JP5522971B2 - Rubber washer, and support and structure using the rubber washer - Google Patents

Rubber washer, and support and structure using the rubber washer Download PDF

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JP5522971B2
JP5522971B2 JP2009117230A JP2009117230A JP5522971B2 JP 5522971 B2 JP5522971 B2 JP 5522971B2 JP 2009117230 A JP2009117230 A JP 2009117230A JP 2009117230 A JP2009117230 A JP 2009117230A JP 5522971 B2 JP5522971 B2 JP 5522971B2
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rubber body
laminated rubber
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JP2010265976A (en
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光生 宮崎
政治 石黒
明雄 鈴木
健一 茂森
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Oiles Corp
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本発明は、建築構造物における免震構造に用いられる積層ゴム体に用いるゴム座金、並び に該ゴム座金を用いた支承及び構造物に関する。   The present invention relates to a rubber washer used for a laminated rubber body used in a seismic isolation structure in a building structure, and a bearing and a structure using the rubber washer.

建築構造物及び土木構造物の支承取付構造、特に、建築構造物における免震構造に用いられる積層ゴム体、土木構造物における免震構造及び水平力分散構造に用いられる積層ゴム体は、構造上、圧縮方向に大きな耐力を有し、上部構造物の荷重を支持することができるものの、引張方向の耐力は圧縮方向に比べ劣る。   Structurally, bearing mounting structures for building structures and civil engineering structures, especially laminated rubber bodies used for seismic isolation structures in building structures, laminated rubber bodies used for seismic isolation structures and horizontal force distribution structures in civil engineering structures are structurally Although it has a high yield strength in the compression direction and can support the load of the superstructure, the yield strength in the tensile direction is inferior to that in the compression direction.

そのため、免震装置としての積層ゴム体の開発初期段階では、積層ゴム体に引張力を作用させず、引張力によって生じる積層ゴム体の損傷や破断を防止するため、積層ゴム体と上部及び下部構造物との取付けをダウエルピンによる連結で行い、設計者を上下方向の引張力の検討から解放していた。   Therefore, at the initial stage of development of a laminated rubber body as a seismic isolation device, a tensile force is not applied to the laminated rubber body, and damage and breakage of the laminated rubber body caused by the tensile force are prevented. The attachment to the structure was done by connecting with dowel pins, freeing the designer from studying the tensile force in the vertical direction.

この取付構造は、図10に示すように、積層ゴム体34の取付板36、37を、構造物31の基礎等の下部構造物39に固着されたアンカープレート35、及び上部構造物40に固着されたアッパープレート38に、取付ボルト32と袋ナット33とを用いて固定し、大きな水平変形が積層ゴム体34に作用すると、積層ゴム体34の上面34aと下面34bの水平方向の相対的なずれにより、積層ゴム体34に回転モーメントが生じ、積層ゴム体34の取付構造部分に鉛直方向の引き抜き力が生じる。しかし、積層ゴム体34と、取付板36、37に突設されたダウエルピン35が離反することで、引き抜き力を解放することができ、大きな地震により引き起こされた大きな水平変形であっても、積層ゴム体34の鉛直方向に過大な引張力が生じない。このため、積層ゴム体34の損傷や破損を好ましく防止することができ、さらに、上部構造物40の積層ゴム体34との取付部分にも過大な入力を作用させないので、上部構造物40の損傷も防止し得る効果がある。   In this mounting structure, as shown in FIG. 10, the mounting plates 36 and 37 of the laminated rubber body 34 are fixed to the anchor plate 35 fixed to the lower structure 39 such as the foundation of the structure 31 and the upper structure 40. When the mounting bolt 32 and the cap nut 33 are fixed to the upper plate 38, and a large horizontal deformation acts on the laminated rubber body 34, the horizontal direction of the upper surface 34a and the lower surface 34b of the laminated rubber body 34 is relative to each other. Due to the deviation, a rotational moment is generated in the laminated rubber body 34, and a vertical pulling force is generated in the mounting structure portion of the laminated rubber body 34. However, when the laminated rubber body 34 and the dowel pins 35 protruding from the mounting plates 36 and 37 are separated, the pulling force can be released, and even in the case of a large horizontal deformation caused by a large earthquake, An excessive tensile force is not generated in the vertical direction of the rubber body 34. For this reason, damage and breakage of the laminated rubber body 34 can be preferably prevented, and further, excessive input is not applied to the attachment portion of the upper structure 40 to the laminated rubber body 34, so that the damage to the upper structure 40 is prevented. There is also an effect that can be prevented.

しかし、上記ダウエルピン式の接合方法においては、ある程度までの水平変形時には、ダウエルピン部分が離反し、支承取付構造部分に鉛直方向の引張力が作用しないものの、離反の程度が予定以上に大きくなると、ダウエルピンが抜け、積層ゴム体自体に変形が生じる虞があった。このような状態になると、積層ゴム体の水平抵抗力が低下し、積層ゴム体が転倒を始める危険性もあるため、ダウエルピンを用いた取付構造を採用する場合には、水平力が低下する変形量を転倒限界(ロールアウト変位)として、積層ゴム体の使用限界を定める必要があった(例えば、非特許文献1参照)。   However, in the above-mentioned dowel pin type joining method, the dowel pin part is separated at the time of horizontal deformation to a certain extent, and the tensile force in the vertical direction does not act on the support mounting structure part. There was a risk that the laminated rubber body itself would be deformed. In such a state, the horizontal resistance of the laminated rubber body is reduced, and there is a risk that the laminated rubber body will start to fall. Therefore, when adopting a mounting structure using dowel pins, the horizontal force is reduced. It was necessary to determine the use limit of the laminated rubber body with the amount as the fall limit (rollout displacement) (for example, see Non-Patent Document 1).

そのため、積層ゴム体と上部及び下部構造体との連結には、転倒限界を考慮しなくてもよい取付ボルトによる緊結手段が広く用いられるようになった。積層ゴム体の設計者は、積層ゴム体の引張方向の耐力が低いことを十分に理解し、また、多くの実験検証により、その特性を把握した上で、積層ゴム体に引張力を生じさせない、又は生じても引張方向の耐力を考慮し、高い安全率を確保した状態で設計が行われるようになった。   Therefore, for the connection between the laminated rubber body and the upper and lower structures, a fastening means using a mounting bolt that does not need to consider the fall limit has been widely used. The designer of the laminated rubber body fully understands that the tensile strength of the laminated rubber body is low, and after confirming its characteristics by many experimental verifications, does not cause the laminated rubber body to generate a tensile force Even if it occurs, the design is performed in a state in which a high safety factor is secured in consideration of the tensile strength in the tensile direction.

しかし、近年、建築構造物の免震設計は、高層建築物への適用や、アスペクト比の大きな建築構造物への適用が進められ、それに伴って、高い引張能力を有する積層ゴム体の開発が求められている。また、鉛直方向の耐力以上の引張力を積層ゴム体に伝達させないようにするため、上部構造物と地盤との間に浮き上がり防止装置を設ける工夫がなされている。   However, in recent years, the seismic isolation design of building structures has been applied to high-rise buildings and building structures with large aspect ratios, and accordingly, the development of laminated rubber bodies with high tensile capacity has been developed. It has been demanded. Moreover, in order not to transmit the tensile force more than the proof stress of a perpendicular direction to a laminated rubber body, the device which provides a floating prevention apparatus between an upper structure and the ground is made | formed.

さらに、上部構造物と地盤との間に配される浮き上がり防止装置の工夫以外にも、積層ゴム体に大きな引張力を伝達させない目的で、積層ゴム体と上部及び下部構造体との緊結方法について種々の研究が進められている。   Furthermore, in addition to the device of the anti-lifting device arranged between the upper structure and the ground, for the purpose of not transmitting a large tensile force to the laminated rubber body, a method for binding the laminated rubber body to the upper and lower structures Various studies are underway.

このように、積層ゴム体をボルトにより上部構造物又は下部構造物と緊結する連結構造を採ると、想定を超える大きな水平変形が積層ゴム体に生じた場合に、積層ゴム体に回転モーメントによる鉛直方向の引張力が作用し、積層ゴム体の損傷や破損、上部構造物又は下部構造物への過大な入力による構造物の損傷の虞があり、特に、アスペクト比の大きな建築構造物では、地震時のロッキングによる過大な引張力が積層ゴム体に作用する虞があった。   In this way, when the laminated rubber body is connected to the upper structure or the lower structure with the bolts, when the horizontal deformation exceeding the assumption occurs in the laminated rubber body, the laminated rubber body has a vertical moment due to the rotational moment. The tensile force in the direction acts, and there is a risk of damage to the laminated rubber body, damage to the structure due to excessive input to the superstructure or substructure, especially in buildings with a large aspect ratio There is a possibility that an excessive tensile force due to rocking at the time may act on the laminated rubber body.

一方、鉛直方向の引張力を回避するため、ダウエルピン式の連結構造を採れば、転倒限界の制限がある。このため、ボルトによる連結構造及びダウエルピン式の連結構造のいずれにおいても、積層ゴム体の連結方法を選択する上で、満足できる構造ではなかった。   On the other hand, if a dowel pin type connection structure is adopted in order to avoid a tensile force in the vertical direction, there is a limit on the fall limit. For this reason, neither the connection structure using bolts nor the dowel pin connection structure is a satisfactory structure in selecting the connection method of the laminated rubber bodies.

そこで、例えば、特許文献1には、積層ゴム免震支承装置の一方の端面に固着された一方の取付板と、積層ゴム免震支承装置の一方の端面の外縁よりも外側で一方の取付板と固着されるとともに、この一方の取付板に固着されている部位よりも内側において、積層ゴム免震支承装置の一方の端面に対面する基礎又は構造物の取付面に固着されている他方の取付板を備えた取付構造が記載されている。   Therefore, for example, in Patent Document 1, one mounting plate fixed to one end surface of the laminated rubber seismic isolation device and one mounting plate outside the outer edge of one end surface of the laminated rubber seismic isolation device. And the other mounting fixed to the mounting surface of the foundation or structure facing the one end surface of the laminated rubber seismic isolation device inside the portion fixed to the one mounting plate. A mounting structure with a plate is described.

この取付構造によれば、上部構造物と下部構造物の間に浮き上がりが生じた場合に、両取付板が変形し、両取付板の相互の固着部位が上方に移動するとともに、取付板の曲げ剛性を利用できるので、積層ゴム免震支承装置へ大きな鉛直方向の引張力が作用するのを回避することができる。   According to this mounting structure, when a lift occurs between the upper structure and the lower structure, both the mounting plates are deformed, the mutual fixing portions of the both mounting plates move upward, and the mounting plate is bent. Since rigidity can be utilized, it is possible to avoid a large vertical tensile force from acting on the laminated rubber seismic isolation bearing device.

また、特許文献2には、積層ゴム体に引き抜き力が作用しても積層ゴム体が損傷するのを防止するため、積層ゴム体の上下にフランジ部材を接合固着するとともに、フランジ部材の張り出し部に、フランジ部材の曲げ剛性を低下させる薄肉部又は開口部を形成した積層ゴム支承体が記載されている。   Further, in Patent Document 2, in order to prevent the laminated rubber body from being damaged even if a pulling force is applied to the laminated rubber body, the flange members are bonded and fixed to the upper and lower sides of the laminated rubber body, and the protruding portion of the flange member is also disclosed. Describes a laminated rubber bearing body in which a thin-walled portion or an opening for reducing the bending rigidity of the flange member is formed.

さらに、特許文献3には、大地震時の上下方向荷重を緩和して積層ゴム体の剥離を防止するため、緩衝座(鋼材による皿ばね)を介したボルト締結により、積層ゴム体と構造物を緊結する技術が記載されている。これによれば、ボルトでの強固な締結により水平方向への変位に対処し、緩衝座を介した柔靱な締結により鉛直方向への変位に対処することが可能になる。   Furthermore, Patent Document 3 discloses that a laminated rubber body and a structure are fastened with bolts via a buffer seat (a disc spring made of steel) in order to ease the vertical load during a large earthquake and prevent the laminated rubber body from peeling off. The technology that binds is described. According to this, it is possible to cope with the displacement in the horizontal direction by the firm fastening with the bolt and to deal with the displacement in the vertical direction by the firm fastening through the buffer seat.

また、特許文献4には、積層ゴムの上下に形成されたフランジを上部及び下部構造物にボルトで取り付けた免震装置において、ボルトの頭部とフランジとの間に筒状ゴム座金(緩衝材)を介在させる技術が開示されている。これによれば、地震時に瞬間的な浮き上がり力が加わっても、緩衝材の変形又は破壊によって力を逃がし、積層ゴム体に引張力が及ぶのを回避することが可能になる。   In Patent Document 4, in a seismic isolation device in which flanges formed on the upper and lower sides of a laminated rubber are attached to upper and lower structures with bolts, a cylindrical rubber washer (buffer material) is provided between the head of the bolt and the flange. ) Is disclosed. According to this, even if a momentary lifting force is applied at the time of an earthquake, it is possible to escape the force due to deformation or destruction of the cushioning material, and to avoid the tensile force reaching the laminated rubber body.

特開2005−163281号公報Japanese Patent Laid-Open No. 2005-163281 特開2002−195327号公報JP 2002-195327 A 特開平10−110551号公報JP-A-10-110551 特開平11−153191号公報JP-A-11-153191

ジェームス・M・ケリー著、日本振動技術協会訳/藤田隆史監訳、「免震構造と積層ゴムの基礎理論」、東京電機大学出版局、p160−p162By James M. Kerry, translated by Japan Vibration Technology Association / directed by Takashi Fujita, “Basic theory of seismic isolation structure and laminated rubber”, Tokyo Denki University Press, p160-p162

しかし、特許文献1に記載のように積層ゴム体の取付板を二重構造にしたり、特許文献2に記載のようにフランジに加工を施すことにより、積層ゴム体への引張力を低減させる技術では、積層ゴム体の構造本体の設計変更を伴い、費用や時間がかかる上に、据え付けスペースの見直しも必要になり、簡単に適用できるものではなかった。   However, a technique for reducing the tensile force applied to the laminated rubber body by making the mounting plate of the laminated rubber body a double structure as described in Patent Document 1 or by processing the flange as described in Patent Document 2. Then, the design change of the structure body of the laminated rubber body was accompanied by cost and time, and it was necessary to review the installation space, which was not easily applicable.

一方、特許文献3、4に記載の積層ゴム体の取付部分に緩衝材を介在させる技術は、浮き上がりによる積層ゴムへの引張力を低減し得るのに加え、積層ゴム体の大きな水平変形により生じる引き抜き力を緩和することもできる。   On the other hand, the technique of interposing a cushioning material in the attachment portion of the laminated rubber body described in Patent Documents 3 and 4 is caused by large horizontal deformation of the laminated rubber body in addition to reducing the tensile force to the laminated rubber due to lifting. The pulling force can be reduced.

しかし、特許文献3に記載のように、鋼材の皿ばねを用いる場合は、鋼材の接触部や弾性変形する部分の錆びが問題となる。また、特許文献4に記載のように、ボルトの頭部とフランジとの間に、緩衝材としての筒状ゴム座金を介在させる場合は、圧縮時に緩衝材の内周面がボルトと干渉し、緩衝材の破損を招く虞がある。   However, as described in Patent Document 3, when a steel disc spring is used, rusting of the contact portion of the steel material and the elastically deformed portion becomes a problem. Further, as described in Patent Document 4, when a cylindrical rubber washer as a cushioning material is interposed between the head of the bolt and the flange, the inner peripheral surface of the cushioning material interferes with the bolt during compression, There is a risk of damage to the cushioning material.

そこで、本発明は、上記問題点に鑑みてなされたものであって、積層ゴム体の構造本体の設計変更を伴うことがなく、防錆が不要で、緩衝材の破損を招く虞もないゴム座金等を提供することを目的とする。   Therefore, the present invention has been made in view of the above problems, and does not involve a design change of the structure body of the laminated rubber body, does not require rust prevention, and does not cause damage to the cushioning material. The purpose is to provide washers.

上記目的を達成するため、本発明は、ゴム座金であって、積層ゴム体の取付構造に用いられ、該座金は、ゴム材料からなる円筒体の内周面のみに凹面を有し、該ゴム座金の円筒体両端面に、該円筒体の外径よりも大きい外径を有する鋼製リングが接着されることを特徴とする。このゴム座金を積層ゴム体の取付構造に用いることで、積層ゴム体が水平方向に相対変形した際に生じる回転モーメントによって該積層ゴム体の端部へ加えられる引張力に対し、ゴム座金の圧縮方向の変形等で対抗することができるため、過大な引張力が積層ゴム体に作用することを防止し得て、さらに、積層ゴム体と構造物の定着部分にも過大な引張力を作用させないようにでき、積層ゴム体及び免震構造物の安全性を向上させることができる。 To achieve the above object, the present invention provides a rubber washers are used in the mounting structure of the laminated rubber body, the seat gold, have a concave only in the inner circumferential surface of the cylindrical body made of a rubber material, the rubber A steel ring having an outer diameter larger than the outer diameter of the cylindrical body is bonded to both end faces of the cylindrical body of the washer . By using this rubber washer for the mounting structure of the laminated rubber body, the compression of the rubber washer against the tensile force applied to the end of the laminated rubber body by the rotational moment generated when the laminated rubber body is deformed relative to the horizontal direction. Because it can be countered by deformation of direction, etc., it can prevent excessive tensile force from acting on the laminated rubber body, and also does not cause excessive tensile force to act on the laminated rubber body and the fixing part of the structure The safety of the laminated rubber body and the seismic isolation structure can be improved.

また、本発明にかかるゴム座金によれば、ゴム座金の損傷を長期にわたり好適に防ぎ得るため、積層ゴム体の水平方向の相対変形に対し、積層ゴム体に過大な引張力を生じさせることを安定的に回避でき、一般的な取付ボルト締結方式の場合に生じる復元力特性でのハードニング現象を遅らせることを安心して期待できる結果、ダウエル式でのロールアウトの検討を回避した上で、さらに積層ゴム体のハードニング現象により生じる急激な水平力の上昇を生じる水平変形領域を延長することができ、同一サイズの積層ゴム体の使用限界水平変形量を大きく取ることも可能となる。   Further, according to the rubber washer according to the present invention, it is possible to suitably prevent the rubber washer from being damaged over a long period of time. Therefore, an excessive tensile force is generated in the laminated rubber body against the relative deformation in the horizontal direction of the laminated rubber body. As a result that can be stably avoided and can safely be expected to delay the hardening phenomenon in the restoring force characteristics that occurs in the case of a general mounting bolt fastening method, It is possible to extend a horizontal deformation region that causes a sudden increase in horizontal force caused by the hardening phenomenon of the laminated rubber body, and it is possible to increase the use limit horizontal deformation amount of the laminated rubber body of the same size.

前記のように、本発明のゴム座金を用いることにより、安定的に同一サイズの積層ゴム体の使用限界水平変形量を大きく取ることが可能となるので、ハードニング現象により生じた最大水平力により積層ゴム体形状が定まるような場合においては、従来よりも、積層ゴム体の寸法を小さく抑えることができ、コスト、資源、施工面等で好適である。   As described above, by using the rubber washer of the present invention, it becomes possible to stably increase the use limit horizontal deformation amount of the laminated rubber body of the same size stably, and therefore by the maximum horizontal force generated by the hardening phenomenon. In the case where the shape of the laminated rubber body is determined, the dimensions of the laminated rubber body can be kept smaller than before, which is preferable in terms of cost, resources, construction, and the like.

さらに、上記ゴム座金の円筒体両端面に、該円筒体の外径よりも大きい外径を有する鋼製リングを接着することにより、該鋼製リングを介して円筒体状のゴム材料に圧縮力を作用させることができる。 Further, the cylinder end surfaces of the rubber washer, by bonding a steel ring having an outer diameter greater than the outer diameter of the cylindrical body, compressive force to the cylindrical shape of the rubber material through a steel ring made Can act.

上記ゴム座金は、前記凹面により、該筒体の長さ方向の中央部の肉厚が最も薄くなるように構成することができるThe rubber washer, by the concave, the wall thickness of the central portion in the longitudinal direction of the circular cylindrical body as possible out be configured to best thinner.

また、本発明は、積層ゴム支承であって、上記いずれかに記載のゴム座金を、該ゴム座金の外径方向への膨張を規制することなく取付構造に設けることを特徴とする。これにより、上述のように、過大な引張力が積層ゴム体に作用せず、積層ゴム体と構造物の定着部分にも過大な引張力が作用しないため、積層ゴム体及び免震構造物の安全性を向上させることができ、従来よりも、積層ゴム体の寸法を小さく抑えることができ、コスト面等で好適である。 Further, the present invention is a laminated rubber bearings, rubber washer according to any one of the above, wherein the Rukoto provided without mounting structure to restrict the expansion of the outer diameter direction of the rubber washer. Thereby, as described above, an excessive tensile force does not act on the laminated rubber body, and an excessive tensile force does not act on the fixing portion of the laminated rubber body and the structure. Safety can be improved, and the size of the laminated rubber body can be kept smaller than before, which is preferable in terms of cost.

さらに、本発明は、構造物であって、上記積層ゴム支承で支持されることを特徴とする。この構造物には、上述のように、積層ゴム体と構造物の定着部分に過大な引張力が作用せず、免震構造物としての安全性を向上させることができる。   Furthermore, this invention is a structure, Comprising: It is characterized by being supported by the said laminated rubber bearing. As described above, an excessive tensile force does not act on the laminated rubber body and the fixing portion of the structure, and the safety as the seismic isolation structure can be improved.

以上のように、本発明によれば、積層ゴム体の構造本体の設計変更を伴わず、防錆が不要で、緩衝材の破損を招く虞もないゴム座金等を提供することができる。   As described above, according to the present invention, it is possible to provide a rubber washer or the like that does not require rust prevention and does not cause damage to the cushioning material without changing the design of the structural body of the laminated rubber body.

本発明にかかるゴム座金の一実施の形態を示す図であって、(a)は上面図、(b)は(a)のA−A線断面図である。It is a figure which shows one Embodiment of the rubber washer concerning this invention, Comprising: (a) is a top view, (b) is the sectional view on the AA line of (a). 従来のゴム座金の変形状態を説明するための模式図である。It is a schematic diagram for demonstrating the deformation | transformation state of the conventional rubber washer. 本発明にかかるゴム座金の変形状態を説明するための模式図である。It is a schematic diagram for demonstrating the deformation | transformation state of the rubber washer concerning this invention. 本発明にかかるゴム座金を圧縮試験機を用いて変形させた際の状態変化の観察図である。It is an observation figure of a state change at the time of changing a rubber washer concerning the present invention using a compression tester. 本発明にかかるゴム座金を圧縮試験機を用いて変形させた際の圧縮試験結果を示すグラフである。It is a graph which shows the compression test result at the time of making the rubber washer concerning this invention deform | transform using a compression tester. 本発明にかかるゴム座金を用いた支承及び構造物の一実施の形態を示す概略図である。It is the schematic which shows one Embodiment of the support and structure using the rubber washer concerning this invention. 図6に示したゴム座金及びその近傍を示す断面図である。It is sectional drawing which shows the rubber washer shown in FIG. 6, and its vicinity. 図6に示した上部構造物と下部構造物との間に大きな水平方向の相対変形が生じた状態を示す概略図である。FIG. 7 is a schematic diagram illustrating a state in which a large horizontal relative deformation has occurred between the upper structure and the lower structure illustrated in FIG. 6. 図6に示した上部構造物が鉛直方向に浮き上がった状態を示す概略図である。FIG. 7 is a schematic diagram illustrating a state where the upper structure illustrated in FIG. 6 is lifted in a vertical direction. 従来のダウエルピンを備えた上部構造物と下部構造物との間に大きな水平方向の相対変形が生じた状態を示す概略図である。It is the schematic which shows the state which the big horizontal relative deformation | transformation produced between the upper structure and lower structure provided with the conventional dowel pin.

次に、本発明を実施するための形態について、図面を参照しながら詳細に説明する。   Next, an embodiment for carrying out the present invention will be described in detail with reference to the drawings.

図1は、本発明にかかるゴム座金の一実施の形態を示し、このゴム座金1は、貫通孔2aを有する円筒状のゴム体2と、ゴム体2の内径と略々同一の内径を有し、ゴム体2の上下面に接着されたリング状のフランジプレート3、4とを備える。   FIG. 1 shows an embodiment of a rubber washer according to the present invention. The rubber washer 1 has a cylindrical rubber body 2 having a through hole 2a and an inner diameter substantially the same as the inner diameter of the rubber body 2. And ring-shaped flange plates 3 and 4 bonded to the upper and lower surfaces of the rubber body 2.

ゴム体2は、緩衝材としての役割を果たし、図1(b)に示すように、その内周面2bには、外周側面に向けて窪む凹部2cが形成される。この凹部2cは、ゴム体2の内周に沿って連続的に形成され、上面視円環状に形成される。その際、断面視において、右側の凹部2cの位置と左側の凹部2cの位置とが対象となるように、凹部2cをフランジプレート3、4と平行に形成するのが好ましい。   The rubber body 2 plays a role as a cushioning material, and as shown in FIG. 1B, a concave portion 2c that is recessed toward the outer peripheral side surface is formed on the inner peripheral surface 2b. The recess 2c is continuously formed along the inner periphery of the rubber body 2, and is formed in an annular shape when viewed from above. At this time, it is preferable to form the recess 2c parallel to the flange plates 3 and 4 so that the position of the right recess 2c and the position of the left recess 2c are targeted in a cross-sectional view.

また、凹部2cは、ゴム体2の長さ方向(高さ方向)の1/2の位置(中央部)2dで、ゴム体2の径方向の肉厚が最も薄くなるように形成される。尚、図1においては、凹部2cの断面形状をR状としているが、凹部2cの形状は、これに限定されるものではない。例えば、双曲線状や楕円状等のR状以外の形状を採ることができ、さらに、凹状の傾斜具合が一定であり、ゴム体2の長さ方向の中央でゴム体2の肉厚を最薄とする断面視V型に形成することもできる。 The concave portion 2c is formed so that the radial thickness of the rubber body 2 is the smallest at a position (center portion) 2d that is 1/2 of the length direction (height direction) of the rubber body 2. In addition, in FIG. 1, although the cross-sectional shape of the recessed part 2c is made into R shape, the shape of the recessed part 2c is not limited to this. For example, shapes other than the R shape such as a hyperbola shape and an ellipse shape can be adopted, and the concave inclination is constant, and the thickness of the rubber body 2 is the thinnest at the center in the length direction of the rubber body 2. It can also be formed into a V-shaped cross-sectional view.

ゴム体2を形成するための弾性材料は、天然ゴム、又はクロロプレンゴム、ウレタンゴム等の合成ゴムを用いることができる。その際、カーボン等の補強材を加え、硬度、弾性率、伸び、強度等を適宜調整することができ、また、必要に応じて老化防止剤を添加し、耐候性を付与することもできる。   As the elastic material for forming the rubber body 2, natural rubber or synthetic rubber such as chloroprene rubber or urethane rubber can be used. At that time, a reinforcing material such as carbon can be added to adjust the hardness, elastic modulus, elongation, strength and the like as appropriate, and an anti-aging agent can be added as necessary to impart weather resistance.

フランジプレート3、4は、鋼材により形成され、具体的には、一般構造用の圧延鋼材により形成される。フランジプレート3、4において、耐食処理が必要な場合には、大気暴露する範囲に塗料又はめっき処置を施すことが好ましい。   The flange plates 3 and 4 are formed of a steel material, specifically, a rolled steel material for general structure. When the flange plates 3 and 4 need to be subjected to corrosion resistance, it is preferable to apply paint or plating treatment to the range exposed to the atmosphere.

尚、ゴム体2とフランジプレート3、4との接着は、ゴム加硫時に加硫接着により行うことが好ましいが、成型上、フランジプレート3、4の一方をゴム加硫時に加硫接着しつつ、他方を後に接着したり、或いは、ゴム体2を加硫成型した後にフランジプレート3、4の双方を接着することもできる。   The rubber body 2 and the flange plates 3 and 4 are preferably bonded by vulcanization adhesion at the time of rubber vulcanization. For molding, one of the flange plates 3 and 4 is vulcanized and bonded at the time of rubber vulcanization. The other can be bonded later, or both the flange plates 3 and 4 can be bonded after the rubber body 2 is vulcanized.

次に、上記構成を有するゴム座金1の試験例について、図1〜図3を参照しながら説明する。尚、試験にあたっては、凹部2cを有する筒状のゴム体2(図1参照)と、凹部を備えない直筒状のゴム体6(図2(a)参照)とを対象にして上下方向の圧縮力を作用させ、各ゴム体の変形態様を対比した。 Next, a test example of the rubber washer 1 having the above configuration will be described with reference to FIGS. In carrying out the test, a circular cylinder-shaped rubber member 2 having a recess 2c (see FIG. 1), a straight cylindrical shape without a recess rubber body 6 (see FIG. 2 (a)) and the vertical direction in the target A compression force was applied to compare the deformation modes of the rubber bodies.

まず、図2に示すように、肉厚一定のゴム体6においては、上下方向の圧縮力を作用させると、ゴム体6が膨張したり(図2(b)参照)、外側や内側に向けて変形する(図2(c)、(d)参照)など、変形態様が安定しない。また、いずれの変形態様においても、ゴム体6の一部がボルト配置領域7(図2(a)参照)に進入するため、ゴム体6がボルト(不図示)と接触することになり、ゴム体6の破損を招く危険性が高い。   First, as shown in FIG. 2, in the rubber body 6 having a constant thickness, when a vertical compressive force is applied, the rubber body 6 expands (see FIG. 2 (b)) or is directed outward or inward. Deformation (see FIGS. 2C and 2D), the deformation mode is not stable. In any of the deformation modes, since a part of the rubber body 6 enters the bolt arrangement region 7 (see FIG. 2A), the rubber body 6 comes into contact with the bolt (not shown), and the rubber There is a high risk of damaging the body 6.

これに対し、凹部2cを備えるゴム体2の場合には、図3(b)に示すように、ゴム体2の中央部2dが薄肉であるのに加え、ゴム体2の内周面側に凹部2cが設けられるため、上下方向の圧縮力を付与した際に、中央部2dを外周方向に押し出す力が作用する。このため、常時、外周方向に向けてゴム体2が膨張し、ゴム体2の一部がボルト配置領域7(図3(a)参照)に進入することがない。従って、ゴム体2がボルトと接触せず、ゴム体2の破損を防止することができる。   On the other hand, in the case of the rubber body 2 provided with the recess 2c, as shown in FIG. 3 (b), the central portion 2d of the rubber body 2 is thin and on the inner peripheral surface side of the rubber body 2. Since the concave portion 2c is provided, a force that pushes the central portion 2d in the outer peripheral direction acts when a vertical compressive force is applied. For this reason, the rubber body 2 always expands toward the outer peripheral direction, and a part of the rubber body 2 does not enter the bolt arrangement region 7 (see FIG. 3A). Therefore, the rubber body 2 does not come into contact with the bolt, and the rubber body 2 can be prevented from being damaged.

次に、ゴム座金1に圧縮試験機を用いて圧縮荷重を加えた場合のゴム座金1の状態変化、及びゴム座金1に付加した荷重とゴム座金1の変形量の関係について、図4及び図5を参照しながら説明する。尚、試験に用いたゴム座金1の寸法は、図4(a)に示す通りであり、ゴム体2には天然ゴムを、フランジプレート3、4にはSUS304を用い、このゴム座金1に矢印方向に圧縮荷重を加えた。   Next, the state change of the rubber washer 1 when a compression load is applied to the rubber washer 1 using a compression tester, and the relationship between the load applied to the rubber washer 1 and the deformation amount of the rubber washer 1 are shown in FIGS. This will be described with reference to FIG. The size of the rubber washer 1 used in the test is as shown in FIG. 4A. Natural rubber is used for the rubber body 2, SUS304 is used for the flange plates 3 and 4, and an arrow is attached to the rubber washer 1. A compressive load was applied in the direction.

ゴム座金1は、圧縮荷重を加えるにつれて、図4(a)の状態から、図4(b)〜図4(e)の状態へと変化し、ゴム座金1の変形量は、括弧内に示す通りである。これらの図より、ゴム座金1の変形状態は、外周方向に均一な膨張を伴いながら変形していることが判る。   The rubber washer 1 changes from the state of FIG. 4 (a) to the state of FIG. 4 (b) to FIG. 4 (e) as a compressive load is applied, and the deformation amount of the rubber washer 1 is shown in parentheses. Street. From these figures, it can be seen that the deformation state of the rubber washer 1 is deformed with uniform expansion in the outer peripheral direction.

また、図5に示すように、圧縮荷重を加えるにつれて、ゴム座金1は、変形初期時においては3mm変形時で36〜37kgfの抵抗力、すなわち12.5kgf/mmの圧縮剛性で、略々変形量15mmまで安定した線形的変形挙動を示し、15mmを超えると抵抗力を急激に増し、16トンまでの荷重、すなわち面圧で8273kgf/cm2にも充分に耐え得ることが判る。これらの結果から、本発明によるゴム座金は、圧縮時に座屈することなく安定的な変形形状を得られるため、圧縮剛性も安定して得ることができる。 Further, as shown in FIG. 5, as the compressive load is applied, the rubber washer 1 is substantially deformed with a resistance of 36 to 37 kgf at the time of 3 mm deformation at the initial stage of deformation, that is, a compression rigidity of 12.5 kgf / mm. It shows a stable linear deformation behavior up to an amount of 15 mm, and when it exceeds 15 mm, the resistance increases rapidly, and it can be understood that it can sufficiently withstand a load of up to 16 tons, that is, a surface pressure of 8273 kgf / cm 2 . From these results, since the rubber washer according to the present invention can obtain a stable deformed shape without buckling during compression, the compression rigidity can also be obtained stably.

次に、図1のゴム座金1を用いた支承及び構造物について、図6〜図9を参照しながら説明する。   Next, a support and a structure using the rubber washer 1 of FIG. 1 will be described with reference to FIGS.

図6は、ゴム座金1を積層ゴム体14の取付構造に用いた構造物11を示し、ゴム座金1は、積層ゴム体14の取付板16、17を、構造物11の基礎等の下部構造物19に固着されたアンカープレート15、及び上部構造物20に固着されたアッパープレート18に固定するための取付ボルト12と袋ナット13との間に介装される。   FIG. 6 shows a structure 11 in which the rubber washer 1 is used for the mounting structure of the laminated rubber body 14, and the rubber washer 1 has the mounting plates 16 and 17 of the laminated rubber body 14 and the lower structure such as the foundation of the structure 11. The anchor plate 15 fixed to the object 19 and the mounting bolt 12 for fixing to the upper plate 18 fixed to the upper structure 20 and the cap nut 13 are interposed.

図7に示すように、ゴム座金1は、積層ゴム体14(図6参照)の取付板16上に載置され、ゴム座金1のゴム体2の貫通孔2aを取付ボルト12が挿通し、取付ボルト12の雄ねじ部12aが、アンカープレート15に固着された袋ナット13の雌ねじ部13aに螺合し、積層ゴム体14の取付板16を構造物11(図6参照)のアンカープレート15に固定している。また、積層ゴム体14の取付板17も同様に、構造物11のアッパープレート18に固定される。そして、ゴム座金1を浮き上がりが生じた場合の圧縮量を残す程度に圧縮させた状態で取付ボルト12を締め込むこともできるので、取付ボルト12に予張力を付与した状態にすることができ、取付ボルト12の経年的な緩みを防止することもできる。   As shown in FIG. 7, the rubber washer 1 is placed on a mounting plate 16 of a laminated rubber body 14 (see FIG. 6), and mounting bolts 12 are inserted through the through holes 2a of the rubber body 2 of the rubber washer 1. The male threaded portion 12a of the mounting bolt 12 is screwed into the female threaded portion 13a of the cap nut 13 fixed to the anchor plate 15, and the mounting plate 16 of the laminated rubber body 14 is attached to the anchor plate 15 of the structure 11 (see FIG. 6). It is fixed. Similarly, the mounting plate 17 of the laminated rubber body 14 is fixed to the upper plate 18 of the structure 11. And, since the mounting bolt 12 can be tightened in a state where the rubber washer 1 is compressed so as to leave the amount of compression when lifting occurs, the mounting bolt 12 can be in a pre-tensioned state, Aged loosening of the mounting bolt 12 can also be prevented.

上記ゴム座金1を用いた構造物11の下部構造物19と上部構造物20との間に大きな水平方向の相対変形が生じると、図8に示すように、積層ゴム体14の端部には、回転モーメントによって大きな引張力が作用し、取付板16、17が矢視方向に反り上がる。その際、ゴム座金1は、取付ボルト12と干渉せずに圧縮変形するため、換言すれば、取付ボルト12の軸方向に引張力が作用すれば、ゴム座金1が取付ボルト12と緩衝せずに圧縮可能に配されているため、ゴム体2の圧縮変形により、積層ゴム体14に加えられる引張力を吸収することができ、過大な引張力が積層ゴム体14に作用することを防止することができる。また、これに加え、積層ゴム体14と構造物11の定着部分、すなわち積層ゴム体14の取付板16、17と構造物11のアンカープレート15とアッパープレート18との間にも過大な引張力を作用させないようにできるため、積層ゴム体14及び構造物(免震構造物)11の安全性が向上する。   When a large horizontal relative deformation occurs between the lower structure 19 and the upper structure 20 of the structure 11 using the rubber washer 1, as shown in FIG. A large tensile force acts by the rotational moment, and the mounting plates 16 and 17 warp in the direction of the arrow. At that time, the rubber washer 1 is compressed and deformed without interfering with the mounting bolt 12. In other words, if a tensile force acts in the axial direction of the mounting bolt 12, the rubber washer 1 does not buffer with the mounting bolt 12. Since the rubber body 2 is compressed and deformed, the tensile force applied to the laminated rubber body 14 can be absorbed by the compression deformation of the rubber body 2, and an excessive tensile force is prevented from acting on the laminated rubber body 14. be able to. In addition, an excessive tensile force is also applied between the fixing portion of the laminated rubber body 14 and the structure 11, that is, between the mounting plates 16 and 17 of the laminated rubber body 14 and the anchor plate 15 and the upper plate 18 of the structure 11. Therefore, the safety of the laminated rubber body 14 and the structure (seismic isolation structure) 11 is improved.

また、本発明によるゴム座金1によれば、免震設計において積層ゴム体を高層建築物又はアスペクト比の大きな建築構造物へ適用し、ロッキング等により構造物の一部が鉛直方向に浮き上がった際にも、図9に示すように、上部構造物20と積層ゴム体14を締結している取付ボルト12の軸線方向に、取付ボルト12と内周面で接することなく圧縮変形できるため、積層ゴム体14に過大な引張力を作用させず、さらに積層ゴム体14と構造物11の定着部である取付板17とアッパープレート18との間にも過大な引張力を作用させないようにすることができ、積層ゴム体14及び構造物(免震構造物)11の安全性が向上する。そして、ゴム座金1の圧縮剛性は、鋼材等を利用した座金に比較して小さいため、積層ゴム体の上下の取付鋼板16、17と、アッパープレート18又はアンカープレート15との離反が容易となり、積層ゴム体14及び積層ゴム体14と構造物との取付部分に作用する力をより小さくすることができる。   Further, according to the rubber washer 1 according to the present invention, when a laminated rubber body is applied to a high-rise building or a building structure having a large aspect ratio in a seismic isolation design, and a part of the structure is lifted vertically by rocking or the like. In addition, as shown in FIG. 9, the laminated rubber can be compressed and deformed in the axial direction of the mounting bolt 12 that fastens the upper structure 20 and the laminated rubber body 14 without contacting the mounting bolt 12 on the inner peripheral surface. It is possible to prevent an excessive tensile force from acting on the body 14 and to prevent an excessive tensile force from acting between the laminated rubber body 14 and the mounting plate 17 which is a fixing portion of the structure 11 and the upper plate 18. It is possible to improve the safety of the laminated rubber body 14 and the structure (base-isolated structure) 11. And, since the compression rigidity of the rubber washer 1 is smaller than that of a washer using a steel material or the like, it is easy to separate the upper and lower mounting steel plates 16 and 17 of the laminated rubber body from the upper plate 18 or the anchor plate 15. The force acting on the laminated rubber body 14 and the attachment portion between the laminated rubber body 14 and the structure can be further reduced.

1 ゴム座金
2 ゴム体
2a 貫通孔
2b 内周面
2c 凹部
2d 中央部
3、4 フランジプレート
6 ゴム体
7 ボルト配置領域
11 構造物
12 取付ボルト
12a 雄ねじ部
13 袋ナット
13a 雌ねじ部
14 積層ゴム体
15 アンカープレート
16、17 取付板
18 アッパープレート
19 下部構造物
20 上部構造物
DESCRIPTION OF SYMBOLS 1 Rubber washer 2 Rubber body 2a Through-hole 2b Inner peripheral surface 2c Recessed part 2d Center part 3, 4 Flange plate 6 Rubber body 7 Bolt arrangement | positioning area | region 11 Structure 12 Mounting bolt 12a Male thread part 13 Cap nut 13a Female thread part 14 Laminated rubber body 15 Anchor plate 16, 17 Mounting plate 18 Upper plate 19 Lower structure 20 Upper structure

Claims (4)

積層ゴム体の取付構造に用いられる座金であって、
該座金は、
ゴム材料からなる円筒体の内周面のみに凹面を有し、
該ゴム座金の円筒体両端面に、該円筒体の外径よりも大きい外径を有する鋼製リングが接着されることを特徴とするゴム座金。
A washer used for a laminated rubber body mounting structure,
The washer is
Have a concave only in the inner circumferential surface of the cylindrical body made of a rubber material,
A rubber washer, characterized in that a steel ring having an outer diameter larger than the outer diameter of the cylindrical body is bonded to both end faces of the cylindrical body of the rubber washer.
前記凹面により、該円筒体の長さ方向の中央部の肉厚が最も薄くなるように構成されることを特徴とする請求項1に記載のゴム座金。 It said concave surface, the rubber washer according to claim 1, characterized in that the wall thickness of the central portion in the length direction of the cylindrical body is configured so that the most thinner. 請求項1又は2に記載のゴム座金を、該ゴム座金の外径方向への膨張を規制することなく取付構造に設けることを特徴とする積層ゴム支承。 A laminated rubber bearing, characterized in that the rubber washer according to claim 1 or 2 is provided in an attachment structure without restricting expansion of the rubber washer in the outer diameter direction. 請求項に記載の積層ゴム支承で支持されることを特徴とする構造物。 A structure which is supported by the laminated rubber bearing according to claim 3 .
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