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JP2013221576A - Laminated rubber bearing - Google Patents

Laminated rubber bearing Download PDF

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Publication number
JP2013221576A
JP2013221576A JP2012093707A JP2012093707A JP2013221576A JP 2013221576 A JP2013221576 A JP 2013221576A JP 2012093707 A JP2012093707 A JP 2012093707A JP 2012093707 A JP2012093707 A JP 2012093707A JP 2013221576 A JP2013221576 A JP 2013221576A
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laminated
rubber
laminated part
rubber layer
outer peripheral
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Hiroyuki Takai
博之 高井
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Kawakin Core Tech Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a laminated rubber bearing usable under high contact pressure and excelling in fatigue durability by reducing local shearing strain.SOLUTION: A laminated rubber bearing formed by alternately laminating rigid plates 2, 3 and rubber layers 4, 5, includes a center laminated part 1a and an outer peripheral laminated part 1b. The number of lamination of the center laminated part 1a is made larger than the number of lamination of the outer peripheral laminated part 1b, and each rubber layer 5 of the outer peripheral laminated part 1b is made softer than each rubber layer 4 of the center laminated part 1a.

Description

この発明は、積層ゴム支承に関し、より詳細には橋梁において上部構造と下部構造との間に設置されて上部構造の鉛直荷重を下部構造に伝達するための積層ゴム支承に関する。   The present invention relates to a laminated rubber bearing, and more particularly to a laminated rubber bearing that is installed between an upper structure and a lower structure in a bridge to transmit a vertical load of the upper structure to the lower structure.

積層ゴムを使用した支承に要求される機能として、上部構造の荷重を下部構造に伝達する鉛直荷重支持機能のみならず、上部構造の回転を可能とする回転機能がある。ゴムは荷重を受けると弾性変形する性質を有するので、後者の回転機能はゴムの弾性を利用したものである。他方、鉛直荷重支持機能に関しては、積層ゴムは、上部荷重が回転をしたとき、これに追従するためにゴムに引張応力が発生しない程度に圧縮ひずみを生じることが必要である。   As a function required for the bearing using the laminated rubber, there is not only a vertical load support function for transmitting the load of the superstructure to the substructure, but also a rotation function that enables the superstructure to rotate. Since rubber has the property of elastically deforming when subjected to a load, the latter rotation function utilizes the elasticity of rubber. On the other hand, regarding the vertical load support function, the laminated rubber needs to generate compressive strain to such an extent that no tensile stress is generated in the rubber in order to follow the upper load when it rotates.

積層ゴムに圧縮ひずみが生じると、ゴムは変形しても体積変化を生じないという性質を有することから、ゴムは側方へ大きく膨出するという現象が生じる。このゴムの膨出は、ゴムに局部的なせん断ひずみ(圧縮ひずみ+回転ひずみ)を発生させ、悪影響をもたらす。したがって、積層ゴムは従来構造のまま高面圧化すると、局部せん断ひずみが大きくなり、疲労耐久性が低下する。   When compressive strain occurs in the laminated rubber, the rubber does not change in volume even if it is deformed, so that a phenomenon occurs in which the rubber bulges greatly to the side. This swelling of the rubber generates a local shear strain (compression strain + rotational strain) in the rubber, which has an adverse effect. Therefore, when the laminated rubber is increased in surface pressure with the conventional structure, the local shear strain increases and the fatigue durability decreases.

ゴム層の単層厚を薄くして積層数を増やせば、積層ゴムの鉛直剛性が大きくなって圧縮ひずみを小さくすることができる。また、ゴム材料としてせん断弾性係数(G)が大きなもの、すなわち硬いゴムを使用することにより鉛直剛性を高めることができる。しかし、鉛直剛性が大きくなると、上部構造の回転変形に追従するためには、より多くのゴム層厚が必要となる。すなわち、鉛直剛性と大きくすることと、回転機能を満足することとは相反する要求である。また、硬いゴムは伸び性能が低くなるため、柔らかいゴムよりも局部せん断ひずみに対する許容値が小さい。   If the single layer thickness of the rubber layer is reduced to increase the number of laminated layers, the vertical rigidity of the laminated rubber can be increased and the compressive strain can be reduced. Moreover, vertical rigidity can be improved by using a rubber material having a large shear elastic modulus (G), that is, a hard rubber. However, as the vertical rigidity increases, more rubber layer thickness is required to follow the rotational deformation of the superstructure. That is, increasing the vertical rigidity and satisfying the rotation function are contradictory requirements. Further, since hard rubber has low elongation performance, the allowable value for local shear strain is smaller than that of soft rubber.

この出願の出願人による特許文献1には、積層ゴムの中央部においてゴム層の内部に中間剛性板を埋め込むようにした免震装置が開示されている(段落0050〜段落0052及び図11)。このような積層ゴムによれば、全体としての鉛直剛性が増大し、端部のゴム層の層厚は元のままであるため、回転剛性の増大は抑制される(段落0024)。しかしながら、同文献はゴム材料の硬さを部分的に変えることについては何ら言及がない。   Patent document 1 by the applicant of this application discloses a seismic isolation device in which an intermediate rigid plate is embedded in the rubber layer at the center of the laminated rubber (paragraph 0050 to paragraph 0052 and FIG. 11). According to such a laminated rubber, the vertical rigidity as a whole increases, and the layer thickness of the rubber layer at the end remains the same, so that an increase in rotational rigidity is suppressed (paragraph 0024). However, this document makes no mention of partially changing the hardness of the rubber material.

特開2004−211837号公報JP 2004-211837 A

この発明は上記のような技術的背景に基づいてなされたものであって、次の目的を達成するものである。
この発明の目的は、高面圧下で使用可能な高い鉛直剛性を発揮しつつ、ゴム層厚を大きくすることなく、回転機能を満足する支承を提供することにある。
The present invention has been made based on the technical background as described above, and achieves the following object.
An object of the present invention is to provide a bearing that satisfies the rotation function without increasing the rubber layer thickness while exhibiting a high vertical rigidity that can be used under a high surface pressure.

この発明は上記課題を達成するために、次のような手段を採用している。
すなわち、この発明は、剛性板とゴム層とを交互に積層してなる積層ゴム支承であって、
中央積層部と外周積層部とからなり、中央積層部の積層数を外周積層部の積層数よりも多くし、かつ外周積層部の各ゴム層を中央積層部の各ゴム層よりも柔らかくしたことを特徴とする積層ゴム支承にある。
The present invention employs the following means in order to achieve the above object.
That is, this invention is a laminated rubber bearing formed by alternately laminating rigid plates and rubber layers,
Consisting of a central laminated part and an outer peripheral laminated part, the number of laminated parts in the central laminated part is larger than the number of laminated parts in the outer laminated part, and each rubber layer in the outer laminated part is made softer than each rubber layer in the central laminated part Laminated rubber bearing characterized by

この発明によれば、積層ゴム支承は中央積層部において積層数が多く(ゴム層の層厚が薄い)、しかもゴム材料が硬いことから、鉛直剛性が大きくなり、圧縮ひずみを小さくすることができる。逆に回転変形が支配的になる外周積層部においては積層数が少なく(ゴム層の層厚が厚い)、しかもゴム材料が柔らかいことから、回転変形への追従が可能で、また局部せん断ひずみに対する許容値を大きくすることができる。したがって、鉛直剛性を高めつつ疲労耐久性を高めることができるので、高面圧下で使用することが可能となる。   According to this invention, the laminated rubber bearing has a large number of laminated layers (thickness of the rubber layer is thin) in the central laminated portion, and since the rubber material is hard, the vertical rigidity is increased and the compressive strain can be reduced. . On the other hand, in the outer peripheral laminated part where rotational deformation dominates, the number of laminated layers is small (the rubber layer is thick) and the rubber material is soft, so it is possible to follow the rotational deformation and against local shear strain. The allowable value can be increased. Therefore, the fatigue durability can be increased while increasing the vertical rigidity, so that it can be used under a high surface pressure.

この発明の実施形態を示す鉛直方向断面図である。It is a perpendicular direction sectional view showing an embodiment of this invention. 同実施形態のものを縮小して示す平面図である。It is a top view which reduces and shows the thing of the same embodiment. 回転による局部せん断ひずみを示す鉛直方向断面図である。It is a vertical direction sectional view showing local shear strain by rotation. 同実施形態のものをすべり支承に適用した例を示す橋軸直角方向断面図である。It is a bridge axis perpendicular direction sectional view showing the example which applied the thing of the embodiment to a slide bearing. 同すべり支承の橋軸方向断面図である。It is a bridge axial direction sectional view of the slide bearing. 図5のA−A線矢視断面図である。FIG. 6 is a cross-sectional view taken along line AA in FIG. 5.

この発明の実施形態を図面を参照しながら以下に説明する。図1は、この発明の実施形態を示す鉛直方向断面図である。積層ゴム支承1は、剛性板である鋼板2,3とゴム層4,5とを積層し、平面形状が矩形あるいは円形をなすように作られる。図2に平面形状を矩形とした場合の実施形態が示されている。   Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a vertical sectional view showing an embodiment of the present invention. The laminated rubber support 1 is made by laminating steel plates 2 and 3 which are rigid plates and rubber layers 4 and 5 so that the planar shape is rectangular or circular. FIG. 2 shows an embodiment in which the planar shape is rectangular.

積層ゴム支承1は、より具体的には中央積層部1aと、これを取り囲む外周積層部1bとからなる。鋼板2は、積層ゴム支承1全体の平面的な外形寸法と略等しい、辺長a,bを有する、従来と同様の矩形のものである。鋼板3は鋼板2の辺長a,bよりも小さな辺長a’,b’を有する矩形のものである。これら大面積の鋼板2と小面積の鋼板3とは、それらの中心が積層ゴム支承1の鉛直方向中心軸線と一致するように交互に配置される。   More specifically, the laminated rubber support 1 includes a central laminated portion 1a and an outer circumferential laminated portion 1b surrounding the central laminated portion 1a. The steel plate 2 has a rectangular shape similar to the conventional one having side lengths a and b substantially equal to the planar external dimensions of the entire laminated rubber support 1. The steel plate 3 has a rectangular shape having side lengths a ′ and b ′ smaller than the side lengths a and b of the steel plate 2. These large-area steel plates 2 and small-area steel plates 3 are alternately arranged such that their centers coincide with the vertical center axis of the laminated rubber bearing 1.

中央積層部1aは鋼板2及び鋼板3が重なり合う部分によって規定される。すなわち、中央積層部1aの平面的な領域は、鋼板3が配置されている領域である。外周積層部1bは鋼板2のみが重なり合う部分によって規定される。すなわち、外周積層部1bの平面的な領域は、鋼板2が配置されている平面的な領域から鋼板3が配置されている平面的な領域を減じた、矩形環状の領域である。したがって、また、図1からも容易に理解されるように、中央積層部1aの積層数は、外周積層部1bの積層数よりも多くなっている。   The central laminated portion 1a is defined by a portion where the steel plate 2 and the steel plate 3 overlap. That is, the planar area of the central laminated portion 1a is an area where the steel plate 3 is disposed. The outer peripheral laminated portion 1b is defined by a portion where only the steel plates 2 overlap. That is, the planar region of the outer peripheral laminated portion 1b is a rectangular annular region obtained by subtracting the planar region where the steel plate 3 is disposed from the planar region where the steel plate 2 is disposed. Therefore, as can be easily understood from FIG. 1, the number of the central laminated portions 1a is larger than the number of the laminated outer peripheral portions 1b.

中央積層部1aの積層数が外周積層部1bの積層数よりも多いことから、中央積層部1aのゴム層4は外周積層部1bのゴム層5よりも層厚が薄くなる。この発明では、以上の点に加えて、外周積層部1bのゴム層5を中央積層部1aのゴム層4よりも柔らかくしてある。   Since the number of laminated layers in the central laminated portion 1a is larger than the number of laminated layers in the outer laminated portion 1b, the rubber layer 4 in the central laminated portion 1a is thinner than the rubber layer 5 in the outer laminated portion 1b. In this invention, in addition to the above points, the rubber layer 5 of the outer peripheral laminated portion 1b is made softer than the rubber layer 4 of the central laminated portion 1a.

上記のように、この発明による積層ゴム支承1は、中央積層部1aの積層数が多く(ゴム層の層厚が薄い)、しかもゴム層4が硬いことから、鉛直剛性が大きくなり、圧縮ひずみを小さくすることができる。逆に外周積層部1bは積層数が少なく(ゴム層の層厚が厚い)、しかもゴム層5が柔らかいことから、回転変形への追従が可能で、また局部せん断ひずみ(図3の鎖線で示す円で囲んだ部分)に対する許容値を大きくすることができる。したがって、この発明の積層ゴム支承1によれば、鉛直剛性を高めつつ疲労耐久性を高めることができるので、高面圧下で使用することが可能となる。   As described above, the laminated rubber support 1 according to the present invention has a large number of laminated central laminated portions 1a (the thickness of the rubber layer is thin) and the rubber layer 4 is hard. Can be reduced. Conversely, the outer peripheral laminated portion 1b has a small number of laminated layers (thickness of the rubber layer is thick) and the rubber layer 5 is soft, so that it can follow rotational deformation, and local shear strain (shown by a chain line in FIG. 3). The permissible value for the circled portion can be increased. Therefore, according to the laminated rubber bearing 1 of the present invention, the fatigue durability can be enhanced while increasing the vertical rigidity, and therefore it can be used under a high surface pressure.

ここで、積層数であるが、積層ゴム支承のコンパクト化、低コスト化を図るためには、なるべく少ない積層数とすることが望ましい。図示の実施形態では、中央積層部1aが4層、外周積層部1bが2層という構成が採用されている。   Here, the number of laminated layers is preferably as small as possible in order to reduce the size and cost of the laminated rubber support. In the illustrated embodiment, a configuration in which the central laminated portion 1a has four layers and the outer laminated portion 1b has two layers is employed.

また、中央積層部1aの領域については、これを規定する鋼板3の辺長(円形の場合は直径)を、外周積層部1bを規定する鋼板2の辺長の1/2(a'=a/2, b'=b/2 )程度とすることが望ましい。ゴム層4,5の硬さについては、一般的な橋梁の要求性能に対しては、せん断弾性係数G値で中央積層部1aのゴム層4が 1.2N/mm2 程度、外周積層部1bのゴム層5が 0.8/mm2 程度が適用される。要求性能が通常と異なる場合は、これとは違った数値の組み合わせが適用される。 Moreover, about the area | region of the center laminated part 1a, the side length (diameter in the case of a circle) which prescribes | regulates this is 1/2 (a '= a) of the side length of the steel plate 2 which prescribes | regulates the outer periphery laminated part 1b. / 2, b '= b / 2) is desirable. Regarding the hardness of the rubber layers 4 and 5, for the required performance of a general bridge, the rubber layer 4 of the central laminated portion 1a has a shear elastic modulus G value of about 1.2 N / mm 2 and the outer laminated portion 1b A rubber layer 5 of about 0.8 / mm 2 is applied. If the required performance is different from normal, a different combination of numbers is applied.

積層ゴム支承1は、周知の積層ゴムと同様に、鋼板2,3及びゴム層4,5を加硫接着して作られる。ゴム層4,5の材料としては、クロロプレン系の合成ゴムや天然ゴムを用いることができるが、疲労耐久性等の観点から天然ゴムを用いることが望ましい。積層ゴム支承1の外周は、被覆ゴム層6で覆われている。   The laminated rubber support 1 is made by vulcanizing and bonding the steel plates 2 and 3 and the rubber layers 4 and 5 in the same manner as a known laminated rubber. As materials for the rubber layers 4 and 5, chloroprene-based synthetic rubber or natural rubber can be used, but it is desirable to use natural rubber from the viewpoint of fatigue durability. The outer periphery of the laminated rubber support 1 is covered with a covering rubber layer 6.

図4〜図6は、上記積層ゴム支承1を橋梁において滑り支承の本体(ゴム沓)として組み込んだ使用例を示している。上部構造である橋桁11(鋼桁)のフランジ12の下面には中央にボス孔14を有する矩形のソールプレート13が溶接により固着されている。このソールプレート13の下面に、矩形の鋼板からなる上沓15がボルト17により固定されている。上沓15は、ボス孔14に嵌合するせん断キー16を有している。   4 to 6 show an example of use in which the laminated rubber bearing 1 is incorporated as a main body (rubber rod) of a sliding bearing in a bridge. A rectangular sole plate 13 having a boss hole 14 in the center is fixed to the lower surface of the flange 12 of the bridge girder 11 (steel girder), which is an upper structure, by welding. An upper collar 15 made of a rectangular steel plate is fixed to the lower surface of the sole plate 13 with bolts 17. The upper collar 15 has a shear key 16 that fits into the boss hole 14.

上沓15の下面には滑り部材であるステンレス鋼板18が設けられている。このステンレス鋼板18は上沓15の下面に形成された凹部に、表面が上沓15と同一面となるように嵌め込まれたうえ、溶接により上沓15に固着されている。上沓15の橋軸方向(X方向)両側部には橋軸方向に延びる段部19を有する切欠部20,20が形成されている。   A stainless steel plate 18 as a sliding member is provided on the lower surface of the upper collar 15. The stainless steel plate 18 is fitted into a recess formed on the lower surface of the upper collar 15 so that the surface thereof is flush with the upper collar 15, and is fixed to the upper collar 15 by welding. Notches 20 and 20 having step portions 19 extending in the bridge axis direction are formed on both sides of the upper rod 15 in the bridge axis direction (X direction).

下部構造である橋脚22の上面には、矩形の鋼板からなる下沓21がアンカーボルト23を介して固定されている。下沓21の橋軸方向両側部にはサイドブロック24,24が固定ボルト25を介して取外し自在に固定されている。サイドブロック24は上端に張出部26を有し、この張出部26は上沓15の段部19に緩く係合している。この係合により、橋桁11の橋軸直角方向(Y方向)の移動と、橋桁11の上揚移動とが制限される。   A lower rod 21 made of a rectangular steel plate is fixed to an upper surface of the pier 22 which is a lower structure via an anchor bolt 23. Side blocks 24, 24 are detachably fixed to both sides of the lower rod 21 in the bridge axis direction via fixing bolts 25. The side block 24 has an overhang portion 26 at the upper end, and the overhang portion 26 is loosely engaged with the step portion 19 of the upper collar 15. By this engagement, the movement of the bridge girder 11 in the direction perpendicular to the bridge axis (Y direction) and the lifting movement of the bridge girder 11 are restricted.

この発明による積層ゴム支承1は、下沓21の上面に載置される。下沓21には積層ゴム支承1のずれを抑止し、また位置決めをするための複数のずれ止めプレート28が、積層ゴム支承1の下端部外周に位置するように設けられている。   The laminated rubber bearing 1 according to the present invention is placed on the upper surface of the lower collar 21. The lower collar 21 is provided with a plurality of displacement prevention plates 28 for suppressing the displacement of the laminated rubber support 1 and for positioning so as to be positioned on the outer periphery of the lower end portion of the laminated rubber support 1.

積層ゴム支承1の上面には、矩形の鋼板からなる中間プレート30が載置されている。中間プレート30の上面には滑り部材であるテフロン(登録商標、以下同じ)板32が設けられ、テフロン板32はステンレス板18に滑動可能に圧接している。テフロン板32は平面円形に形成され、中間プレート30の上面に形成された凹部に嵌め込まれ、接着されている。この状態でテフロン板32の表面は、中間プレート30の上面から突出する。   An intermediate plate 30 made of a rectangular steel plate is placed on the upper surface of the laminated rubber support 1. A Teflon (registered trademark, hereinafter the same) plate 32 as a sliding member is provided on the upper surface of the intermediate plate 30, and the Teflon plate 32 is slidably pressed against the stainless steel plate 18. The Teflon plate 32 is formed into a flat circular shape, and is fitted into a recess formed on the upper surface of the intermediate plate 30 and bonded thereto. In this state, the surface of the Teflon plate 32 protrudes from the upper surface of the intermediate plate 30.

中間プレート30の橋軸方向両側部31,31は積層ゴム支承1の上面から張り出している。この両側部31,31には切欠部34,34が形成されている。そして、これらの切欠部34、34にはサイドブロック24,24が緩く嵌入し、係合している。   Both sides 31 and 31 in the bridge axis direction of the intermediate plate 30 protrude from the upper surface of the laminated rubber bearing 1. Cutouts 34, 34 are formed on both side parts 31, 31. The side blocks 24 and 24 are loosely fitted and engaged with the notches 34 and 34.

上記のような滑り支承において、上部構造11に地震等により水平荷重が作用すると、上部構造11は橋軸方向に移動する。その際、中間プレート30にもステンレス板18とテフロン板32との間の摩擦力を介して水平荷重が作用するが、中間プレート30はサイドブロック24に係合して拘束されているので、移動することができない。したがって、橋桁11の水平移動は、摩擦力に抗してのステンレス板18とテフロン板32とのすべりによってのみ実現され、積層ゴム支承1には水平荷重が伝達されることはなく、せん断変形を起こすことはない。すなわち、積層ゴム支承1は水平荷重を伝達する機能を持っていないが、上部構造11の鉛直荷重を下部構造22に伝達する機能と、上部構造11の回転に追従する機能を持っている。   In the sliding bearing as described above, when a horizontal load acts on the upper structure 11 due to an earthquake or the like, the upper structure 11 moves in the bridge axis direction. At that time, a horizontal load is also applied to the intermediate plate 30 through the frictional force between the stainless steel plate 18 and the Teflon plate 32. However, the intermediate plate 30 is engaged and restrained by the side block 24, so that it moves. Can not do it. Therefore, the horizontal movement of the bridge girder 11 is realized only by the sliding of the stainless steel plate 18 and the Teflon plate 32 against the frictional force, and no horizontal load is transmitted to the laminated rubber support 1, and shear deformation is not caused. It will not wake up. That is, the laminated rubber bearing 1 does not have a function of transmitting a horizontal load, but has a function of transmitting a vertical load of the upper structure 11 to the lower structure 22 and a function of following the rotation of the upper structure 11.

1:積層ゴム支承
1a:中央積層部
1b:外周積層部
2:剛性板(鋼板)
3:剛性板(鋼板)
4:ゴム層
5:ゴム層
1: Laminated rubber bearing 1a: Central laminated portion 1b: Outer circumferential laminated portion 2: Rigid plate (steel plate)
3: Rigid plate (steel plate)
4: Rubber layer 5: Rubber layer

Claims (1)

剛性板とゴム層とを交互に積層してなる積層ゴム支承であって、
中央積層部と外周積層部とからなり、中央積層部の積層数を外周積層部の積層数よりも多くし、かつ外周積層部の各ゴム層を中央積層部の各ゴム層よりも柔らかくしたことを特徴とする積層ゴム支承。
A laminated rubber bearing in which rigid plates and rubber layers are alternately laminated,
Consisting of a central laminated part and an outer peripheral laminated part, the number of laminated parts in the central laminated part is larger than the number of laminated parts in the outer laminated part, and each rubber layer in the outer laminated part is made softer than each rubber layer in the central laminated part Laminated rubber bearing characterized by
JP2012093707A 2012-04-17 2012-04-17 Laminated rubber bearing Pending JP2013221576A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012093707A JP2013221576A (en) 2012-04-17 2012-04-17 Laminated rubber bearing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012093707A JP2013221576A (en) 2012-04-17 2012-04-17 Laminated rubber bearing

Publications (1)

Publication Number Publication Date
JP2013221576A true JP2013221576A (en) 2013-10-28

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012093707A Pending JP2013221576A (en) 2012-04-17 2012-04-17 Laminated rubber bearing

Country Status (1)

Country Link
JP (1) JP2013221576A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104032673A (en) * 2014-06-17 2014-09-10 同济大学 Laminated rubber support reinforced by combining fine high-strength steel wire meshes and steel fibers
WO2020100940A1 (en) * 2018-11-13 2020-05-22 オムロン株式会社 Bearing plate bearing device, calculation device, method for mounting bearing plate bearing device, and method for replacing rigid body plate

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104032673A (en) * 2014-06-17 2014-09-10 同济大学 Laminated rubber support reinforced by combining fine high-strength steel wire meshes and steel fibers
WO2020100940A1 (en) * 2018-11-13 2020-05-22 オムロン株式会社 Bearing plate bearing device, calculation device, method for mounting bearing plate bearing device, and method for replacing rigid body plate
JP2020079508A (en) * 2018-11-13 2020-05-28 首都高速道路株式会社 Bearing plate bearing device, arithmetic unit, bearing plate bearing device mounting method, and rigid plate replacement method
JP7173840B2 (en) 2018-11-13 2022-11-16 首都高速道路株式会社 Bearing plate bearing device, computing device, bearing plate bearing device installation method, and rigid plate replacement method

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