JP2013163930A - Joint member for rubber laminate, and rubber laminate and structure using the joint member - Google Patents

Joint member for rubber laminate, and rubber laminate and structure using the joint member Download PDF

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JP2013163930A
JP2013163930A JP2012027928A JP2012027928A JP2013163930A JP 2013163930 A JP2013163930 A JP 2013163930A JP 2012027928 A JP2012027928 A JP 2012027928A JP 2012027928 A JP2012027928 A JP 2012027928A JP 2013163930 A JP2013163930 A JP 2013163930A
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peripheral surface
steel material
cylindrical steel
laminated rubber
outer peripheral
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JP5814153B2 (en
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Kenta Nagahiro
健太 長弘
Takahito Nakamura
崇仁 仲村
Osamu Kochiyama
修 河内山
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Oiles Industry Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a joint member which bears a tensile load even when a cylindrical rubber is fractured, eliminating the need for separately having a fail-safe device.SOLUTION: A joint member to be inserted in a fixing bolt hole formed in a flange plate includes an inner peripheral surface-side cylindrical steel member 1a, an outer peripheral surface-side cylindrical steel member 1e, an intermediate cylindrical steel member 1c, and cylindrical rubbers 1b and 1d each inserted between the cylindrical steel members 1a, 1c, and 1e. The neighboring cylindrical steel members and the cylindrical rubbers are bonded to each other. An outer peripheral surface 1aO of the inner peripheral surface-side cylindrical steel member 1a, an inner peripheral surface 1cI and an outer peripheral surface 1cO of the intermediate cylindrical steel member 1c, and an inner peripheral surface 1eI of the outer peripheral surface-side cylindrical steel member 1e each have an inverted truncated cone shape. The dimensional relations of the outer peripheral surface and the inner peripheral surface of the cylindrical steel members 1a, 1c, and 1e are set to the following: D1>D3 and D2>D4, where D1 represents the upper diameter of the outer peripheral surface 1cO of the intermediate cylindrical steel member 1c, D3 represents the lower diameter of the inner peripheral surface 1eI of the outer peripheral surface-side cylindrical steel member 1e, D2 represents the upper diameter of the outer peripheral surface 1aO of the inner peripheral surface-side cylindrical steel member 1a, and D4 represents the lower diameter of the inner peripheral surface 1cI of the intermediate cylindrical steel member 1c.

Description

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接合部材、並び に該接合部材を用いた積層ゴム体及び構造物に関する。   The present invention relates to a joining member used for a laminated rubber body used for a seismic isolation structure in a building structure, and a laminated rubber body and a structure using the joining member.

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、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、その積層ゴム体の構造上、圧縮方向には大きな耐力を有し、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。   Laminated rubber bodies used for building structure and civil engineering structure bearing mounting structure, in particular, seismic isolation structure in building structure, seismic isolation structure in civil engineering structure and horizontal force distribution structure, on the structure of the laminated rubber body, Although it has a large 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、その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 the laminated rubber body and the upper part are The substructure was attached by connecting with dowel pins, and the designer was freed from studying the tensile force in the vertical direction.

しかし、前記ダウエルピン式の接合方法によると、水平変形時にダウエルピン部分の離反の程度が大きくなると、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、水平力の低下を生じ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, according to the dowel pin type bonding method, if the degree of separation of the dowel pin portion is increased during horizontal deformation, the dowel pin may come off and the laminated rubber body itself may be deformed. In such a state, the horizontal resistance force of the laminated rubber body is reduced, and there is a risk that the laminated rubber body starts to fall. Therefore, when the mounting structure using the dowel pins is adopted, the horizontal force is reduced. It was necessary to determine the use limit of the laminated rubber body with the amount of deformation as the fall limit (rollout displacement) (see Non-Patent Document 1, for example).

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、一般的に、前出した転倒限界を考慮しなくて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が、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や、積層ゴム体に鉛直方向の耐力以上の引張力を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上り防止装置を設ける工夫が行われるようになってきている。また、積層ゴム体に大きな引張力を伝達させないようにするため、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研究されている。   For this reason, in order to connect the laminated rubber body and the upper and lower structures, generally, a fastening means using a mounting bolt that does not need to consider the above-mentioned fall limit has been widely used. The seismic isolation design of structures has been applied to high-rise buildings and building structures with a large aspect ratio. Accordingly, the development of laminated rubber bodies with high tensile capacity and the development of laminated rubber bodies In order to prevent the transmission of a tensile force greater than the yield strength in the vertical direction, a device has been devised to provide an anti-lifting device between the upper structure and the ground. In addition, various studies have been made on the method of binding the laminated rubber body and the upper and lower structures so as not to transmit a large tensile force to the laminated rubber body.

しかし、特許文献1に記載の積層ゴム免震支承装置の取付構造のように、積層ゴム体の取付板を二重構造にしたり、特許文献2に記載の積層ゴム支承体のように、積層ゴム体のフランジ部材の曲げ剛性を低下させるため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手段は、積層ゴム体の構造本体の設計変更を伴い、費用も時間もかかる上に、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, the laminated rubber body mounting plate has a double structure, as in the laminated rubber seismic isolation device mounting structure described in Patent Document 1, or the laminated rubber body as in the laminated rubber bearing body described in Patent Document 2. In order to reduce the bending rigidity of the flange member of the body, the means for reducing the tensile force applied to the laminated rubber body by processing the flange is accompanied by a design change of the structural body of the laminated rubber body, which is costly and time consuming. In addition, it was necessary to review the installation space, and it was not easy to apply.

一方、特許文献3に記載の免震アイソレータの締結法や、特許文献4に記載の免震装置の引き抜き対応機構のような、積層ゴム体の取付部分に緩衝材を介在させる技術は、鋼材の接触部や弾性変形を生じる部分の防錆や、ゴム材料の圧縮特性を利用した単なる円筒状の形態では、圧縮時において筒状内径方向にゴム材料が膨出し、取付ボルトとの緩衝を生じ、筒状ゴム座金からなる緩衝材の破損に繋がる虞があった。   On the other hand, the technique of interposing a cushioning material in the attachment part of the laminated rubber body, such as the fastening method of the seismic isolation isolator described in Patent Document 3 and the pull-out support mechanism of the seismic isolation device described in Patent Document 4, In the rust prevention of the contact part and the part that causes elastic deformation and the simple cylindrical form utilizing the compression characteristics of the rubber material, the rubber material bulges in the cylindrical inner diameter direction at the time of compression, causing a buffer with the mounting bolt, There is a possibility that the cushioning material made of the cylindrical rubber washer may be damaged.

そこで、本出願は、特許文献5において、図7に示すように、構造物43の上部構造体38と下部構造体39との間に介装された積層ゴム体37を、上部構造体38及び下部構造体39と積層ゴム体37との浮上りを許容しながら接合する積層ゴム体用接合部材31A、31B(31)を提案した。   Therefore, in this patent application, as shown in FIG. 7, this application describes a laminated rubber body 37 interposed between an upper structure 38 and a lower structure 39 of a structure 43 as an upper structure 38 and a lower structure 39. The laminated rubber body joining members 31A and 31B (31) for joining while allowing the lower structure 39 and the laminated rubber body 37 to float are proposed.

図8に示すように、この積層ゴム体用接合部材(以下、適宜「接合部材」と略称する)31は、せん断形筒状ゴム体として形成され、内周面側円筒状鋼材31aと、フランジ部31e’を有する外周面側円筒状鋼材31eと、中間円筒状鋼材31cと、これらの円筒状鋼材31a、31c、31eの間に各々介装される円筒状ゴム31b、31dとで構成され、隣接する円筒状鋼材31a、31c、31eと円筒状ゴム31b、31dとは互いに加硫接着等で頑強に接着され、接合部材31は、断面視同心円状の積層ゴム形状に形成される。   As shown in FIG. 8, this laminated rubber body joining member (hereinafter abbreviated as “joining member” as appropriate) 31 is formed as a sheared cylindrical rubber body, and includes an inner peripheral surface side cylindrical steel material 31 a, a flange An outer peripheral surface side cylindrical steel material 31e having a portion 31e ', an intermediate cylindrical steel material 31c, and cylindrical rubbers 31b, 31d respectively interposed between the cylindrical steel materials 31a, 31c, 31e, The adjacent cylindrical steel materials 31a, 31c, 31e and the cylindrical rubbers 31b, 31d are firmly bonded to each other by vulcanization bonding or the like, and the joining member 31 is formed in a laminated rubber shape that is concentric in a sectional view.

上記接合部材31は、図7に示すように、下側フランジプレート33Aと下側アンカープレート34Aとの間で、積層ゴム体37の複数取付ボルト32Aの各々に介装されると共に、上側フランジプレート33Bと上側アンカープレート34Bとの間で、積層ゴム体37の複数取付ボルト32Bの各々に、上記と同様の要領で介装される。   As shown in FIG. 7, the joining member 31 is interposed between each of the plurality of mounting bolts 32A of the laminated rubber body 37 between the lower flange plate 33A and the lower anchor plate 34A, and the upper flange plate. Between the 33B and the upper anchor plate 34B, each of the plurality of mounting bolts 32B of the laminated rubber body 37 is interposed in the same manner as described above.

上記構成を有する接合部材31は、地震時等に、構造物43の上部構造体38にロッキング等により浮上りが生じ、積層ゴム体37の取付部に鉛直方向に引張力が作用した場合、具体的には、図8に示すように、積層ゴム体37のフランジプレート33と上部及び下部構造体38、39に固定されたアンカープレート34との間に鉛直方向の浮上りを生じても、積層ゴム形状に形成された接合部材31の内周面側円筒状鋼材31aがアンカープレート34に不動に固定されていると共に、外周面側円筒状鋼材31eのフランジ部31e’がフランジプレート33の上面に接合されているため、接合部材31が鉛直方向にせん断変形を生じることができ、積層ゴム体37の上方への浮上りを吸収し、積層ゴム体37の弾性層、接着層等に大きな引張力が生じるのを防止し、積層ゴム体37の損傷や破断を防止することができる。   When the joining member 31 having the above-described structure is lifted due to locking or the like in the upper structure 38 of the structure 43 during an earthquake or the like, and a tensile force acts on the attachment portion of the laminated rubber body 37 in the vertical direction, Specifically, as shown in FIG. 8, even if vertical lifting occurs between the flange plate 33 of the laminated rubber body 37 and the anchor plates 34 fixed to the upper and lower structures 38 and 39, The inner peripheral surface side cylindrical steel material 31 a of the joining member 31 formed in a rubber shape is fixed to the anchor plate 34, and the flange portion 31 e ′ of the outer peripheral surface side cylindrical steel material 31 e is formed on the upper surface of the flange plate 33. Since they are joined, the joining member 31 can cause shear deformation in the vertical direction, absorbs the upward floating of the laminated rubber body 37, and is large in the elastic layer, the adhesive layer and the like of the laminated rubber body 37. To prevent the tension occurs, it is possible to prevent damage or breakage of the laminated rubber body 37.

そのため、大掛かりな積層ゴム体の取付部分の形状変更を行わずに、アスペクト比の大きな免震建築構造物等において、上部構造物に浮上りが生じた場合でも、当該浮上り量を吸収できると共に、積層ゴム体の弾性層や接着層に対する鉛直方向の引張力を低減して積層ゴム体の破損や損傷を防止することのできる接合部材を提供すると共に、該接合部材を備えた積層ゴム体及び該積層ゴム体により支持される構造物を提供することができる。   For this reason, in the case of a base-isolated building structure with a large aspect ratio, the amount of lift can be absorbed without changing the shape of the mounting portion of the large laminated rubber body. And providing a joining member capable of reducing the tensile force in the vertical direction with respect to the elastic layer or the adhesive layer of the laminated rubber body and preventing the laminated rubber body from being damaged or damaged, and the laminated rubber body provided with the joining member, and A structure supported by the laminated rubber body can be provided.

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 国際公開第2011−043242号パンフレットInternational Publication No. 2011-043242 Pamphlet

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、上記特許文献5に記載の積層ゴム体用接合部材31によれば、円筒状ゴム31b、31dは、円筒状鋼材31a、31c、31eに比較して材料強度が小さいため、長期間の使用等により強度が限界に達すると、円筒状ゴム31b、31d自体又は円筒状ゴム31b、31dと円筒状鋼材31a、31c、31eとの接着部で破断する虞があり、例えば、図9に示すように、円筒状ゴム31bと円筒状鋼材31cの接着部で破断すると、接合部材31によるフランジプレート33とアンカープレート34との接合が機能せず、接合部材31によって積層ゴム体37の引張り荷重を支持することができなくなる。そのため、別途フェイルセーフ装置を設ける必要があった。   However, according to the laminated rubber body bonding member 31 described in Patent Document 5, the cylindrical rubbers 31b and 31d have a lower material strength than the cylindrical steel materials 31a, 31c and 31e, so that they can be used for a long time. When the strength reaches the limit due to the above, there is a risk of breaking at the cylindrical rubber 31b, 31d itself or at the bonded portion between the cylindrical rubber 31b, 31d and the cylindrical steel materials 31a, 31c, 31e, for example, as shown in FIG. In addition, if fracture occurs at the bonded portion of the cylindrical rubber 31b and the cylindrical steel material 31c, the joining of the flange plate 33 and the anchor plate 34 by the joining member 31 does not function, and the joining member 31 supports the tensile load of the laminated rubber body 37. Can not do. Therefore, it is necessary to provide a separate fail-safe device.

そこで、本発明は、このような状況に鑑みてなされたものであって、円筒状ゴム等が破断しても引張り荷重を支持することができ、別途フェイルセーフ装置を設ける必要のない接合部材を提供すると共に、該接合部材を備えた積層ゴム体及び該積層ゴム体により支持される構造物を提供することを目的とする。   Therefore, the present invention has been made in view of such a situation, and it is possible to support a tensile load even when a cylindrical rubber or the like is broken, and a joining member that does not require a separate fail-safe device is provided. An object of the present invention is to provide a laminated rubber body provided with the joining member and a structure supported by the laminated rubber body.

上記目的を達成するため、本発明は、ゴム材料からなる弾性層と補強板とを交互に積層した積層ゴム部の下端面にフランジプレートが接合されて形成された積層ゴム体を、該フランジプレートを介して下部構造体に、該積層ゴム体の浮上りを許容しながら接合する積層ゴム体用接合部材であって、前記フランジプレートに穿設された取付ボルト孔に挿入され、外周面側が前記フランジプレートの鉛直方向の離反に対して追従するように該フランジプレートと接合される外側筒状鋼材と、前記取付ボルト孔に挿入され、内周面側が前記下部構造体に固定されたアンカープレート側に、取付用ボルトを介して不動に固定される内側筒状鋼材と、前記外側筒状鋼材の内周面と前記内側筒状鋼材の外周面との間に配され、該外側筒状鋼材の内周面及び該内側筒状鋼材の外周面と一体化された筒状ゴムとを備え、前記外側筒状鋼材の内周面は、上径が下径より大径である逆円錐台状に形成され、前記内側筒状鋼材の外周面は、逆円錐台状で、かつ該外周面の上径が前記外側筒状鋼材の内周面の下径より大径に形成されることを特徴とする。   In order to achieve the above object, the present invention provides a laminated rubber body formed by joining a flange plate to the lower end surface of a laminated rubber portion in which elastic layers and reinforcing plates made of a rubber material are alternately laminated. A laminated rubber body joining member that is joined to the lower structure while allowing the laminated rubber body to float, and is inserted into a mounting bolt hole drilled in the flange plate, and the outer peripheral surface side is An outer cylindrical steel material joined to the flange plate so as to follow the vertical separation of the flange plate, and the anchor plate side inserted into the mounting bolt hole and the inner peripheral surface side being fixed to the lower structure Are arranged between an inner cylindrical steel material fixedly fixed via a mounting bolt, an inner peripheral surface of the outer cylindrical steel material and an outer peripheral surface of the inner cylindrical steel material, and the outer cylindrical steel material Inner surface and A cylindrical rubber integrated with an outer peripheral surface of the inner cylindrical steel material, and an inner peripheral surface of the outer cylindrical steel material is formed in an inverted truncated cone shape having an upper diameter larger than a lower diameter, The outer peripheral surface of the tubular steel material has an inverted truncated cone shape, and the upper diameter of the outer peripheral surface is formed larger than the lower diameter of the inner peripheral surface of the outer cylindrical steel material.

そして、本発明によれば、外側筒状鋼材の内周面を上径が下径より大径である逆円錐台状に形成し、内側筒状鋼材の外周面を、逆円錐台状で、かつ該外周面の上径が前記外側筒状鋼材の内周面の下径より大径に形成したため、筒状ゴムが破断しても、内側筒状鋼材の外周面を外側筒状鋼材の内周面で保持することができ、筒状ゴムが破断しても、この積層ゴム体用接合部材によって引張り荷重を支持することができ、別途フェイルセーフ装置を設ける必要がない。   And according to the present invention, the inner peripheral surface of the outer cylindrical steel material is formed in an inverted truncated cone shape whose upper diameter is larger than the lower diameter, and the outer peripheral surface of the inner cylindrical steel material is in an inverted truncated cone shape, In addition, since the upper diameter of the outer peripheral surface is larger than the lower diameter of the inner peripheral surface of the outer cylindrical steel material, the outer peripheral surface of the inner cylindrical steel material can be Even if the cylindrical rubber is ruptured, the tensile load can be supported by the laminated rubber body joining member, and there is no need to provide a separate fail-safe device.

また、本発明に係る積層ゴム体用接合部材は、外側筒状鋼材の内周面及び内側筒状鋼材の外周面を逆円錐台状に形成しているため、自己調芯機能を発揮させることができ、積層ゴムの設置位置を安定的に維持することができる。   Moreover, since the joining member for laminated rubber bodies according to the present invention forms the inner peripheral surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material in an inverted truncated cone shape, the self-aligning function is exhibited. And the installation position of the laminated rubber can be stably maintained.

更に、上記積層ゴム体用接合部材が水平方向に変形しながら、積層ゴム体の引張り荷重を支持する際には、この接合部材は、鉛直方向の剛性に非線形性を有するため、積層ゴム体の回転モーメントを打ち消す力が発生することを期待できる。   Further, when the laminated rubber body joining member deforms in the horizontal direction and supports the tensile load of the laminated rubber body, the joining member has non-linearity in the rigidity in the vertical direction. It can be expected that a force that cancels the rotational moment is generated.

上記積層ゴム体用接合部材は、前記外側筒状鋼材の内周面と前記内側筒状鋼材の外周面との間に、前記筒状ゴムを前記外側筒状鋼材側部分と前記内側筒状鋼材側部分とに分割するように、かつ該分割された筒状ゴムと一体化されるように配され、外周面及び内周面が共に逆円錐台状に形成される少なくとも1つの筒状鋼材を備え、該少なくとも1つの筒状鋼材の外周面の上径は、隣接する外側の筒状鋼材の内周面の下径よりも大径に形成することができる。これにより、上記発明と同様に、引張り荷重を支持することができると共に、積層ゴムの設置位置を安定的に維持することなどが可能となる。   The joining member for a laminated rubber body is formed by connecting the cylindrical rubber between the outer cylindrical steel material side portion and the inner cylindrical steel material between an inner peripheral surface of the outer cylindrical steel material and an outer peripheral surface of the inner cylindrical steel material. At least one cylindrical steel material that is arranged so as to be divided into side portions and integrated with the divided cylindrical rubber, and whose outer peripheral surface and inner peripheral surface are both formed in an inverted truncated cone shape. And the upper diameter of the outer peripheral surface of the at least one cylindrical steel material can be formed larger than the lower diameter of the inner peripheral surface of the adjacent outer cylindrical steel material. Thereby, like the said invention, while being able to support a tensile load, it becomes possible to maintain the installation position of laminated rubber stably, etc.

また、本発明は、ゴム材料からなる弾性層と補強板とを交互に積層した積層ゴム部の上端面にフランジプレートが接合されて形成された積層ゴム体を、該フランジプレートを介して上部構造体に、該積層ゴム体の浮上りを許容しながら接合する積層ゴム体用接合部材であって、前記フランジプレートに穿設された取付ボルト孔に挿入され、外周面側が前記フランジプレートの鉛直方向の離反に対して追従するように該フランジプレートと接合される外側筒状鋼材と、前記取付ボルト孔に挿入され、内周面側が前記上部構造体に固定されたアンカープレート側に、取付用ボルトを介して不動に固定される内側筒状鋼材と、前記外側筒状鋼材の内周面と前記内側筒状鋼材の外周面との間に配され、該外側筒状鋼材の内周面及び該内側筒状鋼材の外周面と一体化された筒状ゴムとを備え、前記外側筒状鋼材の内周面は、下径が上径より大径である円錐台状に形成され、前記内側筒状鋼材の外周面は、円錐台状で、かつ該外周面の下径が前記外側筒状鋼材の内周面の上径より大径に形成されることを特徴とする。   The present invention also provides a laminated rubber body formed by joining a flange plate to the upper end surface of a laminated rubber portion in which elastic layers and reinforcing plates made of a rubber material are alternately laminated, with the upper structure interposed therebetween. A laminated rubber body joining member that is joined to a body while allowing the laminated rubber body to float, and is inserted into a mounting bolt hole drilled in the flange plate, the outer peripheral surface side being a vertical direction of the flange plate An outer cylindrical steel member joined to the flange plate so as to follow the separation of the flange plate, an installation bolt on the anchor plate side inserted into the mounting bolt hole and the inner peripheral surface side being fixed to the upper structure Between the inner cylindrical steel material fixedly fixed via the inner cylindrical surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material. Outside the inner tubular steel A cylindrical rubber integrated with the surface, the inner peripheral surface of the outer cylindrical steel material is formed in a truncated cone shape whose lower diameter is larger than the upper diameter, and the outer peripheral surface of the inner cylindrical steel material is In addition, the shape is a truncated cone, and the lower diameter of the outer peripheral surface is formed larger than the upper diameter of the inner peripheral surface of the outer cylindrical steel material.

そして、本発明によれば、外側筒状鋼材の内周面を下径が上径より大径である円錐台状に形成し、内側筒状鋼材の外周面を、円錐台状で、かつ該外周面の下径が前記外側筒状鋼材の内周面の上径より大径に形成したため、筒状ゴムが破断しても、内側筒状鋼材の外周面を外側筒状鋼材の内周面で保持することができ、筒状ゴムが破断しても、この積層ゴム体用接合部材によって引張り荷重を支持することができ、別途フェイルセーフ装置を設ける必要がない。また、外側筒状鋼材の内周面及び内側筒状鋼材の外周面を円錐台状に形成しているため、自己調芯機能を発揮させることができ、積層ゴムの設置位置を安定的に維持することができる。更に、上記積層ゴム体用接合部材が水平方向に変形しながら、積層ゴム体の引張り荷重を支持する際には、この接合部材は、鉛直方向の剛性に非線形性を有するため、積層ゴム体の回転モーメントを打ち消す力が発生することを期待できる。   According to the present invention, the inner peripheral surface of the outer cylindrical steel material is formed in a truncated cone shape whose lower diameter is larger than the upper diameter, and the outer peripheral surface of the inner cylindrical steel material is in a truncated cone shape, and the Since the lower diameter of the outer peripheral surface is formed to be larger than the upper diameter of the inner peripheral surface of the outer cylindrical steel material, the outer peripheral surface of the inner cylindrical steel material can be used as the inner peripheral surface of the outer cylindrical steel material even when the cylindrical rubber breaks. Even if the cylindrical rubber is broken, the tensile load can be supported by the laminated rubber body joining member, and there is no need to provide a separate fail-safe device. In addition, since the inner peripheral surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material are formed in a truncated cone shape, the self-alignment function can be exhibited and the installation position of the laminated rubber can be maintained stably. can do. Further, when the laminated rubber body joining member deforms in the horizontal direction and supports the tensile load of the laminated rubber body, the joining member has non-linearity in the rigidity in the vertical direction. It can be expected that a force that cancels the rotational moment is generated.

上記積層ゴム体用接合部材は、前記外側筒状鋼材の内周面と前記内側筒状鋼材の外周面との間に、前記筒状ゴムを前記外側筒状鋼材側部分と前記内側筒状鋼材側部分とに分割するように、かつ該分割された筒状ゴムと一体化されるように配され、外周面及び内周面が共に円錐台状に形成される少なくとも1つの筒状鋼材を備え、該少なくとも1つの筒状鋼材の外周面の下径は、隣接する外側の筒状鋼材の内周面の上径よりも大径に形成することができる。これにより、上記発明と同様に、引張り荷重を支持することができると共に、積層ゴムの設置位置を安定的に維持することなどが可能となる。   The joining member for a laminated rubber body is formed by connecting the cylindrical rubber between the outer cylindrical steel material side portion and the inner cylindrical steel material between an inner peripheral surface of the outer cylindrical steel material and an outer peripheral surface of the inner cylindrical steel material. It is arranged so as to be divided into side portions and integrated with the divided cylindrical rubber, and includes at least one cylindrical steel material in which both the outer peripheral surface and the inner peripheral surface are formed in a truncated cone shape. The lower diameter of the outer peripheral surface of the at least one tubular steel material can be formed larger than the upper diameter of the inner peripheral surface of the adjacent outer cylindrical steel material. Thereby, like the said invention, while being able to support a tensile load, it becomes possible to maintain the installation position of laminated rubber stably, etc.

また、本発明は、積層ゴム体及び構造物であって、上記いずれかに記載の積層ゴム体用接合部材を備えることを特徴とする。これにより、上述のように、別途フェイルセーフ装置を設ける必要がなく、低コストで、積層ゴム体及び構造物の安全性を向上させることができる。   In addition, the present invention is a laminated rubber body and a structure, and is characterized by including any one of the above-mentioned laminated rubber body joining members. Thereby, as mentioned above, it is not necessary to provide a separate fail-safe device, and the safety of the laminated rubber body and the structure can be improved at low cost.

以上のように、本発明によれば、別途フェイルセーフ装置を設ける必要のない接合部材を提供することができると共に、該接合部材を備えた積層ゴム体及び該積層ゴム体により支持される構造物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 joining member that does not require a separate fail-safe device, and to provide a laminated rubber body provided with the joining member and a structure supported by the laminated rubber body. Can be provided.

本発明にかかる積層ゴム体用接合部材の一実施の形態の取付状態を示す断面図である。It is sectional drawing which shows the attachment state of one Embodiment of the joining member for laminated rubber bodies concerning this invention. 図1の接合部材を示す図であって、(a)は平面図、(b)は(a)のA−A線断面図である。It is a figure which shows the joining member of FIG. 1, Comprising: (a) is a top view, (b) is the sectional view on the AA line of (a). 図1の接合部材を取り付けた積層ゴム体及び構造物の一部破断断面図であって、上部構造物と下部構造物との間に水平方向の相対変形が生じる前の状態を示す。It is a partially broken sectional view of the laminated rubber body and the structure to which the joining member of FIG. 1 is attached, and shows a state before relative deformation in the horizontal direction occurs between the upper structure and the lower structure. 図1の接合部材を取り付けた積層ゴム体及び構造物の一部破断断面図であって、上部構造物と下部構造物との間に水平方向の相対変形が生じた後の状態を示す。FIG. 2 is a partially cutaway cross-sectional view of a laminated rubber body and a structure to which the joining member of FIG. 1 is attached, showing a state after relative deformation in the horizontal direction has occurred between the upper structure and the lower structure. 図4における接合部材及びその近傍を示す拡大図である。It is an enlarged view which shows the joining member in FIG. 4, and its vicinity. 図1の接合部材の筒状ゴムが破断した状態を示す断面図である。It is sectional drawing which shows the state which the cylindrical rubber of the joining member of FIG. 1 fractured | ruptured. 従来の積層ゴム体用接合部材を取り付けた積層ゴム体及び構造物の一部破断断面図である。It is a partially broken sectional view of a laminated rubber body and a structure to which a conventional laminated rubber body joining member is attached. 図7の積層ゴム体の浮上り時における接合部材の変形状態を示す断面図である。It is sectional drawing which shows the deformation | transformation state of the joining member at the time of the floating of the laminated rubber body of FIG. 図7の積層ゴム体用接合部材の筒状ゴムが破断した状態を示す断面図である。It is sectional drawing which shows the state which the cylindrical rubber of the joining member for laminated rubber bodies of FIG. 7 fractured | ruptured.

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乃至図3は、本発明にかかる積層ゴム体用接合部材の一実施の形態を示し、この接合部材1は、図3に示すように、構造物13の上部構造体8と下部構造体9との間に介装された積層ゴム体7を、上部構造体8及び下部構造体9と積層ゴム体7との浮上りを許容しながら接合するために用いられる。   FIG. 1 to FIG. 3 show an embodiment of a laminated rubber body joining member according to the present invention. The joining member 1 includes an upper structure 8 and a lower structure of a structure 13 as shown in FIG. 9, the laminated rubber body 7 interposed between the upper structure 8 and the lower structure 9 and the laminated rubber body 7 are joined to each other while allowing the floating.

積層ゴム体7は、ゴム層6aと補強板6bとを交互に積層した積層ゴム部6の上下端面の各々にフランジプレート3(3A、3B)が接合されて形成され、ゴム層6aと補強板6b及びゴム層6aとフランジプレート3との接触面は、加硫接着により一体的に形成される。積層ゴム部6の貫通孔には、円柱状の鉛プラグ6cが封入され、2枚のキャッププレート6dで封止される。   The laminated rubber body 7 is formed by joining the flange plates 3 (3A, 3B) to the upper and lower end surfaces of the laminated rubber portion 6 in which the rubber layers 6a and the reinforcing plates 6b are alternately laminated, and the rubber layer 6a and the reinforcing plate. The contact surfaces of 6b and the rubber layer 6a and the flange plate 3 are integrally formed by vulcanization adhesion. A cylindrical lead plug 6c is enclosed in the through hole of the laminated rubber portion 6, and is sealed with two cap plates 6d.

上部構造体8の下面には、頭付きスタッド11Bを介して上側アンカープレート4Bが固定され、下部構造体9の上面には、頭付きスタッド11Aを介して下側アンカープレート4Aが固定され、積層ゴム体7のフランジプレート3の延出部に接合部材1(1A、1B)が装着される。   The upper anchor plate 4B is fixed to the lower surface of the upper structure 8 via a headed stud 11B, and the lower anchor plate 4A is fixed to the upper surface of the lower structure 9 via a headed stud 11A. The joining member 1 (1A, 1B) is attached to the extending portion of the flange plate 3 of the rubber body 7.

図1及び図2に示すように、接合部材1は、せん断形筒状ゴム体として形成され、挿通穴1a’を有する内周面側筒状鋼材1aと、フランジ部1e’及び雌ねじ部1fを有する外周面側筒状鋼材1eと、中間筒状鋼材1cと、これらの筒状鋼材1a、1c、1eの間に各々介装される筒状ゴム1b、1dとで構成され、隣接する筒状鋼材と筒状ゴムとは互いに接着剤により頑強に接着され、好ましくは積層ゴム部6等に用いられる加硫接着とするのがよい。これによって、接合部材1は、断面視同心円状の積層ゴム形状に形成される。   As shown in FIGS. 1 and 2, the joining member 1 is formed as a shear-shaped cylindrical rubber body, and includes an inner peripheral surface side tubular steel material 1a having an insertion hole 1a ′, a flange portion 1e ′, and a female screw portion 1f. An outer peripheral surface side cylindrical steel material 1e, an intermediate cylindrical steel material 1c, and cylindrical rubbers 1b, 1d interposed between these cylindrical steel materials 1a, 1c, 1e, respectively, are adjacent to each other. The steel material and the cylindrical rubber are firmly bonded to each other by an adhesive, and preferably vulcanized bonding used for the laminated rubber portion 6 or the like. As a result, the joining member 1 is formed in a laminated rubber shape that is concentric in a sectional view.

上記内周面側筒状鋼材1aの外周面1aO、中間筒状鋼材1cの内周面1cI及び外周面1cO、外周面側筒状鋼材1eの内周面1eIは、各々逆円錐台状に形成され、各筒状鋼材1a、1c、1eの外周面及び内周面の寸法関係は以下のように設定されている。
中間筒状鋼材1cの外周面1cOの上径D1>外周面側筒状鋼材1eの内周面1eIの下径D3
内周面側筒状鋼材1aの外周面1aOの上径D2>中間筒状鋼材1cの内周面1cIの下径D4
The outer peripheral surface 1aO of the inner peripheral surface side tubular steel material 1a, the inner peripheral surface 1cI and outer peripheral surface 1cO of the intermediate cylindrical steel material 1c, and the inner peripheral surface 1eI of the outer peripheral surface side cylindrical steel material 1e are each formed in an inverted truncated cone shape. And the dimensional relationship of the outer peripheral surface and inner peripheral surface of each cylindrical steel material 1a, 1c, 1e is set as follows.
Upper diameter D1 of outer peripheral surface 1cO of intermediate tubular steel material 1c> lower diameter D3 of inner peripheral surface 1eI of outer peripheral surface side tubular steel material 1e
Upper diameter D2 of outer peripheral surface 1aO of inner peripheral surface side tubular steel material 1a> lower diameter D4 of inner peripheral surface 1cI of intermediate cylindrical steel material 1c

上記筒状鋼材1a、1c、1eは、鋼からなる材料に代えて、せん断形筒状ゴムからなる接合部材に求められる、筒状の軸方向へのせん断変形機能及び筒状外周面方向からの圧縮変形機能に支障がない範囲であれば、合成樹脂、アルミ等の非鉄金属材料も使用することができる。   The cylindrical steel materials 1a, 1c and 1e are obtained from a joining member made of sheared tubular rubber instead of a material made of steel, and have a shear deformation function in the tubular axial direction and from the direction of the tubular outer peripheral surface. A non-ferrous metal material such as synthetic resin or aluminum can be used as long as it does not interfere with the compression deformation function.

筒状ゴム1b、1dの各々の外周面及び内周面も、上記筒状鋼材1a、1c、1eと同様に逆円錐台状に形成され、筒状ゴム1b、1dに使用されるゴムの材料は、機械的特性に優れていることに加え、それらの経年変化が小さく、更に耐水性、耐オゾン性等の環境特性も好ましい材料がよく、天然ゴム、合成ゴムいずれの材料であっても、天然ゴムと合成ゴムを混合したゴム材料であってもよい。   The outer peripheral surface and the inner peripheral surface of each of the cylindrical rubbers 1b and 1d are also formed in an inverted truncated cone shape like the cylindrical steel materials 1a, 1c and 1e, and the rubber material used for the cylindrical rubbers 1b and 1d. In addition to excellent mechanical properties, their aging is small, and materials with favorable environmental properties such as water resistance and ozone resistance are also good, whether natural rubber or synthetic rubber, A rubber material in which natural rubber and synthetic rubber are mixed may be used.

取付ボルト2は、六角穴付きボルトであって、頭部(膨大部)2aに六角穴2cが穿設され、雄ねじ部2bを有する。また、袋ナット5は、大径部5aと、小径部5bとを有し、小径部5bの上面に開口する雌ねじ部5cを有する。   The mounting bolt 2 is a hexagon socket head cap bolt, and a hexagon socket 2c is formed in the head (enlarged portion) 2a and has a male screw portion 2b. The cap nut 5 has a large diameter portion 5a and a small diameter portion 5b, and has a female screw portion 5c that opens on the upper surface of the small diameter portion 5b.

接合部材1の取付にあたっては、図1に示すように、アンカープレート4の貫通穴4aに袋ナット5の小径部5bを収容し、フランジプレート3の貫通穴3aに接合部材1を収容し、接合部材1の外周面側筒状鋼材1eのフランジ部1e’をフランジプレート3の上面に当接させ、フランジプレート3とアンカープレート4とを重ね合わせ、取付ボルト2を接合部材1の挿通穴1a’に挿通させた後、取付ボルト2の雄ねじ部2bと袋ナット5の雌ねじ部5cを螺合させる。これによって、接合部材1の内周面側筒状鋼材1aが、取付ボルト2の膨大部2aと袋ナット5の小径部5bとで強固に挟持され、アンカープレート4に不動に固定される。一方、接合部材1の外周面側筒状鋼材1eのフランジ部1e’が、雌ねじ部1fに螺合する雌ねじ(不図示)によってフランジプレート3の上面に固定される。   When attaching the joining member 1, as shown in FIG. 1, the small diameter portion 5 b of the cap nut 5 is accommodated in the through hole 4 a of the anchor plate 4, and the joining member 1 is accommodated in the through hole 3 a of the flange plate 3. The flange portion 1e ′ of the cylindrical steel material 1e on the outer peripheral surface side of the member 1 is brought into contact with the upper surface of the flange plate 3, the flange plate 3 and the anchor plate 4 are overlapped, and the mounting bolt 2 is inserted into the insertion hole 1a ′ of the joining member 1. Then, the male screw portion 2b of the mounting bolt 2 and the female screw portion 5c of the cap nut 5 are screwed together. Thereby, the inner peripheral surface side tubular steel material 1a of the joining member 1 is firmly sandwiched between the enormous portion 2a of the mounting bolt 2 and the small diameter portion 5b of the cap nut 5, and is fixedly fixed to the anchor plate 4. On the other hand, the flange portion 1e 'of the outer peripheral surface side tubular steel material 1e of the joining member 1 is fixed to the upper surface of the flange plate 3 by a female screw (not shown) screwed into the female screw portion 1f.

上記接合部材1は、図3に示すように、下側フランジプレート3Aと下側アンカープレート4Aとの間で、積層ゴム体7の複数取付ボルト2Aの各々に介装されると共に、上側フランジプレート3Bと上側アンカープレート4Bとの間で、積層ゴム体7の複数取付ボルト2Bの各々に、上記と同様の要領で介装される。   As shown in FIG. 3, the joining member 1 is interposed between each of the plurality of mounting bolts 2A of the laminated rubber body 7 between the lower flange plate 3A and the lower anchor plate 4A, and the upper flange plate. Between 3B and the upper anchor plate 4B, each of the plurality of mounting bolts 2B of the laminated rubber body 7 is interposed in the same manner as described above.

次に、上記構成を有する接合部材1の動作について図3乃至図5を中心に参照しながら説明する。   Next, the operation of the joining member 1 having the above configuration will be described with reference to FIGS. 3 to 5.

地震時等に、構造物13の上部構造体8にロッキング等により浮上りが生じ、積層ゴム体7の取付部に鉛直方向に引張力が作用した場合、具体的には、図4に示すように、積層ゴム体7のフランジプレート3と下部構造体9に固定されたアンカープレート4との間に鉛直方向の浮上りを生じても、図5に示すように、積層ゴム形状に形成された接合部材1の内周面側筒状鋼材1aがアンカープレート4に不動に固定されていると共に、外周面側筒状鋼材1eのフランジ部1e’がフランジプレート3の上面に接合されているため、接合部材1が鉛直方向にせん断変形を生じることができ、積層ゴム体7の上方への浮上りを吸収し、積層ゴム体7の弾性層、接着層等に大きな引張力が生じるのを防止し、積層ゴム体7の損傷や破断を防止することができる。   In the event of an earthquake or the like, when the upper structure 8 of the structure 13 is lifted by rocking or the like and a tensile force acts on the mounting portion of the laminated rubber body 7 in a vertical direction, specifically, as shown in FIG. Further, even if the vertical rise between the flange plate 3 of the laminated rubber body 7 and the anchor plate 4 fixed to the lower structure 9 occurs, the laminated rubber body 7 is formed in the laminated rubber shape as shown in FIG. Since the inner peripheral surface side tubular steel material 1a of the joining member 1 is fixed to the anchor plate 4 and the flange portion 1e ′ of the outer peripheral surface side tubular steel material 1e is bonded to the upper surface of the flange plate 3, The joining member 1 can cause shear deformation in the vertical direction, absorbs the upward floating of the laminated rubber body 7, and prevents a large tensile force from being generated in the elastic layer, the adhesive layer and the like of the laminated rubber body 7. Preventing damage and breakage of the laminated rubber body 7 Can.

また、上記断面視同心円状の筒状積層ゴム構造を有する接合部材1を用いることにより、せん断方向、換言すれば、フランジプレート3の浮上り方向への変形が容易で、接合部材1のせん断方向と直交する方向である同心円状に積層された部材の外周面から中心軸方向への変形(いわゆる圧縮変形)、換言すれば、構造物13を支持する積層ゴム体7の水平方向の力の伝達においては大きな剛性を有するため、若干の圧縮変形は生じるものの、何ら従来の取付ボルトによる力の伝達状況と比較して特別考慮することなく使用することができる。   Further, by using the joining member 1 having a cylindrical laminated rubber structure having a concentric circular shape in cross section, the flange plate 3 can be easily deformed in the lifting direction, in other words, the shearing direction of the joining member 1. Deformation (so-called compression deformation) from the outer peripheral surface of the concentrically laminated members that are orthogonal to each other in the direction of the central axis (so-called compression deformation), in other words, transmission of the horizontal force of the laminated rubber body 7 that supports the structure 13 However, it can be used without any special consideration in comparison with the state of force transmission by a conventional mounting bolt.

更に、せん断形筒状ゴムからなる接合部材1を、積層ゴム体7の取付ボルトの各々に配することにより、積層ゴム体7に作用する水平力が、接合部材1の同心円状の筒状積層ゴムの外周面から中心方向へ作用する際に生じる若干の変形により、特定の取付ボルトに集中することを防止することができ、従来の取付ボルトで生じる虞のある各個撃破を回避することもできる。   Further, by arranging the joining member 1 made of sheared cylindrical rubber on each of the mounting bolts of the laminated rubber body 7, the horizontal force acting on the laminated rubber body 7 causes the concentric cylindrical lamination of the joining member 1. Slight deformation that occurs when acting from the outer peripheral surface of the rubber toward the center can prevent concentration on a specific mounting bolt, and can also avoid individual destruction that may occur with conventional mounting bolts. .

また、フランジプレート3の浮上りが、上部構造体8と下部構造体9との間に配された積層ゴム体7の水平せん断変形に伴う転倒現象(ロールアウト現象)により、また、上部構造体8のロッキング現象による浮上りにより、取付ボルト2の軸線に垂直ではなく、軸線と角度をもって生じた場合においても、接合部材1の筒状ゴム1b、1dにおいて曲げ変形を生じ、フランジプレート3の浮上りに対して大きな抵抗力となる齧りや摩擦を生じることがない。   Further, the floating of the flange plate 3 is caused by a fall phenomenon (rollout phenomenon) accompanying horizontal shear deformation of the laminated rubber body 7 disposed between the upper structure 8 and the lower structure 9, and the upper structure. 8, even when it is not perpendicular to the axis of the mounting bolt 2 but at an angle with the axis, bending deformation occurs in the cylindrical rubbers 1 b and 1 d of the joining member 1, and the flange plate 3 is lifted. There will be no sag or friction that would be a great resistance.

更に、積層ゴム体7に大きな水平せん断変形が生じた場合に生じる曲げモーメントによる積層ゴム体7の端部の浮上り現象において、浮上りが生じる範囲のゴム材料及び接着層への鉛直方向の過大な引張力を低減することができる結果、積層ゴム体7の健全性を確保できると共に、積層ゴム体7が大きな水平せん断変形を生じる際に現れるハードニング現象による水平力の著しい上昇をも抑制できるため、大きな水平せん断変形下での免震周期の短縮を防ぎ得て、広い範囲で長周期を得ることができ、大地震時における安全性を確保できる効果がある。   Further, in the rising phenomenon of the end portion of the laminated rubber body 7 due to a bending moment generated when a large horizontal shear deformation occurs in the laminated rubber body 7, the vertical excess of the rubber material and the adhesive layer in the range where the lifting occurs is caused. As a result of reducing the tensile force, the soundness of the laminated rubber body 7 can be secured, and a significant increase in the horizontal force due to the hardening phenomenon that appears when the laminated rubber body 7 undergoes a large horizontal shear deformation can be suppressed. Therefore, it is possible to prevent the seismic isolation cycle from being shortened under a large horizontal shear deformation, to obtain a long cycle in a wide range, and to secure safety during a large earthquake.

また、この接合部材1についても、長期間の使用等により強度が限界に達すると、筒状ゴム1b、1d自体又は筒状ゴム1b、1dと筒状鋼材1a、1c、1eの接着部で破断する虞があるが、例えば、筒状ゴム1b自体、又は筒状ゴム1bと筒状鋼材1a又は1eの接着部で破断した場合でも、図2(b)に示すように、筒状鋼材1aの外周面1aOの上径D2は、筒状鋼材1cの内周面1cIの下径D4よりも大きいため、図6に示すように、筒状鋼材1a、1cが互いに離間せずに、接合部材1によるフランジプレート3とアンカープレート4との接合が維持され、引き続き接合部材1によって積層ゴム体7の引張り荷重を支持することができる。そのため、別途フェイルセーフ装置を設ける必要がない。   In addition, when the strength of the joining member 1 reaches a limit due to long-term use or the like, the tubular rubbers 1b and 1d themselves or the tubular rubbers 1b and 1d and the tubular steel materials 1a, 1c, and 1e are fractured. For example, even if the tubular rubber 1b itself or the tubular rubber 1b and the tubular steel material 1a or 1e are broken at the bonded portion, as shown in FIG. Since the upper diameter D2 of the outer peripheral surface 1aO is larger than the lower diameter D4 of the inner peripheral surface 1cI of the cylindrical steel material 1c, the cylindrical steel materials 1a and 1c are not separated from each other as shown in FIG. The joining of the flange plate 3 and the anchor plate 4 is maintained, and the joining member 1 can continue to support the tensile load of the laminated rubber body 7. Therefore, it is not necessary to provide a separate fail safe device.

尚、筒状ゴム1d自体、又は筒状ゴム1dと筒状鋼材1c又は1eの接着部で破断した場合でも、図2(b)に示すように、筒状鋼材1cの外周面1cOの上径D1は、筒状鋼材1eの内周面1eIの下径D3よりも大きいため、接合部材1によるフランジプレート3とアンカープレート4との接合が維持され、積層ゴム体7の引張り荷重の支持を継続することができる。この点については、上部構造体8側のフランジプレート3Bとアンカープレート4Bとの間に配した接合部材1Bについても同様に機能する。   Even when the tubular rubber 1d itself or the tubular rubber 1d and the tubular steel material 1c or 1e are fractured, as shown in FIG. 2 (b), the upper diameter of the outer peripheral surface 1cO of the tubular steel material 1c. Since D1 is larger than the lower diameter D3 of the inner peripheral surface 1eI of the cylindrical steel material 1e, the joining of the flange plate 3 and the anchor plate 4 by the joining member 1 is maintained, and the tensile load of the laminated rubber body 7 is continuously supported. can do. About this point, it functions similarly about the joining member 1B distribute | arranged between the flange plate 3B by the side of the upper structure 8, and the anchor plate 4B.

また、上記接合部材1の筒状鋼材1a、1c、1eの外周面及び内周面を逆円錐台状又は円錐台状に形成しているため、自己調芯機能を発揮させることができ、積層ゴム体7の設置位置を安定的に維持することができる。   Moreover, since the outer peripheral surface and inner peripheral surface of the cylindrical steel materials 1a, 1c, and 1e of the joining member 1 are formed in an inverted truncated cone shape or a truncated cone shape, a self-aligning function can be exhibited, The installation position of the rubber body 7 can be stably maintained.

更に、接合部材1が水平方向に変形しながら、積層ゴム体7の引張り荷重を支持する際には、接合部材1は、鉛直方向の剛性に非線形性を有するため、積層ゴム体7の回転モーメントを打ち消す力が発生することを期待できる。   Furthermore, when supporting the tensile load of the laminated rubber body 7 while the joining member 1 is deformed in the horizontal direction, the joining member 1 has nonlinearity in the rigidity in the vertical direction. It can be expected that the power to counteract will be generated.

尚、上記実施の形態においては、接合部材1の外周面側筒状鋼材1eのフランジ部1e’をフランジプレート3の上面に接合したが、フランジ部1e’を設けずに、外周面側筒状鋼材1eの外周面とフランジプレート3の貫通穴3aの内周面とを嵌合させ、外周面側筒状鋼材1eをフランジプレート3に固定することもできる。また、上側フランジプレート3Bが上昇した後、下降時に接合部材1に抜けが生じ、外周面側筒状鋼材1eのフランジ部1e’が初期位置に復元しないことを防止するため、フランジ部1e’をフランジプレート3に固定用ねじなどで機械的に固定してもよい。   In the above embodiment, the flange portion 1e ′ of the outer circumferential surface side tubular steel material 1e of the joining member 1 is joined to the upper surface of the flange plate 3, but the outer circumferential surface side tubular shape is not provided with the flange portion 1e ′. The outer peripheral surface of the steel material 1e and the inner peripheral surface of the through hole 3a of the flange plate 3 can be fitted together, and the outer peripheral surface side tubular steel material 1e can be fixed to the flange plate 3. Further, after the upper flange plate 3B is lifted, in order to prevent the flange 1e ′ of the outer peripheral surface side tubular steel material 1e from being restored to the initial position due to disconnection of the joining member 1 when lowered, the flange portion 1e ′ is The flange plate 3 may be mechanically fixed with a fixing screw or the like.

また、上記実施の形態においては、接合部材1を3つの筒状鋼材1a、1c、1eで構成したが、3つ又は4つ以上の筒状鋼材によって構成することもできる。   Moreover, in the said embodiment, although the joining member 1 was comprised by three cylindrical steel materials 1a, 1c, and 1e, it can also be comprised by three or four or more cylindrical steel materials.

1(1A、1B) 積層ゴム体用接合部材
1a 内周面側筒状鋼材
1aO 外周面
1a’ 挿通穴
1b 筒状ゴム
1c 中間筒状鋼材
1cI 内周面
1cO 外周面
1d 筒状ゴム
1e 外周面側筒状鋼材
1eI 内周面
1e’ フランジ部
1f 雌ねじ部
2(2A、2B) 取付ボルト(六角穴付きボルト)
2a 頭部
2b 雄ねじ部
2c 六角穴
3(3A、3B) フランジプレート
3a 貫通穴
4(4A、4B) アンカープレート
4a 貫通穴
5(5A、5B) 袋ナット
5a 大径部
5b 小径部
5c 雌ねじ部
6 積層ゴム部
6a ゴム層
6b 補強板
6c 鉛プラグ
6d キャッププレート
7 積層ゴム体
8 上部構造体
9 下部構造体
11(11A、11B) 頭付きスタッド
13 構造物
1 (1A, 1B) Laminated rubber body joining member 1a Inner circumferential surface side tubular steel 1aO Outer circumferential surface 1a 'Insertion hole 1b Cylindrical rubber 1c Intermediate tubular steel 1cI Inner circumferential surface 1cO Outer circumferential surface 1d Cylindrical rubber 1e Outer circumferential surface Side tubular steel 1eI Inner peripheral surface 1e 'Flange 1f Female thread 2 (2A, 2B) Mounting bolt (Hexagon socket head cap screw)
2a Head 2b Male thread 2c Hexagonal hole 3 (3A, 3B) Flange plate 3a Through hole 4 (4A, 4B) Anchor plate 4a Through hole 5 (5A, 5B) Cap nut 5a Large diameter part 5b Small diameter part 5c Female thread part 6 Laminated rubber portion 6a Rubber layer 6b Reinforcing plate 6c Lead plug 6d Cap plate 7 Laminated rubber body 8 Upper structure 9 Lower structure 11 (11A, 11B) Headed stud 13 Structure

Claims (6)

ゴム材料からなる弾性層と補強板とを交互に積層した積層ゴム部の下端面にフランジプレートが接合されて形成された積層ゴム体を、該フランジプレートを介して下部構造体に、該積層ゴム体の浮上りを許容しながら接合する積層ゴム体用接合部材であって、
前記フランジプレートに穿設された取付ボルト孔に挿入され、外周面側が前記フランジプレートの鉛直方向の離反に対して追従するように該フランジプレートと接合される外側筒状鋼材と、
前記取付ボルト孔に挿入され、内周面側が前記下部構造体に固定されたアンカープレート側に、取付用ボルトを介して不動に固定される内側筒状鋼材と、
前記外側筒状鋼材の内周面と前記内側筒状鋼材の外周面との間に配され、該外側筒状鋼材の内周面及び該内側筒状鋼材の外周面と一体化された筒状ゴムとを備え、
前記外側筒状鋼材の内周面は、上径が下径より大径である逆円錐台状に形成され、前記内側筒状鋼材の外周面は、逆円錐台状で、かつ該外周面の上径が前記外側筒状鋼材の内周面の下径より大径に形成されることを特徴とする積層ゴム体用接合部材。
A laminated rubber body formed by joining a flange plate to a lower end surface of a laminated rubber portion in which elastic layers and reinforcing plates made of a rubber material are alternately laminated, and the laminated rubber body to the lower structure through the flange plate. A laminated rubber body joining member that joins while allowing the body to float,
An outer cylindrical steel material that is inserted into the mounting bolt hole drilled in the flange plate and joined to the flange plate so that the outer peripheral surface side follows the separation in the vertical direction of the flange plate;
An inner tubular steel material fixedly inserted via an attachment bolt to the anchor plate side that is inserted into the attachment bolt hole and the inner peripheral surface side is fixed to the lower structure,
A cylindrical shape that is arranged between the inner peripheral surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material, and is integrated with the inner peripheral surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material. With rubber,
An inner peripheral surface of the outer cylindrical steel material is formed in an inverted truncated cone shape whose upper diameter is larger than a lower diameter, and an outer peripheral surface of the inner cylindrical steel material is an inverted truncated cone shape, and A joining member for laminated rubber bodies, wherein an upper diameter is formed larger than a lower diameter of an inner peripheral surface of the outer cylindrical steel material.
前記外側筒状鋼材の内周面と前記内側筒状鋼材の外周面との間に、前記筒状ゴムを前記外側筒状鋼材側部分と前記内側筒状鋼材側部分とに分割するように、かつ該分割された筒状ゴムと一体化されるように配され、外周面及び内周面が共に逆円錐台状に形成される少なくとも1つの筒状鋼材を備え、
該少なくとも1つの筒状鋼材の外周面の上径は、隣接する外側の筒状鋼材の内周面の下径よりも大径に形成されることを特徴とする請求項1に記載の積層ゴム体用接合部材。
Between the inner peripheral surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material, so as to divide the cylindrical rubber into the outer cylindrical steel material side portion and the inner cylindrical steel material side portion, And it is arranged to be integrated with the divided cylindrical rubber, and includes at least one cylindrical steel material in which both the outer peripheral surface and the inner peripheral surface are formed in an inverted truncated cone shape,
2. The laminated rubber according to claim 1, wherein an upper diameter of the outer peripheral surface of the at least one cylindrical steel material is larger than a lower diameter of an inner peripheral surface of the adjacent outer cylindrical steel material. Bonding member for body.
ゴム材料からなる弾性層と補強板とを交互に積層した積層ゴム部の上端面にフランジプレートが接合されて形成された積層ゴム体を、該フランジプレートを介して上部構造体に、該積層ゴム体の浮上りを許容しながら接合する積層ゴム体用接合部材であって、
前記フランジプレートに穿設された取付ボルト孔に挿入され、外周面側が前記フランジプレートの鉛直方向の離反に対して追従するように該フランジプレートと接合される外側筒状鋼材と、
前記取付ボルト孔に挿入され、内周面側が前記上部構造体に固定されたアンカープレート側に、取付用ボルトを介して不動に固定される内側筒状鋼材と、
前記外側筒状鋼材の内周面と前記内側筒状鋼材の外周面との間に配され、該外側筒状鋼材の内周面及び該内側筒状鋼材の外周面と一体化された筒状ゴムとを備え、
前記外側筒状鋼材の内周面は、下径が上径より大径である円錐台状に形成され、前記内側筒状鋼材の外周面は、円錐台状で、かつ該外周面の下径が前記外側筒状鋼材の内周面の上径より大径に形成されることを特徴とする積層ゴム体用接合部材。
A laminated rubber body formed by joining a flange plate to the upper end surface of a laminated rubber portion in which elastic layers and reinforcing plates made of a rubber material are alternately laminated, is formed on the upper structure body via the flange plate. A laminated rubber body joining member that joins while allowing the body to float,
An outer cylindrical steel material that is inserted into the mounting bolt hole drilled in the flange plate and joined to the flange plate so that the outer peripheral surface side follows the separation in the vertical direction of the flange plate;
An inner tubular steel material that is inserted into the mounting bolt hole and fixed to the anchor plate side, the inner peripheral surface side of which is fixed to the upper structure body, via a mounting bolt,
A cylindrical shape that is arranged between the inner peripheral surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material, and is integrated with the inner peripheral surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material. With rubber,
The inner peripheral surface of the outer cylindrical steel material is formed in a truncated cone shape whose lower diameter is larger than the upper diameter, and the outer peripheral surface of the inner cylindrical steel material is in a truncated cone shape and has a lower diameter on the outer peripheral surface. Is formed larger in diameter than the upper diameter of the inner peripheral surface of the outer cylindrical steel material.
前記外側筒状鋼材の内周面と前記内側筒状鋼材の外周面との間に、前記筒状ゴムを前記外側筒状鋼材側部分と前記内側筒状鋼材側部分とに分割するように、かつ該分割された筒状ゴムと一体化されるように配され、外周面及び内周面が共に円錐台状に形成される少なくとも1つの筒状鋼材を備え、
該少なくとも1つの筒状鋼材の外周面の下径は、隣接する外側の筒状鋼材の内周面の上径よりも大径に形成されることを特徴とする請求項3に記載の積層ゴム体用接合部材。
Between the inner peripheral surface of the outer cylindrical steel material and the outer peripheral surface of the inner cylindrical steel material, so as to divide the cylindrical rubber into the outer cylindrical steel material side portion and the inner cylindrical steel material side portion, And it is arranged to be integrated with the divided cylindrical rubber, and includes at least one cylindrical steel material in which both the outer peripheral surface and the inner peripheral surface are formed in a truncated cone shape,
4. The laminated rubber according to claim 3, wherein a lower diameter of the outer peripheral surface of the at least one cylindrical steel material is formed to be larger than an upper diameter of an inner peripheral surface of the adjacent outer cylindrical steel material. Bonding member for body.
請求項1乃至4のいずれかに記載の積層ゴム体用接合部材を備えることを特徴とする積層ゴム体。   A laminated rubber body comprising the joining member for laminated rubber bodies according to any one of claims 1 to 4. 請求項5に記載の積層ゴム体により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 body according to claim 5.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015190583A (en) * 2014-03-28 2015-11-02 株式会社ブリヂストン Seismic isolator
JP2016044724A (en) * 2014-08-21 2016-04-04 株式会社フジタ Aseismic base isolation method and seismic isolator for structure and bolt fixing laminated rubber used at seismic isolator
JP2017032104A (en) * 2015-08-04 2017-02-09 三井住友建設株式会社 Construction support structure
JP2017172230A (en) * 2016-03-24 2017-09-28 公益財団法人鉄道総合技術研究所 Bridge girder support structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015190583A (en) * 2014-03-28 2015-11-02 株式会社ブリヂストン Seismic isolator
JP2016044724A (en) * 2014-08-21 2016-04-04 株式会社フジタ Aseismic base isolation method and seismic isolator for structure and bolt fixing laminated rubber used at seismic isolator
JP2017032104A (en) * 2015-08-04 2017-02-09 三井住友建設株式会社 Construction support structure
JP2017172230A (en) * 2016-03-24 2017-09-28 公益財団法人鉄道総合技術研究所 Bridge girder support structure

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