JP2000161427A - Flange incorporated base isolation device - Google Patents
Flange incorporated base isolation deviceInfo
- Publication number
- JP2000161427A JP2000161427A JP33227498A JP33227498A JP2000161427A JP 2000161427 A JP2000161427 A JP 2000161427A JP 33227498 A JP33227498 A JP 33227498A JP 33227498 A JP33227498 A JP 33227498A JP 2000161427 A JP2000161427 A JP 2000161427A
- Authority
- JP
- Japan
- Prior art keywords
- flange
- outer peripheral
- rubber
- isolation device
- seismic isolation
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
- Springs (AREA)
- Laminated Bodies (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、例えば、建物と
基礎との間に装着される免震材や、橋桁と橋脚の間に装
着される支承材等として使用される免震装置に関する。
詳しくは、ゴム層と内部鋼板とが複数層積層されかつ上
下端部にゴム層を形成するゴム鋼板積層体の上下面に基
体(建物とその基礎、橋桁と橋脚等をいう)に装着する
ためのフランジを取り付けているフランジ一体型免震に
おいて、振動が与えられ剪断応力が作用したときに、前
記装着用フランジとゴム鋼板積層体の上下端部ゴム層
(接着ゴム層ともいう)の外周端部との接着部に応力集
中が見られ、この応力集中を緩和させてゴム鋼板積層体
全体に応力を分散させるフランジ一体型免震装置に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device used as, for example, a seismic isolation material installed between a building and a foundation, a bearing material installed between a bridge girder and a pier, and the like.
More specifically, a rubber layer and a plurality of internal steel plates are laminated to form a rubber layer at the upper and lower ends. In a flange-integrated seismic isolation system having a flange attached thereto, when vibration is applied and a shear stress is applied, the outer peripheral edge of the upper and lower end rubber layers (also referred to as an adhesive rubber layer) of the mounting flange and the rubber steel sheet laminate. The present invention relates to a flange-integrated seismic isolation device that reduces stress concentration in a bonded portion with a part and disperses stress throughout the rubber steel sheet laminate.
【0002】[0002]
【従来の技術】従来のフランジ一体型免震装置は、図4
(a)の平面図に、また図4(b)のA−A’断面図に、図
5の図4(b)円Cの部分拡大図にそれぞれ示すように、
円形、角形等(この例は円形)のゴム層1と内部鋼板2
とを交互でかつ上下両端がゴム層になるように積層し、
ゴム層1’、1”とフランジ鋼板3が接着されている。
フランジ鋼板3は、免震の対象となる建物等とその建物
の基礎との間に固定具(ボルト等)により固定されるた
めに、周辺部に取り付け穴11を有する厚い鋼板で作成
されている。フランジ一体型免震装置10はその用途上
剪断変形に耐えられることが重要であり、特に、フラン
ジ鋼板3に接着される上下両端のゴム層1’,1”の外
周部5に応力集中を生じることを考慮して、図6に外周
部5(図5円C’)の部分拡大断面図に示すように、そ
の外周部5を、フランジ鋼板3に向けて次第に横断面積
が大きくなるように内側に凹状の円弧にされているもの
が大半である。このような設計によりフランジとの接着
の外周部5に集中する応力を分散させている。2. Description of the Related Art A conventional flange integrated seismic isolator is shown in FIG.
As shown in the plan view of FIG. 4A, the cross-sectional view taken along the line AA ′ of FIG. 4B, and the partial enlarged view of the circle C in FIG.
Circular, square, etc. (in this example, circular) rubber layer 1 and internal steel plate 2
Alternately and laminated so that the upper and lower ends become rubber layers,
The rubber layers 1 ′ and 1 ″ are bonded to the flange steel plate 3.
The flange steel plate 3 is made of a thick steel plate having a mounting hole 11 in a peripheral portion in order to be fixed between a building or the like to be subjected to seismic isolation and a foundation of the building by a fixing tool (bolt or the like). . It is important that the flange-integrated seismic isolator 10 withstands shear deformation in its use. In particular, stress concentration occurs on the outer peripheral portion 5 of the rubber layers 1 ′ and 1 ″ at the upper and lower ends bonded to the flange steel plate 3. In consideration of the above, as shown in a partially enlarged cross-sectional view of the outer peripheral portion 5 (C ′ in FIG. 5) in FIG. 6, the outer peripheral portion 5 is moved inward so as to gradually increase the cross-sectional area toward the flange steel plate 3. In most cases, the stress is concentrated on the outer peripheral portion 5 of the bonding to the flange by such a design.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記の
ような形状ではフランジ鋼板3に接着されるゴム層1’
の外周部5は、フランジ鋼板3に近づくに従って肉厚が
薄くなるため、いわゆるバリ(加硫時に金型の隙間に流
入して硬化した不要なゴム部)が発生しやすく、しか
も、ゴム層1’とその外周に生じるバリとの境界が見分
けにくく、バリ取り作業が難しい。However, in the above-mentioned shape, the rubber layer 1 'bonded to the flange steel plate 3 is used.
The outer peripheral portion 5 becomes thinner as it comes closer to the flange steel plate 3, so that so-called burrs (unnecessary rubber portions which flow into the gaps of the mold during vulcanization and harden) tend to occur, and the rubber layer 1 It is difficult to discern the boundary between 'and the burr generated on the outer periphery, making deburring work difficult.
【0004】そこで、この発明は上記の剪断変形時に積
層体の上下両端のゴム層の外周部でフランジとの接着部
への応力集中を緩和し、かつ、加硫成形後のバリが取り
やすい形状を有するフランジ一体型免震装置を提供する
ことを目的とする。In view of the above, the present invention reduces the stress concentration at the outer peripheral portions of the rubber layers at the upper and lower ends of the laminate at the bonding portion with the flange during the above-mentioned shear deformation, and makes it easy to remove burrs after vulcanization molding. It is an object of the present invention to provide a flange-integrated seismic isolation device having:
【0005】[0005]
【課題を解決するための手段】上記した課題を解決すた
めに請求項1のフランジ一体型免震装置は、ゴム層と内
部鋼板とが交互に複数層積層されかつ上下両端をゴム層
にしたゴム鋼板積層体の上下面に、基体に装着するため
のフランジを取り付けたフランジ一体型免震装置であっ
て、前記上下両端のゴム層の外周部を前記ゴム鋼板積層
体の本体外周面より延出するとともに、該延出部の断面
形状を、前記フランジの外周方向に至るに従って軸方向
の肉厚が漸次薄くなる傾斜部と、該傾斜部に屈曲して連
なり前記フランジの接着面に達する段差部とで形成して
いる。In order to solve the above-mentioned problems, a flange-integrated seismic isolator according to the first aspect of the present invention has a plurality of rubber layers and internal steel plates alternately laminated, and rubber layers at both upper and lower ends. A flange-integrated seismic isolation device in which flanges for mounting to a base are attached to upper and lower surfaces of a rubber steel sheet laminate, wherein outer peripheral portions of the rubber layers at the upper and lower ends extend from an outer peripheral surface of a main body of the rubber steel sheet laminate. A projecting portion, a cross-sectional shape of the extending portion, an inclined portion having an axial thickness gradually reduced as it reaches the outer peripheral direction of the flange, and a step which bends and continues to the inclined portion to reach the bonding surface of the flange. And the part.
【0006】ゴム鋼板積層体は、ゴム層と内部鋼板とを
交互に複数層積層することにより振動による剪断応力の
伝わりを緩和し、そのゴム鋼板積層体の上下面にフラン
ジを取り付けることにより建物とその基礎との間等に容
易に装着できる。前記上下両端のゴム層の外周部がゴム
鋼板積層体の外周面より外方に延出し、その延出部の形
状が前記フランジの外周方向に至るに従って軸方向の肉
厚が漸次薄くなるように傾斜することにより、免震装置
に剪断応力が作用したとき、フランジとの接着外周部へ
の応力集中を緩和して、接着部破損および早期疲労を防
止する。なお、ここで傾斜とは直線的なものだけでな
く、凸状や凹状円弧等の曲線的に変化するものも含む。
ここで、軸方向とは縦方向、すなわちゴム層と内部鋼板
の積層方向を表す。また、傾斜部に連なりフランジの接
着面との間に所定の高さの段差を設けたことにより、加
硫成形時、バリが生じにくくなり、かつ、発生したとし
ても薄いバリになり、前記ゴム層の先端部とバリとの境
界が明確になってバリ取り作業も容易となる。ここで段
差とは、前記傾斜部からの屈曲点とフランジの接着面
(接着ゴム層と接する面)との高さの差をいう。本発明
に係る免震装置は、ゴム鋼板積層体の外周に被覆ゴム層
を設けたものが一般的であるが、被覆ゴム層は必ずしも
設けなくてもよい。[0006] The rubber steel sheet laminate reduces the transmission of shear stress due to vibration by alternately laminating a plurality of rubber layers and internal steel sheets. It can be easily installed between the base and the like. The outer peripheral portions of the rubber layers at the upper and lower ends extend outward from the outer peripheral surface of the rubber steel sheet laminate, so that the thickness of the extended portion gradually decreases in the axial direction as the shape of the extended portion reaches the outer peripheral direction of the flange. By inclining, when a shear stress is applied to the seismic isolation device, stress concentration on the outer peripheral portion of the bonding with the flange is reduced, thereby preventing damage to the bonding portion and early fatigue. Here, the term “inclination” includes not only a straight line but also a curved line such as a convex or concave arc.
Here, the axial direction represents the longitudinal direction, that is, the laminating direction of the rubber layer and the internal steel plate. Also, by providing a step of a predetermined height between the inclined surface and the adhesive surface of the flange, burrs are less likely to occur during vulcanization molding, and even if it occurs, the burrs become thinner, and the rubber The boundary between the tip of the layer and the burr becomes clear, and the deburring operation becomes easy. Here, the step refers to a difference in height between a bending point from the inclined portion and an adhesive surface of the flange (a surface in contact with the adhesive rubber layer). The seismic isolation device according to the present invention is generally provided with a coating rubber layer on the outer periphery of a rubber steel sheet laminate, but the coating rubber layer is not necessarily required.
【0007】請求項2に記載のフランジ一体型免震装置
は、前記傾斜部に連なる段差部が、前記フランジの接着
面に対して垂直になっている。つまり、前記段差の外周
面をフランジの接着面に対して垂直に形成することによ
り、バリ発生防止効果は一層大きくなり、前記先端部と
バリとの境界が一層明確になる。According to a second aspect of the present invention, the stepped portion connected to the inclined portion is perpendicular to the bonding surface of the flange. That is, by forming the outer peripheral surface of the step perpendicular to the bonding surface of the flange, the effect of preventing burr generation is further increased, and the boundary between the tip portion and the burr is further clarified.
【0008】請求項3のフランジ一体型免震装置は、ゴ
ム層と内部鋼板とが交互に複数層積層されかつ上下両端
をゴム層にしたゴム鋼板積層体の上下面に、基体に装着
するためのフランジを取り付けたフランジ一体型免震装
置であって、前記上下両端のゴム層の外周部を前記ゴム
鋼板積層体の本体外周面より延出するとともに、該延出
部の断面形状を、前記フランジの外周方向に至るに従っ
て軸方向の肉厚が漸次薄くなる凸状円弧にしている。According to a third aspect of the present invention, there is provided a flange-integrated seismic isolation device, wherein a plurality of rubber layers and internal steel plates are alternately laminated, and the upper and lower ends of the rubber steel plate laminate having rubber layers are mounted on a base. A flange-integrated seismic isolation device with a flange attached thereto, wherein the outer peripheral portions of the rubber layers at the upper and lower ends extend from the outer peripheral surface of the main body of the rubber steel sheet laminate, and the cross-sectional shape of the extended portion is The flange is formed in a convex arc shape in which the thickness in the axial direction gradually decreases toward the outer peripheral direction of the flange.
【0009】前記ゴム層の外周部が、フランジの外周方
向に至るに従って薄肉となるように延出されることによ
り、免震装置に剪断応力を作用したとき、前記フランジ
との接着端部への応力集中を緩和し、装置全体に応力を
分散して、接着部破損および早期疲労を防止する。その
外周端部の垂直断面の形状が凸状円弧を形成しているの
で、その先端部とフランジの接着面とのが接する角度を
大きくすることができ、バリの発生を低減でき、ゴム層
とバリとの境界が明確になり、バリ取り作業も容易とな
る。ゴム層の先端部の面がフランジの接触面に垂直とな
るときその効果はもっとも大きくなる。When the outer peripheral portion of the rubber layer extends so as to become thinner toward the outer peripheral direction of the flange, when a shear stress is applied to the seismic isolation device, a stress applied to the bonded end portion with the flange is reduced. Reduces concentration and distributes stress throughout the device to prevent bond failure and premature fatigue. Since the shape of the vertical cross section of the outer peripheral end forms a convex arc, the angle at which the tip end and the adhesive surface of the flange are in contact with each other can be increased, the occurrence of burrs can be reduced, and the rubber layer can be formed. The boundary with the burr becomes clear, and the deburring work becomes easy. The effect is greatest when the surface at the tip of the rubber layer is perpendicular to the contact surface of the flange.
【0010】請求項4のフランジ一体型免震装置は、ゴ
ム層と内部鋼板とが交互に複数層積層されかつ上下両端
をゴム層にしたゴム鋼板積層体の上下面に、基体に装着
するためのフランジを取り付けたフランジ一体型免震装
置であって、前記上下両端のゴム層の外周部を、前記ゴ
ム鋼板積層体の本体外周面より延出するとともに、該延
出部の断面形状を、前記フランジの外周方向に至るに従
って軸方向の肉厚が漸次薄くなる凹状円弧と、この凹状
円弧が水平となる位置に連なり外周方向に凸状円弧とで
形成している。According to a fourth aspect of the present invention, there is provided a flange-integrated seismic isolation device, wherein a plurality of rubber layers and an internal steel plate are alternately laminated, and the upper and lower ends of the rubber steel plate laminated body are mounted on a base body. A flange-integrated seismic isolation device with a flange attached thereto, wherein the outer peripheral portions of the rubber layers at the upper and lower ends extend from the outer peripheral surface of the main body of the rubber steel sheet laminate, and the cross-sectional shape of the extended portion is The flange is formed of a concave arc whose thickness in the axial direction gradually decreases as it reaches the outer peripheral direction, and a convex arc extending in the outer peripheral direction at a position where the concave arc becomes horizontal.
【0011】前記外周部の断面がフランジの外周方向に
至るに従って軸方向の肉厚が薄くなる凹状円弧に形成さ
れて、フランジとの接着外周部に作用する剪断応力を分
散させてその外周接着部の破損および早期疲労を防止す
る。さらに、前記凹状円弧がほぼ水平になる位置に連な
り外周方向に凸状円弧とし、この凸状円弧の外周方向先
端部を前記フランジの接着面に対してほぼ垂直にするこ
とにより、加硫成型時にバリの発生を抑制し、先端部と
バリとの境界が見分けやすくバリ取り作業を容易とす
る。The cross section of the outer peripheral portion is formed into a concave arc whose thickness in the axial direction becomes thinner as it reaches the outer peripheral direction of the flange, and disperses shear stress acting on the outer peripheral portion of the adhesive with the flange to disperse the shear stress. Prevent breakage and premature fatigue. Further, the concave arc is connected to a position where it is substantially horizontal, and is formed into a convex arc in the outer peripheral direction, and the outer peripheral end of the convex arc is made substantially perpendicular to the bonding surface of the flange, so that the vulcanization molding is performed. The burr generation is suppressed, and the boundary between the tip and the burr is easily distinguished to facilitate the deburring operation.
【0012】[0012]
【発明の実施の形態】以下、本発明に係るフランジ一体
型免震装置について各実施の形態を図面に基づいて説明
する。従来例の説明に利用した図4(a)にその平面図
を、図4(b)にA−A’断面図を示し、図5に円図4
(b)の円Cの部分拡大図を示す(なお、外周端部5の形
状は従来例を示す)。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of a flange-integrated seismic isolation device according to the present invention will be described with reference to the drawings. FIG. 4A used for explaining the conventional example is a plan view, FIG. 4B is a cross-sectional view taken along the line AA ′, and FIG.
(b) is a partially enlarged view of a circle C (the outer peripheral end portion 5 shows a conventional example).
【0013】本実施例のフランジ一体型免震装置10
は、天然ゴムを主体とするゴム層1と予め接着処理(粗
面化、接着剤塗布)された内部鋼板2とが交互に複数層
積層されかつ上下両端がゴム層1’、1”であるゴム鋼
板積層体17(図5参照)の上下面に基体等に装着する
ためのフランジ鋼板3,3’を取り付けて、加硫一体化
したものである。[0013] The flange integrated type seismic isolation device 10 of the present embodiment.
The rubber layer 1 mainly composed of natural rubber and the internal steel plate 2 previously bonded (roughened, coated with an adhesive) are alternately laminated in a plurality of layers, and the upper and lower ends are rubber layers 1 ', 1 ". Flange steel plates 3 and 3 ′ for mounting on a base or the like are attached to the upper and lower surfaces of a rubber steel plate laminate 17 (see FIG. 5), and are vulcanized and integrated.
【0014】図1に示すように、積層体の上下両端のゴ
ム層1’の外周部5は、ゴム鋼板積層体17(図5)の
外周面20より延出してその断面がフランジ鋼板3の外
周方向(矢印xの方向)に至るに従って、上下方向(軸
方向)の肉厚が漸次薄くなるように傾斜部4に成形され
ている。この傾斜部4は通常、図1のように凹状の円弧
に成形され、この形状により外周部5に集中的に作用す
る剪断応力を免震装置の装置全体に分散して、この外周
部5への応力集中は緩和される。また、傾斜部4に屈曲
して連なりフランジ面16に連接される段差(部)21
を形成することにより、加硫成型時に金型の隙間にゴム
が流れ出してバリの生成を抑制し、またバリが生じても
簡単に見分けられ、バリを容易に取り除くことができ
る。なお、この段差21とは、傾斜部4の先端部15と
フランジ鋼板3の接着面16との間の急激な高さの差を
いい、その厚さはゴムの加硫時の流動性と金型精度等に
影響されるが通常2〜12mmであり、その面はフラン
ジ鋼板3の接着面16に対し垂直な面となるように形成
すると、バリを減少させることができ、しかも仮に発生
してもバリの取り除きが容易になる。As shown in FIG. 1, the outer peripheral portions 5 of the rubber layers 1 'at both the upper and lower ends of the laminate extend from the outer peripheral surface 20 of the rubber steel plate laminate 17 (FIG. 5) and have a cross section of the flange steel plate 3. The inclined portion 4 is formed so that the thickness in the up-down direction (axial direction) becomes gradually smaller toward the outer peripheral direction (direction of the arrow x). The inclined portion 4 is usually formed into a concave arc as shown in FIG. 1, and the shear stress intensively acting on the outer peripheral portion 5 is dispersed throughout the entire device of the seismic isolation device by this shape. Is alleviated. In addition, a step (part) 21 bent and connected to the inclined portion 4 and connected to the flange surface 16.
By forming the rubber, the rubber flows out into the gap of the mold at the time of vulcanization molding to suppress the generation of burrs, and even if burrs are generated, they can be easily identified and the burrs can be easily removed. The step 21 refers to a sharp difference in height between the tip portion 15 of the inclined portion 4 and the bonding surface 16 of the flange steel plate 3, and the thickness is determined by the fluidity during vulcanization of rubber and the metallization. Although it is affected by mold accuracy and the like, it is usually 2 to 12 mm. If the surface is formed so as to be perpendicular to the bonding surface 16 of the flanged steel plate 3, burrs can be reduced, and even if it is generated temporarily. Also makes it easier to remove burrs.
【0015】本発明の他の実施形態は、図2に断面を示
すように、ゴム層1’の延出部(外周部)5がフランジ
鋼板3の外周方向(矢印x)に至るに従って軸方向に薄
肉となりかつ外面側(傾斜部)4が凸状円弧をなしてい
る。これによって免震装置にかかる剪断応力は装置全体
に分散され外周部5への応力集中は低減され、先端部1
5は90°前後の角度でフランジ鋼板3と接するので、
上記実施形態と同様にバリの発生が抑制されるととも
に、発生してもバリ取りが容易にできる。In another embodiment of the present invention, as shown in a cross section in FIG. 2, the extending portion (outer peripheral portion) 5 of the rubber layer 1 ′ is extended in the axial direction as the outer peripheral direction of the flange steel plate 3 (arrow x). And the outer surface side (inclined portion) 4 forms a convex arc. As a result, the shear stress applied to the seismic isolation device is dispersed throughout the device, stress concentration on the outer peripheral portion 5 is reduced, and the tip 1
5 is in contact with the flange steel plate 3 at an angle of about 90 °,
As in the above-described embodiment, the generation of burrs is suppressed, and even if they do, burrs can be easily removed.
【0016】さらに、他の実施形態は、図3に示すよう
に、ゴム鋼板積層体からの延出部5の断面形状がフラン
ジ鋼板3の外周方向(矢印xの方向)に至るに従って軸
方向の肉厚が薄くなるところの凹状円弧18と、この凹
状円弧18が水平となる位置に連なる外側に凸状の円弧
を形成してフランジの接着面16に対して垂直をなして
いる。凹状円弧をなす傾斜部4に凸状円弧をなす段差部
19を連なって設けているので、鋭角的な屈曲点がなく
なり、免震装置に剪断応力を作用させたときに、よりな
だらかに応力集中が緩和分散されとともに、バリの発生
が防止され、またバリの取り除きが容易となる。Further, in another embodiment, as shown in FIG. 3, as the cross-sectional shape of the extending portion 5 extending from the rubber steel sheet laminate extends in the outer peripheral direction of the flange steel sheet 3 (in the direction of arrow x), the axial direction is increased. A concave arc 18 where the wall thickness becomes thinner and an outwardly convex arc continuous with a position where the concave arc 18 becomes horizontal are formed perpendicular to the adhesive surface 16 of the flange. Since the stepped portion 19 forming a convex arc is provided continuously to the inclined portion 4 forming a concave arc, there is no sharp bend point, and when a shear stress is applied to the seismic isolation device, a more gentle stress concentration occurs. Are alleviated and dispersed, burrs are prevented from being generated, and burrs are easily removed.
【0017】[0017]
【発明の効果】以上説明したことから明らかなように、
本発明に係るフランジ一体型免震装置は、上下両端のゴ
ム層の外周フランジ側が外方に進むに従って軸方向に漸
次薄肉となるようにしており、かつその先端部に段差を
設けているので、装置に剪断応力が作用したとき、上下
両端のゴム層の外周部とフランジとの間に応力が集中す
ることが防止でき、バリの発生を抑制し、また、バリと
成形品の境界が明確になって区別がつきやすく、バリの
取り除きを容易にすることができる。As is apparent from the above description,
The flange-integrated seismic isolation device according to the present invention is configured such that the outer peripheral flange sides of the rubber layers at the upper and lower ends are gradually thinned in the axial direction as they go outward, and a step is provided at the tip end thereof. When a shear stress is applied to the device, it is possible to prevent the stress from being concentrated between the outer peripheral portions of the rubber layers at the upper and lower ends and the flange, thereby suppressing the generation of burrs, and clearly defining the boundary between the burrs and the molded product. Thus, it is easy to distinguish and it is easy to remove burrs.
【0018】上記の効果に加えて、請求項2の免震装置
では、段差の外周面をフランジの接着面に対して垂直に
形成することにより、バリ発生防止効果は一層大きくな
り、前記先端部とバリとの境界が一層明確になるという
効果がある。In addition to the above effects, in the seismic isolation device according to the second aspect, by forming the outer peripheral surface of the step perpendicular to the adhesive surface of the flange, the effect of preventing burr generation is further increased, and This has the effect that the boundary between the burr and the burr becomes clearer.
【0019】請求項3に記載のフランジ一体型免震装置
は、バリの発生を低減でき、ゴム層とバリとの境界が明
確になり、バリ取り作業も容易となり、そしてゴム層の
先端部の面がフランジの接触面に垂直となるとき、その
効果が最大限に発揮されるという効果がある。According to the third aspect of the present invention, the flange-integrated seismic isolation device can reduce the occurrence of burrs, clarify the boundary between the rubber layer and the burrs, facilitate the deburring operation, and reduce the amount of burrs. When the surface is perpendicular to the contact surface of the flange, there is an effect that the effect is maximized.
【0020】請求項4に記載のフランジ一体型免震装置
は、外周部に作用する剪断応力を分散させてその外周接
着部の破損および早期疲労を防止し、さらに加硫成型時
にバリの発生を抑制し、先端部とバリとの境界が見分け
やすくバリ取り作業を容易とするという効果がある。According to the fourth aspect of the present invention, the flange-isolated seismic isolation device disperses shear stress acting on the outer peripheral portion to prevent breakage and early fatigue of the outer peripheral bonded portion, and furthermore, to prevent generation of burrs during vulcanization molding. Thus, there is an effect that the boundary between the tip and the burr can be easily distinguished and the deburring operation is facilitated.
【図1】本発明の実施例に係るフランジ一体型免震装置
の延出部を示す部分拡大断面図である。FIG. 1 is a partially enlarged cross-sectional view showing an extension of a flange-integrated seismic isolation device according to an embodiment of the present invention.
【0021】[0021]
【図2】本発明の他の実施例に係るフランジ一体型免震
装置の延出部を示す部分拡大断面図である。FIG. 2 is a partially enlarged cross-sectional view showing an extension portion of a flange-integrated seismic isolation device according to another embodiment of the present invention.
【0022】[0022]
【図3】本発明の他の実施例に係るフランジ一体型免震
装置の接着ゴム層の延出部を示す部分拡大断面図であ
る。FIG. 3 is a partially enlarged cross-sectional view showing an extension of an adhesive rubber layer of a flange-integrated seismic isolation device according to another embodiment of the present invention.
【0023】[0023]
【図4】一般的なフランジ一体型免震装置を示し、図4
(a)は平面図で、図4(b)は図4(a)のA−A’断面図
である。FIG. 4 shows a general flange integrated type seismic isolation device.
4A is a plan view, and FIG. 4B is a cross-sectional view taken along line AA ′ of FIG. 4A.
【0024】[0024]
【図5】従来のフランジ一体型免震装置の図4(b)円C
の拡大図を示す。FIG. 5 (b) circle C of the conventional flange integrated seismic isolation device
The enlarged view of FIG.
【0025】[0025]
【図6】従来のフランジ一体型免震装置の延出部を示す
部分拡大断面図を示す。FIG. 6 is a partially enlarged cross-sectional view showing an extension of a conventional flange-integrated seismic isolation device.
【0026】[0026]
1・1’:ゴム層 2:内部鋼板 3:フランジ鋼板 4:傾斜部(外面側) 5:外周部(延出部) 10:フランジ一体型免震装置 15:先端部 17:ゴム鋼板積層体 19・21:段差(部) 20:ゴム鋼板積層体の外周面 1.1 ′: Rubber layer 2: Internal steel plate 3: Flange steel plate 4: Inclined portion (outer surface side) 5: Peripheral portion (extended portion) 10: Flange integrated seismic isolation device 15: Tip portion 17: Rubber steel plate laminate 19:21: Step (part) 20: Outer peripheral surface of rubber steel sheet laminate
───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 3J048 AA01 BA08 BA18 DA03 EA38 3J059 AB13 AD05 BA43 BB01 BC06 BD01 BD05 BD09 CB09 EA06 EA13 GA42 4F100 AB03A AB03B AN00C BA03 BA05 BA08 BA10A BA10C DB09A DB16C EK00 GB07 JH02 ──────────────────────────────────────────────────続 き Continued on front page F term (reference) 3J048 AA01 BA08 BA18 DA03 EA38 3J059 AB13 AD05 BA43 BB01 BC06 BD01 BD05 BD09 CB09 EA06 EA13 GA42 4F100 AB03A AB03B AN00C BA03 BA05 BA08 BA10A BA10C DB09A DB16C EK00 GB07 J07
Claims (4)
されかつ上下両端をゴム層にしたゴム鋼板積層体の上下
面に、基体に装着するためのフランジを取り付けたフラ
ンジ一体型免震装置であって、 前記上下両端のゴム層の外周部を前記ゴム鋼板積層体の
本体外周面より延出するとともに、 該延出部の断面形状を、前記フランジの外周方向に至る
に従って軸方向の肉厚が漸次薄くなる傾斜部と、該傾斜
部に屈曲して連なり前記フランジの接着面に達する段差
部とで形成していることを特徴とするフランジ一体型免
震装置。1. A flange-integrated seismic isolation device in which a plurality of rubber layers and internal steel plates are alternately laminated, and a flange for mounting to a base is attached to upper and lower surfaces of a rubber steel plate laminate having upper and lower ends as rubber layers. A device, wherein the outer peripheral portions of the rubber layers at the upper and lower ends extend from the outer peripheral surface of the main body of the rubber steel sheet laminate, and the cross-sectional shape of the extended portion is changed in the axial direction as the outer peripheral direction of the flange is reached. A flange integrated seismic isolation device, comprising: an inclined portion whose thickness is gradually reduced; and a step portion which is bent and connected to the inclined portion and reaches a bonding surface of the flange.
ンジの接着面に対して垂直になっている請求項1に記載
のフランジ一体型免震装置。2. The seismic isolation device with integral flange according to claim 1, wherein a step portion connected to the inclined portion is perpendicular to an adhesive surface of the flange.
されかつ上下両端をゴム層にしたゴム鋼板積層体の上下
面に、基体に装着するためのフランジを取り付けたフラ
ンジ一体型免震装置であって、 前記上下両端のゴム層の外周部を前記ゴム鋼板積層体の
本体外周面より延出するとともに、 該延出部の断面形状を、前記フランジの外周方向に至る
に従って軸方向の肉厚が漸次薄くなる凸状円弧にしてい
ることを特徴とするフランジ一体型免震装置。3. A flange-integrated seismic isolation device in which a plurality of rubber layers and internal steel plates are alternately laminated and a flange for mounting to a base is attached to the upper and lower surfaces of a rubber steel plate laminate having upper and lower ends as rubber layers. A device, wherein the outer peripheral portions of the rubber layers at the upper and lower ends extend from the outer peripheral surface of the main body of the rubber steel sheet laminate, and the cross-sectional shape of the extended portion is changed in the axial direction as the outer peripheral direction of the flange is reached. A flange-integrated seismic isolation device characterized by a convex arc whose thickness is gradually reduced.
されかつ上下両端をゴム層にしたゴム鋼板積層体の上下
面に、基体に装着するためのフランジを取り付けたフラ
ンジ一体型免震装置であって、 前記上下両端のゴム層の外周部を、前記ゴム鋼板積層体
の本体外周面より延出するとともに、 該延出部の断面形状を、前記フランジの外周方向に至る
に従って軸方向の肉厚が漸次薄くなる凹状円弧と、この
凹状円弧が水平となる位置に連なり外周方向に凸状円弧
とにより形成していることを特徴とするフランジ一体型
免震装置。4. A flange-integrated seismic isolation device in which a plurality of rubber layers and internal steel plates are alternately laminated, and a flange for mounting to a base is attached to upper and lower surfaces of a rubber steel plate laminate having upper and lower ends as rubber layers. An apparatus, wherein the outer peripheral portions of the rubber layers at both the upper and lower ends extend from the outer peripheral surface of the main body of the rubber steel sheet laminate, and the cross-sectional shape of the extended portion extends in the axial direction as it reaches the outer peripheral direction of the flange. A flange-integrated seismic isolator characterized by a concave arc whose wall thickness gradually decreases, and a convex arc extending in the outer peripheral direction and connected to a position where the concave arc becomes horizontal.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33227498A JP2000161427A (en) | 1998-11-24 | 1998-11-24 | Flange incorporated base isolation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33227498A JP2000161427A (en) | 1998-11-24 | 1998-11-24 | Flange incorporated base isolation device |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000161427A true JP2000161427A (en) | 2000-06-16 |
Family
ID=18253120
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP33227498A Pending JP2000161427A (en) | 1998-11-24 | 1998-11-24 | Flange incorporated base isolation device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000161427A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007113649A (en) * | 2005-10-19 | 2007-05-10 | Toyo Tire & Rubber Co Ltd | Laminated rubber for base isolation |
JP2013119866A (en) * | 2011-12-06 | 2013-06-17 | Toyo Tire & Rubber Co Ltd | Split type rubber joint |
JP2016102578A (en) * | 2014-11-28 | 2016-06-02 | 株式会社ブリヂストン | Seismic isolator and process of manufacture of seismic isolator |
CN114174068A (en) * | 2019-07-12 | 2022-03-11 | 日东电工株式会社 | Protective cover member and member feeding sheet having the same |
-
1998
- 1998-11-24 JP JP33227498A patent/JP2000161427A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007113649A (en) * | 2005-10-19 | 2007-05-10 | Toyo Tire & Rubber Co Ltd | Laminated rubber for base isolation |
JP2013119866A (en) * | 2011-12-06 | 2013-06-17 | Toyo Tire & Rubber Co Ltd | Split type rubber joint |
JP2016102578A (en) * | 2014-11-28 | 2016-06-02 | 株式会社ブリヂストン | Seismic isolator and process of manufacture of seismic isolator |
CN114174068A (en) * | 2019-07-12 | 2022-03-11 | 日东电工株式会社 | Protective cover member and member feeding sheet having the same |
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