被覆ゴム5の亀裂
や内周面8bの傷付き防止のための手段である。
In the present embodiment, as the hard material ring body 8, as shown in FIGS.
The thickness t2 is substantially equal to the thickness t1, and the edge portion 8e in contact with the outer peripheral surface 5b of the end portion 5a of the tubular covering rubber 5 is formed in an arc shape. As shown in FIG. 5, an edge portion 8 e in contact with the outer peripheral surface 5 b of the end portion 5 a of the tubular covering rubber 5 is formed in an arc shape, and the inner diameter becomes smaller as the inner peripheral surface 8 b approaches the mounting flange 6. Is formed on a tapered surface such that is gradually reduced, or as shown in FIG. 6, has a thickness t3 smaller than the thickness t1 of the thick-walled hard plate 1, and has an end of the tubular covering rubber 5. Outer peripheral surface 5b of portion 5a
The edge portion 8e in contact with the ring member 8 may be formed in an arc shape, and the inner peripheral surface 8b of the ring body 8 may be coated with a smooth material or a lubricant may be applied. Good. In any of these, the cover rubber 5 smoothly expands and contracts and disperses stress and strain in response to shear compression when the seismic isolation laminated rubber 10 undergoes large deformation in the horizontal direction. Is the end portion 5 of the covering rubber 5
This is a means for preventing cracks of the coating rubber 5 and damage to the inner peripheral surface 8b caused by interference with the inner peripheral surface 8b.

【0026】また、積層体4における複数枚の薄肉硬質
板2…と厚肉硬質板1との外径寸法の関係として、本実
施の形態では、図7に示すように、全ての薄肉硬質板2
…の外径寸法d2を厚肉硬質板1の外径寸法d1よりも
均等に小さくしているが、これ以外に、図8の(a)〜
(d)に示すように、厚肉硬質板1に近く位置する数枚
の薄肉硬質板2の外径寸法d2を厚肉硬質板1の外径寸
法d1よりも均等に小さくしたり、あるいは、外径寸法
d2が厚肉硬質板1の外径寸法d1よりも小さい数枚の
薄肉硬質板2の外周寸法にも相互に差を付けて段階的に
変化を付けたりしてもよく、また、厚肉硬質板1に最も
近く位置する1枚の薄肉硬質板2のみの外径寸法を小さ
くしてもよい。これらはいずれも、免震用積層ゴム10
が水平方向に大変形した場合、厚肉硬質板1に近く位置
する薄肉硬質板2の外周端部分2aの曲げ変形を一層少
なくするための手段である。
In the present embodiment, as shown in FIG. 7, all of the thin hard plates 2 are formed as a relationship between the outer diameters of the plurality of thin hard plates 2... 2
Are uniformly smaller than the outer diameter d1 of the thick-walled hard plate 1, but in addition to FIG.
As shown in (d), the outer diameter d2 of several thin hard plates 2 located close to the thick hard plate 1 is made evenly smaller than the outer diameter d1 of the thick hard plate 1, or The outer diameter of several thin hard plates 2 whose outer diameter d2 is smaller than the outer diameter d1 of the thick hard plate 1 may be varied stepwise by making a difference between them. The outer diameter of only one thin hard plate 2 located closest to the thick hard plate 1 may be reduced. These are all seismic isolation laminated rubber 10
Is a means for further reducing the bending deformation of the outer peripheral end portion 2a of the thin hard plate 2 located close to the thick hard plate 1 when large deformation occurs in the horizontal direction.

【0027】さらに、積層体4における複数枚の薄肉硬
質板2…のうち、厚肉硬質板1に近く位置する1〜数枚
の薄肉硬質板2を例えばS45Cから構成し、その他の
薄肉硬質板2を例えばSS400から構成するといった
ように、厚肉硬質板1に近く位置する1〜数枚の薄肉硬
質板2の材質をその他の薄肉硬質板の材質より高剛性に
することによって、耐曲げ変形性を一層向上することが
可能である。
Further, among the plurality of thin hard plates 2 in the laminated body 4, one to several thin hard plates 2 located close to the thick hard plate 1 are made of, for example, S45C. By making the material of one or several thin hard plates 2 located closer to the thick hard plate 1 higher than the material of other thin hard plates, for example, by forming the SS 2 from the SS400, bending deformation resistance is improved. It is possible to further improve the performance.

【0028】上記のように構成された免震用積層ゴム1
0においては、厚肉硬質板1に剪断キー7を介して固定
された取付フランジ6にボルト9を介し固定保持された
硬質材製リング体8によって積層体4全体の外周部を被
覆する筒状被覆ゴム5の端部分5aが外部から拘束保持
されているので、高面圧下での地震発生等に伴い積層ゴ
ム10が図2の通常状態から図3のように水平方向に大
きく変形した時の剪断圧縮力によって厚肉硬質板1に近
く位置する積層体4内部の薄肉硬質板2の外周端部分2
aに作用する曲げがリング体8で受け止められるため、
その外周端部分2aの曲げ変形を抑制するとともに被覆
ゴム5の端部分5aの外周方向への膨らみも抑制するこ
とが可能であり、これら曲げ変形抑制と被覆ゴム5の端
部分5aの膨らみ抑制とによって曲げに対する反力を確
保して履歴復元力特性の安定化並びにばね定数の面圧依
存性の減少を図ることが可能である。
The laminated rubber for seismic isolation 1 constructed as described above
At 0, a cylindrical member that covers the entire outer peripheral portion of the laminated body 4 with a hard material ring body 8 fixed and held via bolts 9 to a mounting flange 6 fixed to the thick hard plate 1 via a shear key 7 via a bolt 9 Since the end portion 5a of the covering rubber 5 is restrained and held from the outside, when the laminated rubber 10 is largely deformed in the horizontal direction from the normal state of FIG. Peripheral end portion 2 of thin hard plate 2 inside laminate 4 located close to thick hard plate 1 due to shear compression force
Since the bending acting on a is received by the ring body 8,
It is possible to suppress bending deformation of the outer peripheral end portion 2a and also suppress swelling of the end portion 5a of the coating rubber 5 in the outer circumferential direction, thereby suppressing bending deformation and swelling of the end portion 5a of the coating rubber 5. Accordingly, it is possible to secure the reaction force against bending and to stabilize the hysteresis restoring force characteristic and reduce the dependency of the spring constant on the surface pressure.

【0029】また、積層体4の構成部材の一つである厚
肉硬質板1の外周部を覆う被覆ゴム5の端部分5aがそ
の外部から上記リング体8で拘束されているので、被覆
ゴム5によって積層体4の内部と外部とを完全に遮断し
て、厚肉硬質板1及び内部の薄肉硬質板2…の酸化防止
とゴム状弾性板3…の劣化防止が図れる共に、大変形時
に厚肉硬質板1とこれに積重され接着されたゴム状弾性
板3との外周端部に働く剪断応力を被覆ゴム5の端部分
5aで分散緩和してゴム状弾性板3が厚肉硬質板1から
剥離することも防止することが可能である。
Further, since the end portion 5a of the covering rubber 5 covering the outer peripheral portion of the thick hard plate 1, which is one of the constituent members of the laminated body 4, is restrained from outside by the ring body 8, the covering rubber 5 is provided. 5 completely prevents the inside and outside of the laminated body 4 from being oxidized, thereby preventing oxidation of the thick hard plate 1 and the thin hard plates 2 inside and deterioration of the rubber-like elastic plates 3. The shear stress acting on the outer peripheral end of the thick hard plate 1 and the rubber-like elastic plate 3 stacked and adhered to the thick hard plate 1 is dispersed and alleviated by the end portion 5a of the covering rubber 5 so that the rubber-like elastic plate 3 becomes thick and hard. Peeling from the plate 1 can also be prevented.

【0030】さらに、上記硬質材製リング体8として、
図4〜図6に示したような構成のものを使用することに
よって、免震用積層ゴム10が水平方向に大変形した時
の剪断圧縮に対して被覆ゴム5が滑らかに伸縮して応
力、ひずみを分散して、リング体8が被覆ゴム5の端部
分5aに干渉することに起因する被覆ゴム5の亀裂や内
周面8bの傷付きの発生を防止することも可能である。
Further, as the ring member 8 made of a hard material,
By using the structure shown in FIGS. 4 to 6, the covering rubber 5 smoothly expands and contracts against the shear compression when the seismic isolation laminated rubber 10 undergoes a large deformation in the horizontal direction. By dispersing the strain, it is also possible to prevent cracks in the coating rubber 5 and damage to the inner peripheral surface 8b caused by the ring body 8 interfering with the end portion 5a of the coating rubber 5.

【0031】以上のような各作用の相乗によって、積層
ゴム10全体としての座屈特性、破断特性及び履歴復元
力特性を大幅に改善して大変形に対する免震性能の著し
い向上を図ることができるとともに、耐久性能を高めて
設置から長期間経過後に地震等が発生したような場合で
も所定の免震性能を確実に発揮させることができる。
By the synergistic effects of the above-described operations, the buckling characteristics, the breaking characteristics, and the hysteresis restoring force characteristics of the laminated rubber 10 as a whole can be significantly improved, and the seismic isolation performance against large deformation can be significantly improved. In addition, even if an earthquake or the like occurs after a long time has elapsed since the installation, the predetermined seismic isolation performance can be reliably exhibited even if the durability is enhanced.

【0032】図9及び図10は本発明の他の実施の形態
による免震用積層ゴム全体の半縦断面構造図及び要部の
拡大断面図であり、この他の実施の形態による免震用積
層ゴムおける積層体4の構成及びその積層体4の構成部
材の一つである厚肉硬質板1,1と上下の構造体A,B
への取付用フランジ6,6との固定手段として剪断キー
7,7を使用していることは図1及び図2で示す上記実
施の形態による免震用積層ゴムと同一であるため、それ
らについての詳細な説明は省略する。
FIGS. 9 and 10 are a semi-longitudinal cross-sectional structure view and an enlarged cross-sectional view of a main part of the entire rubber bearing for seismic isolation according to another embodiment of the present invention. The structure of the laminated body 4 in the laminated rubber and the thick hard plates 1, 1 which are one of the constituent members of the laminated body 4 and the upper and lower structures A, B
The use of the shearing keys 7, 7 as a means for fixing to the mounting flanges 6, 6 is the same as the seismic isolation laminated rubber according to the embodiment shown in FIGS. The detailed description of is omitted.

【0033】そして、この他の実施の形態では、図10
に明示するように、剪断キー7を介して厚肉硬質板1に
固定された取付用フランジ6に、筒状被覆ゴム5の外径
寸法Dとほぼ等しい内径寸法d0及び上記厚肉硬質板1
の厚みt1とほぼ等しい厚みt2を有し、かつ、径方向
幅wを非常に小さくした鋼材製あるいは硬質樹脂製のリ
ング体8´を取付用フランジ6側から螺合させたボルト
9を介して固定保持してなり、このリング体8´の内周
面で筒状被覆ゴム5の端部分5aの外周面5bと接する
エッジ部分8eを円弧状に形成したものである。
In another embodiment, FIG.
As shown in FIG. 3, the mounting flange 6 fixed to the thick hard plate 1 via the shearing key 7 has an inner diameter d0 substantially equal to the outer diameter D of the cylindrical covering rubber 5 and the thick hard plate 1.
Through a bolt 9 having a thickness t2 substantially equal to the thickness t1 and a ring member 8 'made of steel or hard resin having an extremely small radial width w screwed from the mounting flange 6 side. An edge portion 8e which is fixed and held and is in contact with the outer peripheral surface 5b of the end portion 5a of the tubular covering rubber 5 on the inner peripheral surface of the ring body 8 'is formed in an arc shape.

【0034】上記のように構成された免震用積層ゴム1
0においても、上記実施の形態による免震用積層ゴムと
同様に、高面圧下での地震発生等に伴い積層ゴム10が
水平方向に大きく変形した時の剪断圧縮力により厚肉硬
質板1に近く位置する積層体4内部の薄肉硬質板2の外
周端部分2aに作用する曲げをリング体8´で受け止め
ることで、その外周端部分2aの曲げ変形を抑制すると
ともに被覆ゴム5の端部分5aの外周方向への膨らみも
抑制し、これら曲げ変形抑制と被覆ゴム5の端部分5a
の膨らみ抑制とによって曲げに対する反力を確保して履
歴復元力特性の安定化並びにばね定数の面圧依存性の減
少を図ることが可能であるのは勿論、水平方向への変形
に伴い上下の構造体A,Bと厚肉硬質板1,1を含む積
層体4との間に働く剪断力を厚肉硬質板1,1と上下の
取付用フランジ6,6との固定手段として使用した剪断
キー7,7で受止めてリング体8´,8´には剪断力が
ほとんど働かないために、変形時における剪断力によっ
てリング体8´,8´が変形破損したり、積層体4に対
して位置変動して被覆ゴム端部分5aの拘束保持作用を
低下あるいは不良にしたりするおそれが全くない。それ
ゆえに、軽小なリング体8´,8´を用いながらも、薄
肉硬質板2の外周端部分2aの曲げ変形抑制作用及び被
覆ゴム端部分5aの膨らみ抑制作用といった本来の作用
を確実に発揮させることが可能である。
The laminated rubber for seismic isolation 1 configured as described above
At 0, similarly to the seismic isolation laminated rubber according to the above-described embodiment, the thick rigid plate 1 is formed by the shear compression force when the laminated rubber 10 is largely deformed in the horizontal direction due to the occurrence of an earthquake under a high surface pressure. The bending acting on the outer peripheral end portion 2a of the thin hard plate 2 inside the laminated body 4 located nearby is received by the ring body 8 ', thereby suppressing the bending deformation of the outer peripheral end portion 2a and the end portion 5a of the covering rubber 5. Bulging in the outer peripheral direction is also suppressed, and the bending deformation is suppressed and the end portion 5a of the covering rubber 5 is suppressed.
By suppressing the bulge, it is possible to secure the reaction force against bending and to stabilize the hysteresis restoring force characteristic and reduce the dependency of the spring constant on surface pressure. Shearing using the shearing force acting between the structures A and B and the laminated body 4 including the thick hard plates 1 and 1 as a fixing means between the thick hard plates 1 and 1 and the upper and lower mounting flanges 6 and 6 Since the ring members 8 ', 8' hardly act on the ring members 8 ', 8' when received by the keys 7, 7, the ring members 8 ', 8' are deformed and damaged by the shear force at the time of deformation. As a result, there is no possibility that the position of the covering rubber end portion 5a will be reduced or deteriorated due to position fluctuation. Therefore, while using the light and small ring bodies 8 ', 8', the original functions of suppressing the bending deformation of the outer peripheral end portion 2a of the thin hard plate 2 and the swelling of the covering rubber end portion 5a are surely exhibited. It is possible to do.

【0035】なお、上記実施の形態では、硬質材製リン
グ8が、専ら積層体4全体の外周部を被覆する筒状被覆
ゴム5の端部分5aを外部から拘束保持する機能を果た
すだけのものについて説明したが、図11に明示するよ
うに、上記リング体8を、取付フランジ6に形成された
座ぐり部6Bに嵌合させて固定保持させ、かつ、このリ
ング体8の取付フランジ6側の一部分8aを上記厚肉硬
質板1の外周面に形成された凹部1aに嵌合させて端面
同士が相互に接触する構成を採用してもよい。この場合
は、大変形時に積層ゴム10に作用する剪断力をリング
体8の嵌合部分8aで受け止めて厚肉硬質板1と取付フ
ランジ6との間に上記実施の形態で述べたような剪断キ
ー7を特別設けなくても剪断力に十分に対応させること
が可能となり、全体構造を一層簡単なものとすることが
できる。
In the above-described embodiment, the hard material ring 8 merely functions to externally restrain and hold the end portion 5a of the tubular covering rubber 5 covering the outer peripheral portion of the entire laminated body 4. However, as shown in FIG. 11, the ring body 8 is fitted and fixedly held by a counterbore portion 6B formed on the mounting flange 6, and the ring body 8 is mounted on the mounting flange 6 side. A configuration may be adopted in which a part 8a of the above is fitted into a concave portion 1a formed on the outer peripheral surface of the thick hard plate 1 so that the end surfaces contact each other. In this case, the shearing force acting on the laminated rubber 10 at the time of large deformation is received by the fitting portion 8a of the ring body 8 and the shearing force between the thick hard plate 1 and the mounting flange 6 as described in the above embodiment is applied. Even if the key 7 is not specially provided, it is possible to sufficiently cope with the shearing force, and the whole structure can be further simplified.

【0036】[0036]

【発明の効果】以上説明したように、請求項1に記載の
発明によれば、積層体全体の外周部を被覆する筒状被覆
ゴムの端部分を外部から拘束保持する機能を持つ硬質材
製リング体を取付フランジに固定保持させた構成とする
ことにより、厚肉硬質板を含む積層体全体の外周部をい
わゆるずん胴タイプの筒状被覆ゴムで覆わせて、共通金
型の使用で高さの異なる複数種類の製品を低コストに製
造できるという形態を採りながら、高面圧・大変形時の
剪断圧縮による積層体内部の硬質板の外周端部分の曲げ
変形及び被覆ゴムの外周方向への膨らみを抑制して、座
屈特性、破断特性の改善及び履歴復元力特性の安定化、
面圧依存性の減少を図ることができ、したがって、長期
間に亘る設置使用後における大変形時に対しても所期の
免震性能を確実、十分に発揮させることができるという
効果を奏する。
As described above, according to the first aspect of the present invention, a hard material having a function of externally restraining and holding an end portion of a tubular covering rubber covering the outer peripheral portion of the entire laminate is provided. By adopting a configuration in which the ring body is fixedly held on the mounting flange, the outer periphery of the entire laminated body including the thick rigid plate is covered with a so-called cylinder-type cylindrical covering rubber, and the use of a common mold makes it possible to increase the height. Bending deformation of the outer peripheral end of the hard plate inside the laminate due to shear compression during high surface pressure and large deformation and the outer peripheral direction of the coated rubber while adopting the form that multiple types of products with different sizes can be manufactured at low cost. Buckling characteristics, buckling characteristics, improvement of break characteristics and stabilization of hysteresis,
The dependency on the surface pressure can be reduced, and therefore, the desired seismic isolation performance can be reliably and sufficiently exerted even in the case of large deformation after installation and use for a long time.

【0037】請求項1に記載の発明において、特に、請
求項2,3に記載の構成を採用することで、構造簡単に
しつつ、積層体内部の硬質板の外周端部分の曲げ変形を
より少なくして免震性能の耐久性を一層向上することが
できる。
According to the first aspect of the present invention, in particular, by adopting the configuration of the second or third aspect, the bending deformation of the outer peripheral end portion of the hard plate inside the laminate is reduced while simplifying the structure. Thus, the durability of the seismic isolation performance can be further improved.

【0038】また、請求項1に記載の発明において、請
求項4〜7に記載の構成を採用することによって、硬質
材製リング体を用いることに伴って派生する問題も解消
でき、大変形に対して耐久性能の高い積層ゴムを提供す
ることができる。
Further, in the first aspect of the present invention, by adopting the constitutions of the fourth to seventh aspects, problems caused by using a hard material ring body can be solved, and large deformation can be achieved. On the other hand, a laminated rubber having high durability can be provided.

【0039】また、請求項8に記載の発明によれば、剪
断キーの使用とリング体による被覆ゴム端部分を拘束保
持作用との相乗によって、全体をできるだけ構造簡単か
つ低コストに構成しつつ、積層ゴム全体としての座屈特
性、破断特性及び履歴復元力特性を改善し大変形に対す
る免震性能の著しい向上を図ることができるとともに、
その耐久性能を高めて長期間経過後も所定の免震性能を
安定よく確保することができるという効果を奏する。
According to the eighth aspect of the present invention, the use of a shearing key and the action of holding and restraining the coated rubber end portion by the ring body synergistically make the entire structure as simple and cost-effective as possible. While improving the buckling characteristics, rupture characteristics and hysteresis force characteristics of the entire laminated rubber, it is possible to significantly improve the seismic isolation performance against large deformation,
This has the effect of increasing its durability and ensuring a predetermined seismic isolation performance stably even after a long period of time.

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

【図1】本発明の一実施の形態による免震用積層ゴムの
全体断面構造図である。
FIG. 1 is an overall sectional structural view of a laminated rubber for seismic isolation according to an embodiment of the present invention.

【図2】同上免震用積層ゴムが通常状態(非変形状態)
にある時の要部の拡大断面図である。
[Figure 2] Same as above, seismic isolation laminated rubber in normal state (non-deformed state)
FIG. 2 is an enlarged sectional view of a main part at the time of FIG.

【図3】同上免震用積層ゴムが水平方向に大きく変形し
た状態の要部の拡大断面図である。
FIG. 3 is an enlarged cross-sectional view of a main part in a state where the seismic isolation laminated rubber is largely deformed in the horizontal direction.

【図4】同上免震用積層ゴムにおける硬質材製リング体
の要部の拡大断面図である。
FIG. 4 is an enlarged sectional view of a main part of a ring member made of a hard material in the seismic isolation laminated rubber.

【図5】同上硬質材製リング体の変形例を示す要部の拡
大断面図である。
FIG. 5 is an enlarged cross-sectional view of a main part showing a modified example of the hard material ring body.

【図6】同上硬質材製リング体の他の変形例を示す要部
の拡大断面図である。
FIG. 6 is an enlarged cross-sectional view of a main part showing another modified example of the same hard material ring body.

【図7】同上免震用積層ゴムにおける厚肉硬質板と薄肉
硬質板との外径寸法関係の一例を示す要部の拡大断面図
である。
FIG. 7 is an enlarged cross-sectional view of a main part showing an example of an outer diameter relationship between a thick hard plate and a thin hard plate in the seismic isolation laminated rubber.

【図8】(a),(b),(c),(d)は同上免震用
積層ゴムにおける厚肉硬質板と薄肉硬質板との外径寸法
関係の他の例を示す要部の拡大断面図である。
8 (a), (b), (c) and (d) are main parts showing another example of the outer diameter relationship between a thick hard plate and a thin hard plate in the laminated rubber for seismic isolation of the above. It is an expanded sectional view.

【図9】本発明の他の実施の形態による免震用積層ゴム
全体の半縦断面構造図である。
FIG. 9 is a semi-longitudinal cross-sectional structural view of the entire rubber bearing for seismic isolation according to another embodiment of the present invention.

【図10】同上免震用積層ゴムの要部の拡大断面図であ
る。
FIG. 10 is an enlarged cross-sectional view of a main part of the laminated rubber for seismic isolation.

【図11】本発明のもう一つの実施の形態による免震用
積層ゴムの要部の拡大断面図である。
FIG. 11 is an enlarged sectional view of a main part of a laminated rubber for seismic isolation according to another embodiment of the present invention.

【図12】従来の免震用積層ゴムの全体断面構造図であ
る。
FIG. 12 is an overall sectional structural view of a conventional seismic isolation laminated rubber.

【図13】従来の免震用積層ゴムが水平方向に大きく変
形した状態の要部の拡大断面図である。
FIG. 13 is an enlarged cross-sectional view of a main part in a state where the conventional seismic isolation laminated rubber is largely deformed in the horizontal direction.

【符号の説明】[Explanation of symbols]

1 厚肉硬質板 2 内部の薄肉硬質板 3 ゴム状弾性板 4 積層体 5 筒状被覆ゴム 5a 被覆ゴムの端部分 5b 被覆ゴムの外周面 6 取付用フランジ 7 剪断キー 8,8´ 硬質材製リング体 8b リング体の内周面 8e リング体の円弧状エッジ部 10 免震用積層ゴム REFERENCE SIGNS LIST 1 thick hard plate 2 thin hard plate inside 3 rubbery elastic plate 4 laminated body 5 tubular covering rubber 5 a end portion of covering rubber 5 b outer peripheral surface of covering rubber 6 mounting flange 7 shearing key 8, 8 'made of hard material Ring body 8b Inner peripheral surface of ring body 8e Arc-shaped edge of ring body 10 Laminated rubber for seismic isolation

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐々木 頼孝 大阪府大阪市西区江戸堀1丁目17番18号 東洋ゴム工業株式会社内 (72)発明者 福井 健二 大阪府大阪市西区江戸堀1丁目17番18号 東洋ゴム工業株式会社内 (72)発明者 桜井 弘幸 大阪府大阪市西区江戸堀1丁目17番18号 東洋ゴム工業株式会社内 Fターム(参考) 3J048 AA01 AC01 BA08 BB02 DA03 EA38  ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Noritaka Sasaki 1-17-18 Edobori, Nishi-ku, Osaka-shi, Osaka Inside Toyo Tire & Rubber Co., Ltd. (72) Inventor Kenji Fukui 1-1-17 Edobori, Nishi-ku, Osaka-shi, Osaka 18 Toyo Tire & Rubber Co., Ltd. (72) Hiroyuki Sakurai 1-17-18 Edobori, Nishi-ku, Osaka-shi, Osaka F-term in Toyo Tire & Rubber Co., Ltd. 3J048 AA01 AC01 BA08 BB02 DA03 EA38

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 複数枚の硬質板とゴム状弾性板が交互に
積層されているとともに、その積層方向の少なくとも一
端部側のゴム状弾性板には上記硬質板よりも厚みの大き
い厚肉硬質板が積重され、この厚肉硬質板を含む積層体
全体の外周部が被覆ゴムで被覆されてなる免震用積層ゴ
ムにおいて、 上記積層体の積層方向における厚肉硬質板が存在する側
の端部外周には、上記被覆ゴムの外周寸法とほぼ等しい
内周寸法を有し、かつ、上記厚肉硬質板との間で被覆ゴ
ムの端部分を拘束保持する硬質材製のリング体が配置さ
れ、このリング体は上記厚肉硬質板に固定される取付用
フランジに固定保持されていることを特徴とする免震用
積層ゴム。
1. A plurality of hard plates and rubber-like elastic plates are alternately laminated, and a rubber-like elastic plate on at least one end side in the laminating direction has a thicker rigid plate having a thickness greater than that of the hard plate. In the seismic isolation laminated rubber in which the plates are stacked and the outer periphery of the entire laminate including the thick hard plate is covered with the covering rubber, the side where the thick hard plate exists in the lamination direction of the laminate is provided. A ring member made of a hard material that has an inner circumferential size substantially equal to the outer circumferential size of the covering rubber and that restrains and holds the end portion of the covering rubber between the thick hard plate and the outer peripheral portion is disposed on the outer periphery of the end portion. The ring body is fixedly held by a mounting flange fixed to the thick hard plate.
【請求項2】 上記厚肉硬質板に対する取付用フランジ
の固定手段として、 両者の対向面それぞれに形成した座ぐり部に嵌入させた
剪断キーによる固定手段を用いる請求項1に記載の免震
用積層ゴム。
2. The seismic isolation device according to claim 1, wherein said fixing means for fixing said mounting flange to said thick hard plate is a fixing means using a shear key fitted into a counterbore formed on each of the opposing surfaces thereof. Laminated rubber.
【請求項3】 上記積層体における複数枚の硬質板のう
ち、少なくとも厚肉硬質板側に位置する1枚または数枚
の硬質板の外周寸法が、厚肉硬質板の外周寸法よりも小
さく形成されている請求項1または2に記載の免震用積
層ゴム。
3. An outer peripheral dimension of one or several hard plates located at least on the side of the thicker hard plate among the plurality of hard plates in the laminate is formed smaller than an outer peripheral dimension of the thicker hard plate. The laminated rubber for seismic isolation according to claim 1 or 2, which is formed.
【請求項4】 上記リング体は、厚肉硬質板とほぼ等し
い厚みを有し、かつ、被覆ゴムの端部分の外周面と接す
るエッジ部が円弧状に形成されている請求項1ないし3
のいずれかに記載の免震用積層ゴム。
4. The ring body has a thickness substantially equal to that of the thick hard plate, and has an arc-shaped edge portion in contact with an outer peripheral surface of an end portion of the covering rubber.
The laminated rubber for seismic isolation according to any of the above.
【請求項5】 上記被覆ゴムの端部分の外周面と接する
リング体の内周面が、取付用フランジに近付くほど内周
寸法が漸次小さくなるようなテーパー面に形成されてい
る請求項1ないし4のいずれかに記載の免震用積層ゴ
ム。
5. An inner peripheral surface of a ring body which is in contact with an outer peripheral surface of an end portion of the coated rubber is formed in a tapered surface such that an inner peripheral dimension gradually decreases as approaching a mounting flange. 4. The laminated rubber for seismic isolation according to any one of 4.
【請求項6】 上記リング体は、厚肉硬質板の厚みより
小さい厚みを有し、かつ、被覆ゴムの端部分の外周面と
接するエッジ部が円弧状に形成されている請求項1、
2、3または5に記載の免震用積層ゴム。
6. The ring body according to claim 1, wherein the ring body has a thickness smaller than the thickness of the thick-walled hard plate, and an edge portion in contact with an outer peripheral surface of an end portion of the coated rubber is formed in an arc shape.
The laminated rubber for seismic isolation according to 2, 3 or 5.
【請求項7】 上記リング体は、取付用フランジに形成
された座ぐり部に嵌合して固定保持され、かつ、このリ
ング体の取付用フランジ側の一部分が上記厚肉硬質板の
外周面に形成された凹部に嵌合されている請求項1ない
し4のいずれかに記載の免震用積層ゴム。
7. The ring body is fitted and held in a counterbore portion formed on the mounting flange, and a part of the ring body on the mounting flange side is an outer peripheral surface of the thick hard plate. The laminated rubber for seismic isolation according to any one of claims 1 to 4, which is fitted in a concave portion formed in the base member.
【請求項8】 複数枚の硬質板とゴム状弾性板が交互に
積層されているとともに、その積層方向の両端部側のゴ
ム状弾性板には上記硬質板よりも厚みの大きい厚肉硬質
板が積重され、この厚肉硬質板を含む積層体全体の外周
部が被覆ゴムで被覆され、かつ、積層体の積層方向両端
の厚肉硬質板には上下の構造体に取付けるための一対の
取付用フランジが固定されてなる免震用積層ゴムにおい
て、 上記一対の取付用フランジと積層体の積層方向両端の厚
肉硬質板とが、両者の対向面それぞれに形成した座ぐり
部に嵌入させた剪断キーを介して固定されているととも
に、 上記一対の取付用フランジには、上記被覆ゴムの外周寸
法とほぼ等しい内周寸法及び上記厚肉硬質板の厚みとほ
ぼ等しい厚みを有し、その内周面と上記厚肉硬質板の外
周面との間で被覆ゴムの端部分を拘束保持する硬質材製
のリング体が固定保持されていることを特徴とする免震
用積層ゴム。
8. A plurality of hard plates and rubber-like elastic plates are alternately stacked, and the rubber-like elastic plates at both ends in the stacking direction are thicker hard plates having a thickness greater than that of the hard plate. Are stacked, the outer periphery of the entire laminate including the thick rigid plate is covered with a covering rubber, and the thick rigid plates at both ends in the laminating direction of the laminate have a pair of upper and lower structures for mounting to the upper and lower structures. In the seismic isolation laminated rubber in which the mounting flanges are fixed, the pair of mounting flanges and the thick hard plates at both ends in the stacking direction of the laminate are fitted into counterbore portions formed on respective opposing surfaces thereof. And the pair of mounting flanges has an inner peripheral dimension substantially equal to the outer peripheral dimension of the covering rubber and a thickness substantially equal to the thickness of the thick hard plate. Between the inner peripheral surface and the outer peripheral surface of the thick hard plate In seismic isolation laminate rubber hard material made of a ring member which restrains holding an end portion of the coating rubber is characterized in that it is fixedly held.
【請求項9】 上記リング体の内周面で、上記被覆ゴム
の端部分の外周面と接するエッジ部が円弧状に形成され
ている請求項8に記載の免震用積層ゴム。
9. The seismic isolation laminated rubber according to claim 8, wherein an edge portion of the inner peripheral surface of the ring body that contacts an outer peripheral surface of an end portion of the covering rubber is formed in an arc shape.
JP2000186494A 2000-05-22 2000-06-21 Lamination layer rubber for seismic isolation Pending JP2002048190A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000186494A JP2002048190A (en) 2000-05-22 2000-06-21 Lamination layer rubber for seismic isolation

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2000-149624 2000-05-22
JP2000149624 2000-05-22
JP2000186494A JP2002048190A (en) 2000-05-22 2000-06-21 Lamination layer rubber for seismic isolation

Publications (1)

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US20150191906A1 (en) * 2012-09-03 2015-07-09 Oiles Corporation Seismic isolation apparatus
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KR101693654B1 (en) * 2012-09-03 2017-01-06 오일레스고교 가부시키가이샤 Seismic isolation apparatus
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KR101827649B1 (en) * 2016-10-17 2018-02-08 (주)한국해사기술 Shock absorber assembly
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TWI781349B (en) * 2018-10-09 2022-10-21 日商普利司通股份有限公司 Anti-vibration device
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