JP2011106624A - Bearing damage determining device, method for mounting the same, and bearing - Google Patents

Bearing damage determining device, method for mounting the same, and bearing Download PDF

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JP2011106624A
JP2011106624A JP2009264283A JP2009264283A JP2011106624A JP 2011106624 A JP2011106624 A JP 2011106624A JP 2009264283 A JP2009264283 A JP 2009264283A JP 2009264283 A JP2009264283 A JP 2009264283A JP 2011106624 A JP2011106624 A JP 2011106624A
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bearing
damage determination
damage
rubber
support
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JP5452182B2 (en
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Hiroyuki Yamaya
弘行 山家
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Bridgestone Corp
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Bridgestone Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a bearing damage determining device capable of accurately and easily detecting whether a bearing is damaged with simple constitution. <P>SOLUTION: The surface of outer skin rubber 18 covering the outer periphery of a laminate 14 formed by alternately laminating rubber layers 16 and metal plates 15 of the bearing 10 arranged between a bridge pier 106 and a bridge girder 108 to support the bridge girder 108 movably relative to the bridge pier 106, is mounted with a rubber piece 22 constituting the damage determining device 20 to extend across at least two adjacent metal plates 15. The extending performance of the rubber piece 22 is preset to cause breakage when the relative displacement D between the bridge pier 106 and the bridge girder 108 exceeds the displacement limit DL, the presence of damage in the bearing 10 can be accurately and easily detected with simple constitution. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、支持部材と被支持部材との間に配置された支承の損傷判定を行うための支承用損傷判定装置、支承用損傷判定装置を支承に取り付けるための支承用損傷判定装置の取付方法、及び支承用損傷判定装置が取り付けられた支承に関する。   The present invention relates to a damage determination device for a bearing for performing damage determination of a bearing disposed between a supporting member and a supported member, and a method for mounting the damage determination device for a bearing for mounting the damage determination device for a bearing on the bearing. And a bearing to which a damage judging device for bearings is attached.

支持部材に対し、ビルや橋梁などの構造物(被支持部材)を免震して支持する支承が知られている。このような支承は、支持部材と被支持部材との間に配置され、被支持部材である上部構造物を支持すると共に、支持部材と被支持部材とを水平方向に相対移動可能としている。そして、この支承は、支承自体が弾性変形することにより被支持部材と支持部材との間の相対移動を許容している。   2. Description of the Related Art A bearing that supports a structure (supported member) such as a building or a bridge by isolating it from the support member is known. Such a support is disposed between the support member and the supported member, supports the upper structure as the supported member, and allows the support member and the supported member to move relative to each other in the horizontal direction. This support allows relative movement between the supported member and the support member by elastic deformation of the support itself.

ところで、支承は構成部材に応じた所定の限界変位量までの弾性変形であれば損傷を受けずに変形されて復元されるが、限界変位量を超えた場合には、損傷を受ける可能性が高く、交換、補修などの処置が必要となる。   By the way, the bearing is deformed and restored without being damaged if it is elastically deformed up to a predetermined limit displacement amount corresponding to the component, but if the limit displacement amount is exceeded, there is a possibility that the bearing is damaged. It is expensive and requires treatment such as replacement and repair.

そのため、支承の変位量をセンサなどで測定し、その測定値から損傷の有無を判定する技術が考案されている(例えば、特許文献1、2)。しかしながら、測定のために複数のセンサを配置することから、構成が複雑になると共にコストも高くなる。   Therefore, a technique has been devised in which the displacement amount of the bearing is measured with a sensor or the like and the presence or absence of damage is determined from the measured value (for example, Patent Documents 1 and 2). However, since a plurality of sensors are arranged for measurement, the configuration is complicated and the cost is increased.

一方、支承の外表面を構成するゴム壁の伸び性能を、橋桁と橋脚との間の相対移動量が支承の限界変位量を超えた場合に破損(破断)するように規定し、目視で支承の損傷の有無を判定する技術が考案されている(例えば、特許文献3)。しかしながら、引用文献3の支承の外表面を構成するゴム壁は、支承の内側を構成するゴム体を紫外線等から保護するためのものであり、ゴム体との加硫接着時に規定どおりの伸び性能を安定して付与することが難しいという難点がある。   On the other hand, the elongation performance of the rubber wall that constitutes the outer surface of the bearing is specified so that it will break (break) when the relative displacement between the bridge girder and the pier exceeds the limit displacement of the bearing. A technique for determining the presence or absence of damage has been devised (for example, Patent Document 3). However, the rubber wall that constitutes the outer surface of the bearing in the cited document 3 is intended to protect the rubber body that constitutes the inner side of the bearing from ultraviolet rays and the like, and the elongation performance as prescribed at the time of vulcanization adhesion to the rubber body Is difficult to apply stably.

特開平11−303020号公報Japanese Patent Laid-Open No. 11-303020 特開平10−025710号公報Japanese Patent Application Laid-Open No. 10-025710 特開2009−007797号公報JP 2009-007797 A

本発明は、上記課題を解決すべく成されたもので、簡易な構成で支承の損傷の有無を正確且つ容易に検知可能な支承用損傷判定装置、この支承用損傷判定装置を支承に取り付けるための支承用損傷判定装置の取付方法、及びこの支承用損傷判定装置が取り付けられた支承を提供することを課題とする。   The present invention has been made to solve the above-described problems, and is provided with a damage determination device for a bearing capable of accurately and easily detecting the presence or absence of damage to the bearing with a simple configuration, and for attaching the damage determination device for a bearing to the bearing. It is an object of the present invention to provide a mounting method for a damage determination device for a bearing and a support to which the damage determination device for a bearing is attached.

請求項1の支承用損傷判定装置は、支持部材と被支持部材との間に配置され、内側弾性部材と該内側弾性部材よりも硬質な硬質板とを交互に積層した積層体と該積層体の外周を覆う外側弾性部材とを備え、前記被支持部材を前記支持部材と相対移動可能に支持する支承の損傷判定を行うための支承用損傷判定装置であって、前記支承の前記外側弾性部材の表面に取り付けられ、少なくとも隣接する2枚の前記硬質板に跨り、前記支持部材と前記被支持部材との間の相対変位量が予め設定した設定値を超えた場合に検知可能に破損する損傷判断部材、を有する。   The bearing damage determination device according to claim 1 is arranged between a supporting member and a supported member, and a laminated body in which inner elastic members and hard plates harder than the inner elastic members are alternately laminated, and the laminated body An outer elastic member that covers the outer periphery of the bearing, and a damage determination device for a bearing for determining damage to the bearing that supports the supported member so as to be movable relative to the supporting member, the outer elastic member of the bearing Damage that is attached to the surface of the plate and straddles at least two adjacent hard plates, and that is detectably damaged when the relative displacement between the support member and the supported member exceeds a preset value. A determination member.

請求項1の支承用損傷判定装置では、支持部材と被支持部材との間の相対変位量が予め設定された設定値を超えた場合、損傷判断部材が検知可能に破損する。ここで、検知可能な破損とは、切断、破断、亀裂など、例えば目視により検知することが可能な破損指す。損傷判断部材が支承の外側弾性部材の表面に取り付けられることで目視により支承が設定値を超えた変形を受けたかを容易に検知することができる。   In the bearing damage determination device according to the first aspect, when the relative displacement amount between the support member and the supported member exceeds a preset value, the damage determination member is detectably damaged. Here, the detectable damage refers to damage that can be detected visually, such as cutting, breaking, and cracking. By attaching the damage determination member to the surface of the outer elastic member of the bearing, it can be easily detected whether the bearing has undergone deformation exceeding the set value by visual observation.

また、例えば、相対変位量の設定値を支承の限界変位量に設定した場合には、支承が限界変位量を超えた変形を受けたかを目視により検知することができる。これにより、支承の損傷の有無を容易に判定することができる。   For example, when the set value of the relative displacement amount is set to the limit displacement amount of the bearing, it is possible to visually detect whether the bearing has undergone deformation exceeding the limit displacement amount. Thereby, the presence or absence of damage to a bearing can be determined easily.

さらに、損傷判断部材の状態から支承の損傷の有無を判断することができるので、センサなどを必要とせず、構成を簡易なものとすることができる。   Furthermore, since the presence or absence of damage to the bearing can be determined from the state of the damage determination member, a sensor or the like is not required and the configuration can be simplified.

そして、支持部材と被支持部材との間の相対変位量が設定値を超えると破損する損傷判断部材を支承の外側弾性部材の表面に、少なくとも隣接する2つの硬質板に跨って取り付けることから、例えば、相対変位量が設定値を超えると破損する外側弾性部材を用いるものと比べて、支承が設定値を超えた変形を受けたかを正確に検知することができる。これにより、支承の損傷の有無についても正確に検知できる。   And, since the damage determination member that breaks when the relative displacement amount between the support member and the supported member exceeds the set value is attached to the surface of the outer elastic member of the support across at least two adjacent hard plates, For example, it is possible to accurately detect whether the bearing has undergone deformation exceeding the set value as compared with the case using an outer elastic member that breaks when the relative displacement exceeds the set value. Thereby, the presence or absence of damage to the bearing can be accurately detected.

請求項2の支承用損傷判定装置は、請求項1の支承用損傷判定装置において、前記損傷判断部材は、弾性材料で構成され、前記損傷判断部材の破断伸びは、前記外側弾性部材及び内側弾性部材よりも小さく、且つ前記相対変位量が前記設定値を超えた場合に破断するように設定されている。   The damage determination device for a bearing according to claim 2 is the damage determination device for a bearing according to claim 1, wherein the damage determination member is made of an elastic material, and the elongation at break of the damage determination member is determined by the outer elastic member and the inner elastic member. It is set so as to break when it is smaller than the member and the relative displacement exceeds the set value.

請求項2の支承用損傷判定装置では、支持部材と被支持部材との間の相対変位量が予め設定された設定値を超えた場合、損傷判断部材が破断する。   In the bearing damage determination apparatus according to the second aspect, the damage determination member breaks when the relative displacement amount between the support member and the supported member exceeds a preset value.

また、損傷判断部材の破断伸びが外側弾性部材及び内側弾性部材の破断伸びよりも小さいことから、支持部材と被支持部材の相対移動で外側弾性部材及び内側弾性部材が破壊される前に、損傷判断部材が破断する。これにより、支承が損傷する前に、どの程度の変形を支承が受けたかを損傷判断部材の状態から検知することができる。   In addition, since the breaking elongation of the damage determination member is smaller than the breaking elongation of the outer elastic member and the inner elastic member, the damage before the outer elastic member and the inner elastic member are destroyed by the relative movement of the supporting member and the supported member. The judgment member breaks. Thereby, it is possible to detect from the state of the damage determination member how much deformation the bearing has received before the bearing is damaged.

請求項3の支承用損傷判定装置は、請求項1又は請求項2の支承用損傷判定装置において、前記損傷判断部材は、前記外側弾性部材の表面に複数取り付けられ、各々の前記損傷判断部材には、前記相対変位量の前記設定値が個別に設定されている。   The damage determination device for a bearing according to claim 3 is the damage determination device for a bearing according to claim 1 or 2, wherein a plurality of the damage determination members are attached to the surface of the outer elastic member. The set values of the relative displacement amounts are individually set.

請求項3の支承用損傷判定装置では、相対変位量の設定値が個別に設定された異なる損傷判断部材が破損することにより、支承が受けた変形の大きさを段階的に検知することができる。   In the damage determination apparatus for bearings according to claim 3, the magnitude of deformation received by the bearings can be detected stepwise by damaging different damage judgment members whose relative displacement amounts are set individually. .

請求項4の支承用損傷判定装置は、請求項3の支承用損傷判定装置において、複数の前記損傷判断部材のうちの一つは、前記相対変位量の前記設定値が前記支承の限界変位量に設定されている。   The damage determination apparatus for a bearing according to claim 4 is the damage determination apparatus for a bearing according to claim 3, wherein one of the plurality of damage determination members is configured such that the set value of the relative displacement amount is a limit displacement amount of the bearing. Is set to

請求項4の支承用損傷判定装置では、相対変位量の設定値が支承の限界変位量に設定されていることから、損傷判断部材が破損することで、支承の損傷の有無を判定することができる。   In the damage determination device for a bearing according to claim 4, since the set value of the relative displacement amount is set to the limit displacement amount of the bearing, it is possible to determine whether or not the bearing is damaged by damaging the damage determination member. it can.

請求項5の支承用損傷判定装置は、請求項1〜請求項4の何れか1項の支承用損傷判定装置において、前記損傷判断部材は、長尺とされ、長手方向の両端部のみが前記外側弾性部材の表面の前記硬質板に対応する位置にそれぞれ取り付けられている。   The damage determination device for a bearing according to claim 5 is the damage determination device for a bearing according to any one of claims 1 to 4, wherein the damage determination member is long, and only both ends in the longitudinal direction are the The outer elastic member is attached to a position corresponding to the hard plate on the surface.

請求項5の支承用損傷判定装置では、外側弾性部材の表面の内側弾性部材に対応する位置を避けて、硬質板に対応する位置に損傷判断部材の長手方向の両端部のみを取り付けている。この構成により内側弾性部材の弾性変形に左右されずに、支承が受けた変形の大きさを正確に検知することができる。   In the bearing damage determination device according to the fifth aspect, only the both ends in the longitudinal direction of the damage determination member are attached to the positions corresponding to the hard plate, avoiding the position corresponding to the inner elastic member on the surface of the outer elastic member. With this configuration, the magnitude of deformation received by the support can be accurately detected without being influenced by the elastic deformation of the inner elastic member.

請求項6の支承用損傷判定装置の取付方法は、支持部材と被支持部材との間に配置され、内側弾性部材と該内側弾性部材よりも硬質な硬質板とを交互に積層した積層体と該積層体の外周を覆う外側弾性部材とを備え、前記被支持部材を前記支持部材と相対移動可能に支持する支承に請求項1〜請求項5の何れか1項に記載の支承用損傷判定装置を取り付けるための支承用損傷判定装置の取付方法であって、前記支承の前記硬質板の位置を検知し、少なくとも隣接する2枚の前記硬質板に跨るように、前記損傷判断部材を前記外側弾性部材の表面に取り付ける。   The mounting method of the damage determination apparatus for a support according to claim 6 is provided between the supporting member and the supported member, and a laminated body in which inner elastic members and hard plates harder than the inner elastic members are alternately laminated. A damage determination for a bearing according to any one of claims 1 to 5, wherein the bearing is provided with an outer elastic member that covers an outer periphery of the laminated body and supports the supported member so as to be relatively movable with the supporting member. A method of mounting a damage determination device for a bearing for mounting a device, wherein the position of the hard plate of the support is detected, and the damage determination member is placed on the outside so as to straddle at least two adjacent hard plates. It is attached to the surface of the elastic member.

請求項6の支承用損傷判定装置の取付方法では、積層体と外側弾性部材とを備える支承の硬質板の位置を検知し、少なくとも隣接する2枚の硬質板に跨るように、損傷判断部材を外側弾性部材の表面に取り付ける。これにより、簡易な構成で支承の損傷の有無を正確且つ容易に検知することができる。
なお、損傷判断部材を取り付ける支承は、製造途中の支承でも、既設の支承であっても構わない。
In the mounting method of the damage determination device for a support according to claim 6, the position of the hard plate of the support including the laminate and the outer elastic member is detected, and the damage determination member is arranged so as to straddle at least two adjacent hard plates. It is attached to the surface of the outer elastic member. Thereby, it is possible to accurately and easily detect the presence or absence of damage to the bearing with a simple configuration.
In addition, the support which attaches a damage judgment member may be a support in the middle of manufacture, or an existing support.

請求項7の支承は、請求項1〜請求項5の何れか1項に記載の支承用損傷判定装置が取り付けられている。   The bearing according to claim 7 is attached with the damage determination device for bearing according to any one of claims 1 to 5.

請求項7の支承では、簡易な構成の支承用損傷判定装置により支承の損傷の有無が正確且つ容易に検知される。   In the bearing according to the seventh aspect, the presence or absence of damage to the bearing is accurately and easily detected by the bearing damage judging device having a simple structure.

なお、上記の「被支持部材」としては、支承を介して支持される構造物であればよく、例えば、オフィスビル、病院、集合住宅、美術館、公会堂、学校、庁舎、神社仏閣、橋梁、競技場、照明灯等を挙げることができる。また、「支持部材」としては、支承を介して上記の被支持部材を支持するものであればよく、例えば、これら被支持部材の基礎、土台、地盤等を含む。   The above-mentioned “supported member” may be a structure supported through a support, such as an office building, a hospital, an apartment house, a museum, a public hall, a school, a government building, a shrine, a temple, a bridge, a competition Place, lighting, etc. The “support member” may be any member that supports the above-mentioned supported member via a support, and includes, for example, the foundation, foundation, ground, and the like of these supported members.

以上説明したように、本発明の支承用損傷判定装置、支承用損傷判定装置の取付方法、及び支承は、簡易な構成で支承の損傷の有無を正確且つ容易に検知することができる。   As described above, the bearing damage determination device, the mounting method of the bearing damage determination device, and the bearing according to the present invention can accurately and easily detect the presence or absence of damage to the bearing with a simple configuration.

本発明の第1実施形態の支承及び損傷判定装置を示す一部破断図である。It is a partially broken figure which shows the support and damage determination apparatus of 1st Embodiment of this invention. 図1のA部拡大断面図である。It is the A section expanded sectional view of FIG. 本発明の第1実施形態の支承及び損傷判定装置の斜視図である。1 is a perspective view of a support and damage determination apparatus according to a first embodiment of the present invention. 本発明の第1実施形態の支承の水平方向の変形状態を示す一部破断図である。It is a partially broken figure which shows the deformation | transformation state of the horizontal direction of the support of 1st Embodiment of this invention. 図4のB部拡大断面図である。It is the B section expanded sectional view of Drawing 4. (A)支承の変形によりゴム片が破断した状態を示すゴム片の平面図である。 (B)図6(A)の6B−6B線断面図である。(A) It is a top view of the rubber piece which shows the state which the rubber piece fractured | ruptured by the deformation | transformation of the support. (B) It is the 6B-6B sectional view taken on the line of FIG. 本発明の第2実施形態の支承及び損傷判定装置の斜視図である。It is a perspective view of the support and damage determination apparatus of 2nd Embodiment of this invention. 本発明の第2実施形態の損傷判定装置を構成するゴム片の平面図である。It is a top view of the rubber piece which comprises the damage determination apparatus of 2nd Embodiment of this invention. 本発明の第3実施形態の損傷判定装置を構成する塗膜の平面図である。It is a top view of the coating film which comprises the damage determination apparatus of 3rd Embodiment of this invention. 図9のC−C線断面図である。It is CC sectional view taken on the line of FIG. 本発明のその他の実施形態のゴム片の形状を示す平面図である。It is a top view which shows the shape of the rubber piece of other embodiment of this invention.

[第1実施形態]
以下に本発明の第1実施形態の損傷判定装置20、この損傷判定装置20を支承10に取り付けるための損傷判定装置20の取付方法、及び損傷判定装置20が取り付けられた支承10について説明する。図1には、支承10の一部破断図が示され、図2には、支承10のA部拡大図が示されている。
[First Embodiment]
Hereinafter, the damage determination device 20 according to the first embodiment of the present invention, the attachment method of the damage determination device 20 for attaching the damage determination device 20 to the support 10, and the support 10 to which the damage determination device 20 is attached will be described. FIG. 1 shows a partially cutaway view of the support 10, and FIG. 2 shows an enlarged view of part A of the support 10.

図1に示すように、損傷判定装置20は、支持部材の一例である橋脚106と、被支持部材の一例である橋梁の橋桁108との間に配置された支承10の損傷の有無を判断するものである。   As illustrated in FIG. 1, the damage determination device 20 determines whether or not the support 10 disposed between a bridge pier 106 that is an example of a supporting member and a bridge girder 108 that is an example of a supported member is damaged. Is.

支承10は、下板11、上板12、下板11と上板12の間に配置され両者に固定された積層体14、及び外側弾性部材の一例である外皮ゴム18を備えている。
下板11は、橋脚106上面にボルト(図示省略)で固定され、上板12は、橋桁108の下面にボルト(図示省略)で固定されている。なお、上板12及び下板11のそれぞれの固定はボルト以外を用いた固定であっても構わない。
The support 10 includes a lower plate 11, an upper plate 12, a laminate 14 disposed between the lower plate 11 and the upper plate 12, and a skin rubber 18 that is an example of an outer elastic member.
The lower plate 11 is fixed to the upper surface of the bridge pier 106 with bolts (not shown), and the upper plate 12 is fixed to the lower surface of the bridge girder 108 with bolts (not shown). Each of the upper plate 12 and the lower plate 11 may be fixed using a bolt other than a bolt.

積層体14は、四角柱状とされ、内側弾性部材の一例であるゴム層16と、このゴム層16よりも硬質な硬質板の一例である金属板15とを交互に積層して構成されている。なお、硬質板は、ゴム層16よりも硬質であれば樹脂板などであってもよい。   The laminated body 14 has a quadrangular prism shape, and is configured by alternately laminating a rubber layer 16 that is an example of an inner elastic member and a metal plate 15 that is an example of a hard plate harder than the rubber layer 16. . The hard plate may be a resin plate or the like as long as it is harder than the rubber layer 16.

また、積層体14の外周面全体は外皮ゴム18によって覆われている。この外皮ゴム18により、ゴム層16は紫外線等から保護され、金属板15は風雨から保護されてその耐久性が向上されている。
なお、ゴム層16及び外皮ゴム18の具体的材料としては、たとえば、EPDMなどの合成ゴムを挙げることができる。
Further, the entire outer peripheral surface of the laminated body 14 is covered with a skin rubber 18. The outer rubber 18 protects the rubber layer 16 from ultraviolet rays and the like, and the metal plate 15 is protected from wind and rain to improve its durability.
Specific examples of the material for the rubber layer 16 and the outer rubber 18 include synthetic rubber such as EPDM.

図3に示すように、支承10には、損傷判定装置20が取り付けられている。この損傷判定装置20は、長尺な2枚のゴム片22で構成されている。この2枚のゴム片22は、それぞれ外皮ゴム18の表面のうち、X方向の一方の表面18Xとこの表面18Xに隣接するY方向の一方の表面18Yとに接合されている。なお、本実施形態では、水平方向のうち、橋桁108の長手方向に対応する方向をY方向とし、橋桁108の幅方向(長手方向と直交する方向)に対応する方向をX方向としている。   As shown in FIG. 3, a damage determination device 20 is attached to the support 10. The damage determination device 20 is composed of two long rubber pieces 22. The two rubber pieces 22 are respectively joined to one surface 18X in the X direction and one surface 18Y in the Y direction adjacent to the surface 18X, of the surface of the outer rubber 18. In the present embodiment, among the horizontal directions, the direction corresponding to the longitudinal direction of the bridge beam 108 is defined as the Y direction, and the direction corresponding to the width direction (direction perpendicular to the longitudinal direction) of the bridge beam 108 is defined as the X direction.

図1、図2に示すように、ゴム片22は、少なくとも隣接する2枚(本実施形態では、隣接する2枚)の金属板15に跨って、外皮ゴム18の表面18X、18Yにそれぞれ接合されている。このゴム片22と外皮ゴム18の表面18X、18Yとの接合は、接着剤を用いた接合、加硫接合など、何れの接合でもよい。なお、本実施形態では、2枚のゴム片22はともに、外皮ゴム18の表面18X、18Yの各々の幅方向中央部分に接合されている。   As shown in FIGS. 1 and 2, the rubber pieces 22 are bonded to the surfaces 18X and 18Y of the outer rubber 18 across at least two adjacent (in this embodiment, two adjacent) metal plates 15. Has been. The joining between the rubber piece 22 and the surfaces 18X and 18Y of the outer rubber 18 may be any joining such as joining using an adhesive or vulcanization joining. In the present embodiment, the two rubber pieces 22 are both joined to the center portions in the width direction of the surfaces 18X and 18Y of the outer rubber 18.

また、本実施形態では、図2に示すように、ゴム片22の長手方向の両端部22Aのみが、外皮ゴム18の表面18X、18Yの金属板15に対応した位置にそれぞれ接合されている。
なお、図1では図示省略しているが、積層体14は、常時橋桁108の重みを受けているため、実際には、図2に示すように、金属板15に挟まれたゴム層16が橋桁108の重みで弾性変形して外側に膨らみ、これに押されて外皮ゴム18のゴム層16に対応した部位も外側に膨らんでいる。
Further, in the present embodiment, as shown in FIG. 2, only both end portions 22 </ b> A in the longitudinal direction of the rubber piece 22 are joined to positions corresponding to the metal plates 15 on the surfaces 18 </ b> X and 18 </ b> Y of the outer rubber 18.
Although not shown in FIG. 1, the laminated body 14 always receives the weight of the bridge girder 108, and therefore, actually, as shown in FIG. 2, the rubber layer 16 sandwiched between the metal plates 15 is provided. The portion corresponding to the rubber layer 16 of the outer rubber 18 swells outward by being elastically deformed by the weight of the bridge girder 108 and bulging outward.

また、ゴム片22は、破断伸びがゴム層16及び外皮ゴム18よりも小さく設定されている。
そして、ゴム片22は、橋桁108と橋脚106との間の水平方向の相対移動量(以下、相対変位量D)がユーザーにより予め設定された設定値(本実施形態では、支承10の限界変位量DL)を超えた場合、破断や亀裂などが生じる伸び性能とされている。なお、ここで言う、破断伸び(伸び性能)とは、JIS K 6251(2004年)に準拠した試験により求められるものを指す。
また、限界変位量DLとは、積層体14の水平方向の許容変形量をいい、積層体14が変形された後に損傷することなく元の状態に復元する変位量の最大値よりも小さい値とされている。限界変位量DLは、積層体14の特性に応じて、ユーザーにより予め設定されている。
The rubber piece 22 is set so that the elongation at break is smaller than that of the rubber layer 16 and the outer rubber 18.
The rubber piece 22 has a set value (in this embodiment, the limit displacement of the support 10) in which a horizontal relative movement amount (hereinafter referred to as a relative displacement amount D) between the bridge girder 108 and the bridge pier 106 is preset by the user. When the amount DL) is exceeded, the elongation performance is such that breakage or cracking occurs. In addition, the elongation at break (elongation performance) mentioned here refers to what is calculated | required by the test based on JISK6251 (2004).
Further, the limit displacement amount DL is an allowable deformation amount in the horizontal direction of the stacked body 14, and is a value smaller than the maximum value of the displacement amount that is restored to the original state without being damaged after the stacked body 14 is deformed. Has been. The limit displacement DL is set in advance by the user according to the characteristics of the laminate 14.

次に損傷判定装置20を支承10に取り付けるための取付手順について説明する。
まず、損傷判定装置20を構成する、相対変位量Dが予め設定した設定値を超えると破断する伸び性能を有する2枚のゴム片22を製造する。なお、本実施形態のゴム片22は、所定の伸び性能を発揮できるように予めゴム材料の配合と加硫条件を求めておき、その情報に基づき製造している。
Next, an attachment procedure for attaching the damage determination device 20 to the support 10 will be described.
First, the two rubber pieces 22 having the elongation performance that breaks when the relative displacement amount D exceeds a preset value, which constitutes the damage determination device 20, are manufactured. In addition, the rubber piece 22 of the present embodiment is manufactured based on information obtained by previously obtaining a rubber material composition and vulcanization conditions so that a predetermined elongation performance can be exhibited.

次に、金属探知機や目視などで金属板15の位置を検知する。
そして、1枚目のゴム片22の両端部22Aを、隣接する2枚の金属板15に対応した外皮ゴム18の表面18Yの位置にそれぞれ接合し、2枚目のゴム片22の両端部22Aを、外皮ゴム18の表面18Xの隣接する2枚の金属板15に対応した位置にそれぞれ接合する。これにより、ゴム片22は、隣接する2枚の金属板15に跨って取り付けられた状態となる。このようにして、支承10に損傷判定装置20が取り付けられる。
なお、上述したように、ゴム片22と外皮ゴム18との接合は、加硫接合でも、接着剤による接合でも構わない。
Next, the position of the metal plate 15 is detected by a metal detector or visual inspection.
Then, both end portions 22A of the first rubber piece 22 are respectively joined to the positions of the surface 18Y of the outer rubber 18 corresponding to the two adjacent metal plates 15, and both end portions 22A of the second rubber piece 22 are joined. Are joined to the positions corresponding to the two adjacent metal plates 15 on the surface 18X of the outer rubber 18 respectively. Thereby, the rubber piece 22 will be in the state attached ranging over the two adjacent metal plates 15. FIG. In this way, the damage determination device 20 is attached to the support 10.
As described above, the rubber piece 22 and the outer rubber 18 may be bonded by vulcanization bonding or bonding by an adhesive.

なお、損傷判定装置20の取付対象となる支承10は、既に橋脚106と橋桁108との間に配置されて橋桁108を橋脚106と相対移動可能に支持している状態、いわゆる既設状態であってもよく、製造途中の状態であってもよい。支承10が既設状態の場合、橋桁108の重みでゴム層16に対応した外皮ゴム18の部位が外側に膨出している(図2参照)。このため、金属板15の位置を目視で検知することができる。また、支承10が製造途中の状態の場合、設計資料に基づいて金属板15の位置を検知することができる。   Note that the support 10 to which the damage determination device 20 is attached is already in a state where it is disposed between the bridge pier 106 and the bridge girder 108 and supports the bridge girder 108 so as to be movable relative to the bridge pier 106, so-called existing state. It may be in the middle of manufacture. When the support 10 is in an existing state, the portion of the outer rubber 18 corresponding to the rubber layer 16 bulges outward due to the weight of the bridge girder 108 (see FIG. 2). For this reason, the position of the metal plate 15 can be detected visually. Further, when the support 10 is in the middle of manufacturing, the position of the metal plate 15 can be detected based on the design material.

次に、第1実施形態の支承10及び損傷判定装置20の作用について説明する。
例えば、地震等の振動により、橋脚106と橋桁108とが、図1に示す位置から水平方向(図4の矢印Y方向)に相対移動すると、積層体14がせん断変形し、その弾性力が、橋脚106及び橋桁108に対し復元力として作用する。これにより、橋脚106と橋桁108との相対移動が制限されると共に長周期化されるので、これらが相対移動前の位置に戻ろうとすると共に、相対移動のエネルギーが吸収される。
Next, the operation of the support 10 and the damage determination device 20 of the first embodiment will be described.
For example, when the bridge pier 106 and the bridge girder 108 move relative to each other in the horizontal direction (in the direction of arrow Y in FIG. 4) from the position shown in FIG. It acts as a restoring force on the bridge pier 106 and the bridge girder 108. As a result, the relative movement between the bridge pier 106 and the bridge girder 108 is restricted and lengthened, so that they return to the position before the relative movement and the energy of the relative movement is absorbed.

このときの相対変位量Dが予め設定した設定値である限界変位量DL以下の場合には、図5に示すように、ゴム片22は、弾性変形し、橋桁108と橋脚106とが図1に示す位置に戻った際には、図2に示されるように復元する。   When the relative displacement amount D at this time is equal to or smaller than the limit displacement amount DL which is a preset setting value, the rubber piece 22 is elastically deformed as shown in FIG. 2 is restored as shown in FIG.

一方、相対変位量Dが限界変位量DLを超えた場合には、図6(A)、図6(B)に示すように、ゴム片22に破損(例えば、破断や亀裂)などの損傷DMが生じる。この損傷DMは、橋脚106と橋桁108とが図1に示す位置に戻っても残る。   On the other hand, when the relative displacement amount D exceeds the limit displacement amount DL, as shown in FIGS. 6 (A) and 6 (B), damage DM such as breakage (for example, breakage or crack) of the rubber piece 22 is caused. Occurs. This damage DM remains even when the pier 106 and the bridge girder 108 return to the positions shown in FIG.

図6に示すように、ゴム片22は、外皮ゴム18の表面に接合されているため、この損傷DMを外側から目視により確認することができるため、損傷DMの検知が容易なものとなる。破断や亀裂がゴム片22に生じていれば、積層体14及び外皮ゴム18が受けた変形の大きさ、すなわち、限界変位量DLを超えた大きさの変形をしたことが分かり、支承10の内側ゴム部分が損傷している可能性があると判断することができる。つまり、目視により支承10の損傷の有無を容易に判定することができる。   As shown in FIG. 6, since the rubber piece 22 is bonded to the surface of the outer rubber 18, the damaged DM can be visually confirmed from the outside, so that the damaged DM can be easily detected. If the rubber piece 22 is broken or cracked, it can be seen that the deformation of the laminated body 14 and the outer rubber 18, that is, the deformation exceeding the limit displacement DL has occurred. It can be determined that the inner rubber portion may be damaged. That is, the presence or absence of damage to the support 10 can be easily determined visually.

またさらに、ゴム片22の状態から支承の損傷の有無を判断することができるので、センサなどの測定機器を必要とせず、構成を簡易なものとすることができる。   Furthermore, since the presence or absence of damage to the support can be determined from the state of the rubber piece 22, no measuring instrument such as a sensor is required, and the configuration can be simplified.

そして、相対変位量Dが予め設定した設定値を超えると破断するように破断伸び(伸び性能)を設定したゴム片22を支承10の外皮ゴム18の表面に、隣接する2つの金属板15に跨って取り付けることから、例えば、相対変位量Dが設定値を超えると破断するように設定した外皮ゴムを用いるものと比べて、支承10が設定値を超えた変形を受けたかを正確に検知することができる。これにより、支承10の損傷の有無についても正確に検知することができる。   Then, the rubber piece 22 whose elongation at break (elongation performance) is set so as to break when the relative displacement amount D exceeds a preset set value is formed on the surface of the outer rubber 18 of the support 10 and on the two adjacent metal plates 15. Since it is mounted across, for example, it is accurately detected whether the bearing 10 has undergone deformation exceeding the set value, as compared with the case using the outer rubber set so as to break when the relative displacement amount D exceeds the set value. be able to. Thereby, the presence or absence of damage to the support 10 can also be accurately detected.

具体的には、図1及び図2に示すように、外皮ゴム18の表面18X、18Yのゴム層16に対応する位置を避け、金属板15に対応する位置にゴム片22の両端部22Aのみを取り付けている。図5に示すように、支承10の変形時には、ゴム層16がせん断力を受けて弾性変形するが、支承10の変形量が増すに連れて、橋桁108の重みで外側に膨らんでいたゴム層16が内側にへこみ始める。このため、高い精度で支承10が受けた変形の大きさを検知するためには、ゴム層16と比較して弾性変形をしない金属板15に対応した外皮ゴム18の表面18X、18Yの位置に両端部22Aを接合して、ゴム片22を外皮ゴム18に取り付けることが好ましい。このようにすることで、ゴム層16の弾性変形に左右されずに、支承10が受けた変形の大きさを正確に検知することができる。   Specifically, as shown in FIGS. 1 and 2, the positions corresponding to the rubber layers 16 on the surfaces 18X and 18Y of the outer rubber 18 are avoided, and only the both end portions 22A of the rubber piece 22 are positioned corresponding to the metal plate 15. Is attached. As shown in FIG. 5, when the support 10 is deformed, the rubber layer 16 is elastically deformed by receiving a shearing force. However, as the amount of deformation of the support 10 increases, the rubber layer swelled outward by the weight of the bridge girder 108. 16 begins to dent inward. For this reason, in order to detect the magnitude of deformation received by the support 10 with high accuracy, the surface 18X, 18Y of the outer rubber 18 corresponding to the metal plate 15 that does not undergo elastic deformation compared to the rubber layer 16 is located. It is preferable that the rubber pieces 22 are attached to the outer rubber 18 by joining both end portions 22A. By doing in this way, the magnitude | size of the deformation | transformation which the support 10 received can be detected correctly, without being influenced by the elastic deformation of the rubber layer 16.

図1及び図3に示すように、2枚のゴム片22をそれぞれ外皮ゴム18の表面18X、18Yに接合しているため、橋桁108と橋脚106とが水平方向に相対移動した際に支承10が受けた変形の大きさのX方向成分及びY方向成分をそれぞれ検知することができる。これにより、支承10の損傷の有無をより正確に検知することができる。   As shown in FIGS. 1 and 3, since the two rubber pieces 22 are respectively joined to the surfaces 18X and 18Y of the outer rubber 18, the bridge 10 and the bridge pier 106 are moved relative to each other in the horizontal direction. Can detect the X-direction component and the Y-direction component of the magnitude of deformation received. Thereby, the presence or absence of damage to the support 10 can be detected more accurately.

なお、第1実施形態では、ゴム片22の両端部22Aのみを外皮ゴム18の表面18X、18Yに接合する構成としているが、外皮ゴム18の表面18X、18Yにゴム片22の背面をすべて接合する構成としてもよい。   In the first embodiment, only the two end portions 22A of the rubber piece 22 are joined to the surfaces 18X and 18Y of the outer rubber 18, but all the back surfaces of the rubber pieces 22 are joined to the surfaces 18X and 18Y of the outer rubber 18. It is good also as composition to do.

[第2実施形態]
次に、本発明の第2実施形態について説明する。本実施形態では、第1実施形態と同様の部分については同一の符号を付して示し、その部分の詳細な説明は省略する。
[Second Embodiment]
Next, a second embodiment of the present invention will be described. In the present embodiment, the same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted.

図7に示すように、本実施形態の損傷判定装置40は、3枚で1組のゴム片21、22、23が2組で構成されている。このゴム片21〜23は、それぞれ外皮ゴム18の表面18X、表面18Yに接合されている。   As shown in FIG. 7, the damage determination device 40 of the present embodiment includes three rubber pieces 21, 22, and 23 in two sets. The rubber pieces 21 to 23 are joined to the surface 18X and the surface 18Y of the outer rubber 18, respectively.

また、本実施形態のゴム片22は、第1実施形態のゴム片22と同じものであり、相対変位量Dも支承10の限界変位量DLに設定されている。   Further, the rubber piece 22 of the present embodiment is the same as the rubber piece 22 of the first embodiment, and the relative displacement amount D is also set to the limit displacement amount DL of the support 10.

図8に示すように、ゴム片21、23は、ゴム片22と同形状とされ、ゴム片22と同様に長手方向の両端部21A、23Aがそれぞれ外皮ゴム18の表面18X、18Yに接合されている。また、ゴム片21、23の伸び性能はゴム片22とそれぞれ異なっており、相対変位量Dがそれぞれに設定された設定値に達すると破損するようになっている。   As shown in FIG. 8, the rubber pieces 21 and 23 have the same shape as the rubber piece 22, and both end portions 21 </ b> A and 23 </ b> A in the longitudinal direction are joined to the surfaces 18 </ b> X and 18 </ b> Y of the outer rubber 18, respectively. ing. Further, the elongation performance of the rubber pieces 21 and 23 is different from that of the rubber piece 22 and is damaged when the relative displacement D reaches a set value set for each.

ゴム片21の破断伸びは、ゴム片22よりも小さく設定され、相対変位量Dが限界変位量DLに達する前に、ゴム片21が破断する。   The elongation at break of the rubber piece 21 is set smaller than that of the rubber piece 22, and the rubber piece 21 breaks before the relative displacement D reaches the limit displacement DL.

ゴム片23の破断伸びは、ゴム片22よりも大きく設定され、相対変位量Dが限界変位量DLに達した後で、ゴム片23が破断する。なお、本実施形態では、ゴム片23の破断伸びを、支承10が元の状態に復元する変位量の最大値に設定している。   The elongation at break of the rubber piece 23 is set larger than that of the rubber piece 22, and after the relative displacement amount D reaches the limit displacement amount DL, the rubber piece 23 breaks. In the present embodiment, the breaking elongation of the rubber piece 23 is set to the maximum value of the displacement amount at which the support 10 is restored to the original state.

次に第2実施形態の損傷判定装置40の作用について説明する。
例えば、地震等の振動により、橋脚106と橋桁108とが、図1に示す位置から水平方向(図7では矢印Y方向)に相対移動し、相対変位量Dが限界変位量DLに達すると、
図8に示すように、ゴム片21が破断する。
Next, the operation of the damage determination device 40 of the second embodiment will be described.
For example, when the bridge pier 106 and the bridge girder 108 are moved relative to each other in the horizontal direction (arrow Y direction in FIG. 7) from the position shown in FIG. 1 due to vibration such as an earthquake, and the relative displacement amount D reaches the limit displacement amount DL,
As shown in FIG. 8, the rubber piece 21 is broken.

そして、相対変位量Dがゴム片22の限界変位量DLを超えた場合には、ゴム片22が破断し、支承10に損傷有りの可能性が判断される。さらに、相対変位量Dが、支承10が元の状態に復元する変位量の最大値を超えた場合には、ゴム片23が破断し、支承10が復元しなくなり、早期に交換又は補修が必要であると判断される。   When the relative displacement amount D exceeds the limit displacement amount DL of the rubber piece 22, the rubber piece 22 is broken and the possibility that the bearing 10 is damaged is determined. Further, when the relative displacement amount D exceeds the maximum value of the displacement amount at which the support 10 is restored to the original state, the rubber piece 23 is broken and the support 10 cannot be restored, and replacement or repair is necessary at an early stage. It is judged that.

このように、伸び性能の異なる複数のゴム片21、22、23を用いることで、支承10が受けた変形の大きさを段階的に検知することができる。   Thus, the magnitude | size of the deformation | transformation which the support 10 received can be detected in steps by using the some rubber | gum piece 21,22,23 from which elongation performance differs.

なお、第2の実施形態では、損傷判定装置を破断伸びが異なる3種のゴム片21、22、23で構成したが、本発明はこの構成に限定されず、破断伸びが異なる複数種のゴム片で構成してもよい。   In the second embodiment, the damage determination device is composed of three types of rubber pieces 21, 22, and 23 having different elongation at break. However, the present invention is not limited to this configuration, and a plurality of types of rubber having different elongation at break. You may comprise by a piece.

[第3実施形態]
次に、本発明の第3実施形態について説明する。本実施形態では、第1及び第2実施形態と同様の部分については同一の符号を付して示し、その部分の詳細な説明は省略する。
[Third Embodiment]
Next, a third embodiment of the present invention will be described. In the present embodiment, the same parts as those in the first and second embodiments are denoted by the same reference numerals, and detailed description thereof is omitted.

図9及び図10に示すように、本実施形態の損傷判定装置50は、弾性を有する塗膜51、52、53で構成されている。この塗膜51、52、23は、少なくとも隣接する2枚(本実施形態では、3枚)の金属板15に跨って、外皮ゴム18の表面18X、18Yにそれぞれ形成されている。塗膜51、52、53は、シリコン系のシーリング剤で構成され、ある程度の変形で破損(亀裂、破断など)が生じるようになっている。   As shown in FIGS. 9 and 10, the damage determination apparatus 50 according to the present embodiment is composed of coating films 51, 52, and 53 having elasticity. The coating films 51, 52, and 23 are formed on the surfaces 18X and 18Y of the outer rubber 18 over at least two adjacent (three in the present embodiment) metal plates 15, respectively. The coating films 51, 52, and 53 are made of a silicon-based sealing agent, and breakage (cracking, breakage, etc.) occurs with some deformation.

塗膜52の伸び性能は、塗膜51よりも大きく、塗膜53よりも小さく、相対変位量Dが支承10の限界変位量DLを超えると破損するように設定されている。
塗膜51の伸び性能は、相対変位量Dが限界変位量DLに達する前に、塗膜51が破損するように設定されている。
塗膜53の伸び性能は、相対変位量Dが限界変位量DLに達した後で、塗膜53が破損するように設定されている。なお、本実施形態では、塗膜53の伸び性能を、支承10が元の状態に復元する変位量の最大値に設定している。
The elongation performance of the coating film 52 is larger than that of the coating film 51 and smaller than that of the coating film 53, and is set so as to be damaged when the relative displacement amount D exceeds the limit displacement amount DL of the support 10.
The elongation performance of the coating film 51 is set so that the coating film 51 breaks before the relative displacement amount D reaches the limit displacement amount DL.
The elongation performance of the coating film 53 is set so that the coating film 53 breaks after the relative displacement amount D reaches the limit displacement amount DL. In the present embodiment, the elongation performance of the coating film 53 is set to the maximum value of the displacement amount at which the support 10 is restored to the original state.

次に第3実施形態の損傷判定装置50の作用について説明する。
損傷判定装置50は、第2実施形態の損傷判定装置40と同様の作用効果を奏する。
また、塗膜51、52、53は、支承10に対して塗り付けることで形成することができるため、取付作業が簡易なものとなる。
Next, the operation of the damage determination device 50 according to the third embodiment will be described.
The damage determination device 50 has the same effects as the damage determination device 40 of the second embodiment.
Moreover, since the coating films 51, 52, and 53 can be formed by being applied to the support 10, the attachment work is simplified.

なお、塗膜51、52、53は、既知の伸び性能のシリコン系のシーリング剤で形成してもよく、好適な耐候性を有する液剤などに伸び性能を付与してもよい。   In addition, the coating films 51, 52, and 53 may be formed of a silicon-based sealing agent having a known elongation performance, or may impart elongation performance to a liquid agent having suitable weather resistance.

[その他の実施形態]
第1及び第2実施形態では、損傷判定装置をゴム片とする構成としたが、本発明はこの構成に限定されず、損傷判定装置として、線部材(例えば、繊維(天然繊維、有機繊維、金属繊維)など)を用いる構成としてもよい。線部材を用いた場合の構成の一例について説明すると、外皮ゴム18の表面の、隣接する2枚の金属板15に対応する位置に1対のゴムブロックなどを接合(加硫接合、接着剤による接合など)し、ゴムブロックに形成しておいた係止部(例えば、フック、ピンなど)に糸などの線部材を係止させる。このとき、相対変位量Dが予め設定した設定値(例えば、限界変位量DL)以下の場合には、糸は弛んだ状態となり、相対変位量Dが設定値を超えると糸が切れるように糸の長さを設定する。このようにすることで、支承が受けた変形の大きさを糸の状態で検知することができる。
[Other Embodiments]
In 1st and 2nd embodiment, it was set as the structure which uses the damage determination apparatus as a rubber piece, However, This invention is not limited to this structure, As a damage determination apparatus, it is a wire member (For example, a fiber (natural fiber, organic fiber, It is also possible to employ a configuration using metal fibers). An example of the configuration in the case of using a wire member will be described. A pair of rubber blocks or the like are bonded to the surface of the outer rubber 18 corresponding to two adjacent metal plates 15 (vulcanization bonding or adhesive). Etc.), and a wire member such as a thread is locked to a locking portion (for example, a hook or a pin) formed on the rubber block. At this time, when the relative displacement amount D is equal to or smaller than a preset value (for example, the limit displacement amount DL), the yarn is in a slack state, and when the relative displacement amount D exceeds the set value, the yarn is broken. Set the length of. By doing in this way, the magnitude | size of the deformation | transformation which the support received can be detected in the state of a thread | yarn.

第1〜第3実施形態では、積層体14の形状を四角柱状としたが、本発明はこの構成に限定されず、積層体14の形状を多角形状や円柱状としてもよい。   In 1st-3rd embodiment, although the shape of the laminated body 14 was made into the square pillar shape, this invention is not limited to this structure, The shape of the laminated body 14 is good also as a polygonal shape or a column shape.

第1及び第2実施形態では、ゴム片22の形状を長方形としたが、本発明はこの構成に限定されず、その他の形状としてもよく、例えば、ゴム片22の形状を図11に示すような、長手方向の両端部22Aが中央部22Bよりも幅広となる形状としてもよい。このように両端部22Aを中央部22Bよりも幅広とすることで、両端部22Aと外皮ゴム18との接合面積が増え、両者間の接合強度が向上する。これにより、支承10の変形時にゴム片22の端部22Aと外皮ゴム18との接合が外れることが抑制される。なお、第2実施形態においては、ゴム片21、23もゴム片22と同様に、長手方向の両端部21A、23Aが中央部21B、23Bよりも幅広となる形状としてもよい。   In the first and second embodiments, the shape of the rubber piece 22 is rectangular, but the present invention is not limited to this configuration, and other shapes may be used. For example, the shape of the rubber piece 22 is as shown in FIG. The longitudinal end portions 22A may be wider than the center portion 22B. Thus, by making the both end portions 22A wider than the central portion 22B, the bonding area between the both end portions 22A and the outer rubber 18 is increased, and the bonding strength between them is improved. As a result, it is possible to prevent the end portion 22A of the rubber piece 22 and the outer rubber 18 from being disconnected when the support 10 is deformed. In the second embodiment, similarly to the rubber piece 22, the rubber pieces 21 and 23 may have a shape in which both end portions 21A and 23A in the longitudinal direction are wider than the central portions 21B and 23B.

第1及び第2実施形態のゴム片は、隣接する2枚の金属板15を跨って取り付けられる構成としているが、本発明はこの構成に限定されず、ゴム片は複数枚の金属板15を跨って取り付けられる構成としてもよい。   Although the rubber piece of 1st and 2nd embodiment is set as the structure attached ranging over the two adjacent metal plates 15, this invention is not limited to this structure, A rubber piece attaches the several metal plate 15 to it. It is good also as a structure attached ranging.

また、第1及び第2実施形態のゴム片は、所定の伸び性能を発揮できるように予めゴム材料の配合と加硫条件を求めておき、その情報に基づき製造する構成としているが、本発明はこの構成に限定されず、所定の伸び性能を設定せずにゴム片を製造してもよい。このように製造したゴム片を外皮ゴム18の表面に接合した場合、接合したゴム片とゴム材料の配合が同じで且つ加硫条件も同じ条件のゴム片の伸び性能を測定しておく。このようにしておくことで、接合したゴム片が破断した場合には、接合したゴム片が破断するだけの変形を支承10が受けたことを容易に判定することができる。   In addition, the rubber pieces of the first and second embodiments are configured so as to obtain the blending and vulcanization conditions of the rubber material in advance so that the predetermined elongation performance can be exhibited, and to manufacture based on the information. Is not limited to this configuration, and a rubber piece may be manufactured without setting a predetermined elongation performance. When the rubber piece manufactured in this way is bonded to the surface of the outer rubber 18, the elongation performance of the rubber piece having the same composition of the bonded rubber piece and the rubber material and the same vulcanization conditions is measured. By doing in this way, when the joined rubber piece breaks, it can be easily determined that the bearing 10 has undergone deformation that causes the joined rubber piece to break.

以上、実施形態を挙げて本発明の実施の形態を説明したが、これらの実施形態は一例であり、要旨を逸脱しない範囲内で種々変更して実施できる。また、本発明の権利範囲がこれらの実施形態に限定されないことは言うまでもない。   The embodiments of the present invention have been described above with reference to the embodiments. However, these embodiments are merely examples, and various modifications can be made without departing from the scope of the invention. It goes without saying that the scope of rights of the present invention is not limited to these embodiments.

10 支承
14 積層体
15 金属板(硬質板)
16 ゴム層(内側弾性部材)
18 外皮ゴム(外側弾性部材)
20 損傷判定装置
22 ゴム片(損傷判断部材)
22A 端部
40 損傷判定装置
21 ゴム片(損傷判断部材)
21A 端部
22 ゴム片(損傷判断部材)
22A 端部
23 ゴム片(損傷判断部材)
23A 端部
50 損傷判定装置
52 塗膜(損傷判断部材)
106 橋脚(支持部材)
108 橋桁(被支持部材)
D 相対変位量
DL 限界変位量
10 Support 14 Laminate 15 Metal plate (hard plate)
16 Rubber layer (inner elastic member)
18 Outer rubber (outer elastic member)
20 Damage judging device 22 Rubber piece (damage judging member)
22A End 40 Damage judging device 21 Rubber piece (damage judging member)
21A end 22 rubber piece (damage judgment member)
22A End 23 Rubber piece (damage judgment member)
23A End 50 Damage determination device 52 Coating film (damage determination member)
106 Pier (support member)
108 Bridge girder (supported member)
D Relative displacement DL Limit displacement

Claims (7)

支持部材と被支持部材との間に配置され、内側弾性部材と該内側弾性部材よりも硬質な硬質板とを交互に積層した積層体と該積層体の外周を覆う外側弾性部材とを備え、前記被支持部材を前記支持部材と相対移動可能に支持する支承の損傷判定を行うための支承用損傷判定装置であって、
前記支承の前記外側弾性部材の表面に取り付けられ、少なくとも隣接する2枚の前記硬質板に跨り、前記支持部材と前記被支持部材との間の相対変位量が予め設定した設定値を超えた場合に検知可能に破損する損傷判断部材、を有する支承用損傷判定装置。
A laminated body in which an inner elastic member and a hard plate that is harder than the inner elastic member are alternately laminated and an outer elastic member that covers the outer periphery of the laminated body, disposed between the supporting member and the supported member; A damage determination device for a bearing for determining damage of a bearing that supports the supported member so as to be movable relative to the supporting member,
When attached to the surface of the outer elastic member of the support, straddling at least two adjacent hard plates, and the relative displacement between the support member and the supported member exceeds a preset value A damage determination device for a bearing having a damage determination member that is damaged in a detectable manner.
前記損傷判断部材は、弾性材料で構成され、
前記損傷判断部材の破断伸びは、前記外側弾性部材及び内側弾性部材よりも小さく、且つ前記相対変位量が前記設定値を超えた場合に破断するように設定されている請求項1に記載の支承用損傷判定装置。
The damage determination member is made of an elastic material,
2. The support according to claim 1, wherein the elongation at break of the damage determination member is smaller than those of the outer elastic member and the inner elastic member, and is set to be broken when the relative displacement exceeds the set value. Damage determination device.
前記損傷判断部材は、前記外側弾性部材の表面に複数取り付けられ、
各々の前記損傷判断部材には、前記相対変位量の前記設定値が個別に設定されている請求項1又は請求項2に記載の支承用損傷判定装置。
A plurality of the damage determination members are attached to the surface of the outer elastic member,
The bearing damage determination device according to claim 1, wherein the set value of the relative displacement amount is individually set for each of the damage determination members.
複数の前記損傷判断部材のうちの一つは、前記相対変位量の前記設定値が前記支承の限界変位量に設定されている請求項3に記載の支承用損傷判定装置。   The bearing damage determination device according to claim 3, wherein one of the plurality of damage determination members has the set value of the relative displacement amount set to a limit displacement amount of the bearing. 前記損傷判断部材は、長尺とされ、長手方向の両端部のみが前記外側弾性部材の表面の前記硬質板に対応する位置にそれぞれ取り付けられている請求項1〜請求項4の何れか1項に記載の支承用損傷判定装置。   The said damage judgment member is elongate, and only the both ends of a longitudinal direction are each attached in the position corresponding to the said hard board of the surface of the said outer side elastic member. Damage determination device for bearing as described in 1. 支持部材と被支持部材との間に配置され、内側弾性部材と該内側弾性部材よりも硬質な硬質板とを交互に積層した積層体と該積層体の外周を覆う外側弾性部材とを備え、前記被支持部材を前記支持部材と相対移動可能に支持する支承に請求項1〜請求項5の何れか1項に記載の支承用損傷判定装置を取り付けるための支承用損傷判定装置の取付方法であって、
前記支承の前記硬質板の位置を検知し、
少なくとも隣接する2枚の前記硬質板に跨るように、前記損傷判断部材を前記外側弾性部材の表面に取り付ける支承用損傷判定装置の取付方法。
A laminated body in which an inner elastic member and a hard plate that is harder than the inner elastic member are alternately laminated and an outer elastic member that covers the outer periphery of the laminated body, disposed between the supporting member and the supported member; The mounting method of the damage determination apparatus for bearings for attaching the damage determination apparatus for bearings of any one of Claims 1-5 to the support which supports the said supported member so that relative movement with the said supporting member is possible. There,
Detecting the position of the hard plate of the bearing;
A mounting method of a damage determination apparatus for bearing, wherein the damage determination member is attached to the surface of the outer elastic member so as to straddle at least two adjacent hard plates.
請求項1〜請求項5の何れか1項に記載の支承用損傷判定装置が取り付けられた支承。   A bearing to which the damage determination device for bearing according to any one of claims 1 to 5 is attached.
JP2009264283A 2009-11-19 2009-11-19 Bearing damage judging device, mounting method of bearing damage judging device, and bearing Expired - Fee Related JP5452182B2 (en)

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