JP2008128280A - Support - Google Patents

Support Download PDF

Info

Publication number
JP2008128280A
JP2008128280A JP2006310975A JP2006310975A JP2008128280A JP 2008128280 A JP2008128280 A JP 2008128280A JP 2006310975 A JP2006310975 A JP 2006310975A JP 2006310975 A JP2006310975 A JP 2006310975A JP 2008128280 A JP2008128280 A JP 2008128280A
Authority
JP
Japan
Prior art keywords
recess
rubber
steel plate
plate
support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2006310975A
Other languages
Japanese (ja)
Inventor
Seiichi Kondo
誠一 近藤
Hideaki Kato
秀章 加藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP2006310975A priority Critical patent/JP2008128280A/en
Publication of JP2008128280A publication Critical patent/JP2008128280A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a support improved in bonding durability between a recess and an elastic body at an interface by suppressing tensile force generated to the interface of the recess and elastic body when shearing force is generated. <P>SOLUTION: A sliding rubber support 10 disposed on a bridge pier 12 to support a bridge girder 14 comprises a laminated body 16 with a rubber layer 26 and an inner steel plate 28 laminated between an upper connecting steel plate 22 and a lower connecting steel plate 24; a recess 30 provided at the upper face edge part of the upper connecting steel plate 22; outer skin rubber 18 filled in the recess 30 while covering the whole side face of the laminated body 16; and a reinforcing steel plate 20 provided on the upper connecting steel plate 22 and holding and compressing the outer skin rubber 18 between itself and the recess 30. Tensile force generated to the interface of the recess 30 and outer skin rubber 18 when shearing force is generated, is thereby suppressed to improve bonding durability between the recess 30 and outer skin rubber 18 at the interface. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は弾性体と該弾性体より硬質な硬質板とを積層した支承に関するものであり、特に剪断変形時における耐久性に極めて優れた支承に関するものである。   The present invention relates to a bearing in which an elastic body and a hard plate harder than the elastic body are laminated, and more particularly to a bearing that is extremely excellent in durability during shear deformation.

鋼板等の硬質板とゴム等の弾性体とを積層した構造体が、防振性、吸振性等を要求される支承として広く用いられている。このような支承は、建物と土台との間に挿入され、建物全体を支える働きをしているため、一旦設置された後は取替えが困難であり、また、たとえ技術的には取替え可能であっても、コスト的にかなり高いものとなる。このため、支承にはコンクリート構造物と同程度の50〜100年の耐久寿命が要求されている。   A structure in which a hard plate such as a steel plate and an elastic body such as rubber are laminated is widely used as a support that requires vibration proofing, vibration absorption, and the like. Since such a support is inserted between the building and the base and serves to support the entire building, it is difficult to replace it once it is installed, and even if it is technically replaceable. However, the cost is considerably high. For this reason, the bearing is required to have a durability life of 50 to 100 years, which is the same as that of a concrete structure.

ところで、支承は、使用中、常に外気にさらされているため、空気、湿度、オゾン、紫外線、原子力用においては放射線、海辺における場合では海風等により長期劣化を受ける。また、建物を支えているため、常に圧縮荷重を受けており、平常時でも弾性体層(ゴム層)の表面部にはかなりの引張応力が付与されている。その上、大地震発生時においては、ゴム層は局部的に100〜300%にもおよぶ剪断歪を受ける。このような応力歪により劣化はより一層進行する。このようなことから、長期耐久寿命を要求される滑り支承において、耐酸化劣化性、耐オゾン性、耐熱老化性などの耐候性を高めるために外周をゴム層より耐候性に優れる耐候性ゴムによって被覆することで劣化を抑制する技術が知られている。   By the way, since the bearing is constantly exposed to the outside air during use, it is subject to long-term deterioration due to air, humidity, ozone, ultraviolet rays, radiation for nuclear power, sea breeze in the case of the seaside, and the like. Further, since the building is supported, it always receives a compressive load, and a considerable tensile stress is applied to the surface portion of the elastic layer (rubber layer) even in normal times. In addition, when a large earthquake occurs, the rubber layer is locally subjected to shear strain of 100 to 300%. Degradation further proceeds due to such stress strain. For this reason, in sliding bearings that require a long endurance life, the outer periphery is made of a weather-resistant rubber that has better weather resistance than the rubber layer in order to increase the weather resistance such as oxidation resistance, ozone resistance, and heat aging resistance. A technique for suppressing deterioration by coating is known.

一般に、支承の最上部及び最下部には、鋼板(連結鋼板)が配置されている。特許文献1では、上側連結鋼板及び下側連結鋼板と耐候性ゴムとの接着力を高めるために、これらの間に接着性に優れる良接着性ゴムを配置している。
特開2005−188546号公報
Generally, steel plates (connected steel plates) are arranged at the uppermost and lowermost portions of the support. In patent document 1, in order to raise the adhesive force of an upper connection steel plate, a lower connection steel plate, and a weather resistant rubber, the good adhesive rubber excellent in adhesiveness is arrange | positioned among these.
JP 2005-188546 A

さて、一般的な滑り支承にあっては、この上側連結鋼板又は下側連結鋼板の表面にフッ素樹脂、例えばポリテトラフルオロエチレン(PTFE)等の高摺動性樹脂板が固着されている。
しかしながら、特許文献1の発明のように、上側連結鋼板の上面縁部又は下側連結鋼板の下面縁部に凹部を設けて、耐候性ゴムと上側連結鋼板又は下側連結鋼板との間及び凹部に良接着性ゴムを充填した場合には、高摺動性樹脂板を凹部より内側に配置していた。これは、高摺動性樹脂板とゴムとの接着性が低いことに起因している。このため、滑り支承に剪断力が生じた場合には、凹部と良接着性ゴムとの界面に強い引張力が生じて、該界面での接着耐久性が低下する問題点があった。
In a general sliding bearing, a highly slidable resin plate such as a fluororesin, for example, polytetrafluoroethylene (PTFE) is fixed to the surface of the upper connecting steel plate or the lower connecting steel plate.
However, as in the invention of Patent Document 1, a recess is provided on the upper surface edge of the upper connection steel plate or the lower surface edge of the lower connection steel plate, and the recess between the weather resistant rubber and the upper connection steel plate or the lower connection steel plate. When good adhesive rubber was filled in, a highly slidable resin plate was disposed inside the recess. This is due to the low adhesion between the highly slidable resin plate and the rubber. For this reason, when a shearing force is generated in the sliding bearing, a strong tensile force is generated at the interface between the concave portion and the good adhesive rubber, and there is a problem in that the bonding durability at the interface is lowered.

本発明の目的は、上記事実を考慮して、剪断力発生時の凹部と弾性体との界面に生じる引張力を抑制して、該界面における凹部と弾性体との接着耐久性を向上する支承を提供することを目的とする。   In view of the above facts, the object of the present invention is to provide a support that suppresses the tensile force generated at the interface between the recess and the elastic body when the shear force is generated, thereby improving the durability of the bond between the recess and the elastic body at the interface. The purpose is to provide.

上記目的を達成するために本発明の請求項1に係る支承は、上側連結板と、下側連結板との間に弾性体と前記弾性体より硬質な硬質板とが積層された積層体と、前記上側連結板の上面縁部及び前記下側連結板の下面縁部の少なくとも一方に設けられた凹部とを備えた支承であって、前記弾性体は、前記積層体の側面全体に被覆されると共に前記凹部に充填され、前記凹部の設けられた側に補強板が配置され、前記凹部と前記補強板との間で前記弾性体を挟み込んで圧縮することを特徴としている。   In order to achieve the above object, a support according to claim 1 of the present invention is a laminated body in which an elastic body and a hard board harder than the elastic body are laminated between an upper connecting plate and a lower connecting plate. And a recess provided on at least one of the upper surface edge of the upper connection plate and the lower surface edge of the lower connection plate, wherein the elastic body is covered over the entire side surface of the laminate. And a reinforcing plate is disposed on the side where the concave portion is provided, and the elastic body is sandwiched between the concave portion and the reinforcing plate for compression.

次に請求項1に記載の支承の作用について説明する。
請求項1の支承に剪断力が生じても、凹部に充填された弾性体を凹部と補強板とで挟み込んで圧縮しているため、凹部と弾性体との界面に作用する引張力が抑制される。このため、該界面における凹部と弾性体との接着耐久性が向上し、支承の耐久性が向上する。
従って、剪断力発生時に凹部と弾性体との界面に生じる引張力が抑制されて、該界面における凹部と弾性体との接着耐久性が向上する。
Next, the effect | action of the support of Claim 1 is demonstrated.
Even if a shearing force is generated in the support of claim 1, since the elastic body filled in the concave portion is sandwiched and compressed between the concave portion and the reinforcing plate, the tensile force acting on the interface between the concave portion and the elastic body is suppressed. The For this reason, the durability of adhesion between the concave portion and the elastic body at the interface is improved, and the durability of the bearing is improved.
Therefore, the tensile force generated at the interface between the recess and the elastic body when the shear force is generated is suppressed, and the durability of bonding between the recess and the elastic body at the interface is improved.

本発明の請求項2に係る支承は、請求項1に記載の支承において、前記凹部の幅は、5〜50mmを満たすことを特徴としている。   The bearing according to claim 2 of the present invention is characterized in that, in the bearing according to claim 1, the width of the recess satisfies 5 to 50 mm.

次に、請求項2に記載の支承の作用について説明する。
凹部の幅が5mm未満だと、凹部と補強板とで挟み込んだ弾性体の幅が短く、支承に剪断力が生じた場合に、引張力を抑制する効果が低く、この幅が50mmを超えると、支承に剪断力が生じた場合に、凹部と補強板とで挟み込んだ弾性体が途中で破断する虞がある。従って、凹部の幅は、5〜50mmを満たすことが好ましい。
Next, the effect | action of the support of Claim 2 is demonstrated.
If the width of the recess is less than 5 mm, the width of the elastic body sandwiched between the recess and the reinforcing plate is short, and when a shearing force is generated in the support, the effect of suppressing the tensile force is low, and if this width exceeds 50 mm When a shearing force is generated in the support, the elastic body sandwiched between the recess and the reinforcing plate may be broken halfway. Therefore, it is preferable that the width of the recess satisfies 5 to 50 mm.

本発明の請求項3に係る支承は、請求項1又は請求項2に記載の支承において、前記凹部の厚みは、1〜10mmを満たすことを特徴としている。   The bearing according to claim 3 of the present invention is characterized in that, in the bearing according to claim 1 or 2, the thickness of the concave portion satisfies 1 to 10 mm.

次に、請求項3に記載の支承の作用について説明する。
凹部の厚みが1mm未満だと、支承に剪断力が生じた場合に、凹部と補強板とで挟み込んだ弾性体が途中で破断する虞があり、この厚みが10mmを超えると、凹部と補強板とで挟み込んだ弾性体の厚みが厚すぎるため、支承に剪断力が生じた場合に、引張力を抑制する効果が低くなってしまう。また、凹部の厚みが厚すぎると補強板の曲げが過剰となる虞がある。従って、凹部の厚みは、1〜10mmを満たすことが好ましい。
Next, the effect | action of the support of Claim 3 is demonstrated.
If the thickness of the recess is less than 1 mm, there is a possibility that the elastic body sandwiched between the recess and the reinforcing plate may break in the middle when shear force is generated in the support. If the thickness exceeds 10 mm, the recess and the reinforcing plate Since the thickness of the elastic body sandwiched between and is too thick, when a shear force is generated in the bearing, the effect of suppressing the tensile force is reduced. Moreover, if the thickness of the recess is too thick, the reinforcing plate may be bent excessively. Therefore, it is preferable that the thickness of the recess satisfies 1 to 10 mm.

本発明の支承は、剪断力発生時の凹部と弾性体との界面に生じる引張力が抑制されて、該界面における凹部と弾性体との接着耐久性が向上する。   In the support of the present invention, the tensile force generated at the interface between the recess and the elastic body when the shearing force is generated is suppressed, and the durability of bonding between the recess and the elastic body at the interface is improved.

[第1の実施形態]
(構成)図1(A)及び図1(B)には、本発明の支承が適用された橋梁等に用いられる滑りゴム支承10が示されている。本実施形態では、橋脚12の上に滑りゴム支承10が設けられて、橋桁14を支えている。なお、図1(A)は、本発明の第1実施形態に係る滑りゴム支承10を橋軸直角方向から見た一部断面図であり、図1(B)は図1(A)のB部拡大図である。この図面における橋軸方向(橋の長手方向)を矢印Xで示す。
[First Embodiment]
(Structure) FIGS. 1A and 1B show a sliding rubber bearing 10 used for a bridge or the like to which the bearing of the present invention is applied. In this embodiment, the sliding rubber support 10 is provided on the bridge pier 12 to support the bridge girder 14. 1A is a partial cross-sectional view of the sliding rubber bearing 10 according to the first embodiment of the present invention as viewed from the direction perpendicular to the bridge axis, and FIG. 1B is a cross-sectional view of FIG. FIG. The bridge axis direction (longitudinal direction of the bridge) in this drawing is indicated by an arrow X.

図1に示されるように、橋脚12の上面にはベースプレート40が配置されている。このベースプレート40は、第一アンカー部材44(例えばアンカーボルト等)によって橋脚12に固定されている。   As shown in FIG. 1, a base plate 40 is disposed on the upper surface of the pier 12. The base plate 40 is fixed to the pier 12 by a first anchor member 44 (for example, an anchor bolt).

このベースプレート40の上には、滑りゴム支承10が配置されている。滑りゴム支承10は、下沓34と、積層体16と、補強鋼板20と、高摺動性樹脂板32と、受け板38とから構成されている。   A sliding rubber support 10 is disposed on the base plate 40. The sliding rubber support 10 includes a lower rod 34, a laminated body 16, a reinforcing steel plate 20, a high slidable resin plate 32, and a receiving plate 38.

下沓34は、下沓34に形成された第一貫通孔(図示省略)に第一取付ボルト(図示省略)を挿通して、ベースプレート40に形成された第一雌ねじ(図示省略)に螺合させることでベースプレート40に固定されている。なお、下沓34とベースプレート40との固定手段は、この固定手段以外であっても良いものとする。   The lower rod 34 is screwed into a first female screw (not shown) formed on the base plate 40 by inserting a first mounting bolt (not shown) through a first through hole (not shown) formed in the lower rod 34. By fixing, the base plate 40 is fixed. It should be noted that the fixing means for the lower rod 34 and the base plate 40 may be other than this fixing means.

この下沓34の上には、積層体16が配置されている。この積層体16は、上側連結鋼板22と、下側連結鋼板24と、両者の間に厚み方向に交互に積層されたゴム層26及び内部鋼板28とを備えている。上側連結鋼板22の上面縁部には、上側連結鋼板22の上面よりも凹陥した凹部30(切欠き部)が形成されている。また、上側連結鋼板22の上面内側縁及び上面外側縁が夫々斜めに面取りされている。そして、積層体16の側面全体にはゴム層26よりも耐候性に優れるゴムからなる外皮ゴム18が被覆されている。また、この外皮ゴム18は、凹部30にも充填されている。
凹部30の幅Wは、5〜50mmを満たすことが好ましく、厚みTは、1〜10mmを満たすことが好ましい。
On the lower rod 34, the laminate 16 is disposed. The laminate 16 includes an upper connecting steel plate 22, a lower connecting steel plate 24, and rubber layers 26 and internal steel plates 28 that are alternately stacked in the thickness direction therebetween. A concave portion 30 (notched portion) that is recessed from the upper surface of the upper connecting steel plate 22 is formed on the upper surface edge of the upper connecting steel plate 22. Moreover, the upper surface inner edge and the upper surface outer edge of the upper connecting steel plate 22 are chamfered obliquely. The entire side surface of the laminate 16 is covered with an outer rubber 18 made of rubber having better weather resistance than the rubber layer 26. The outer rubber 18 is also filled in the recess 30.
The width W of the recess 30 preferably satisfies 5 to 50 mm, and the thickness T preferably satisfies 1 to 10 mm.

上側連結鋼板22の上面には、補強鋼板20が密着して固定されている。この補強鋼板20は、凹部30との間で外皮ゴム18を挟み込んで圧縮している。なお、上側連結鋼板22、下側連結鋼板24、内部鋼板28及び補強鋼板20の一部(外皮ゴム18との接触面)は、ゴム層26及び外皮ゴム18に対して加硫接着されていることが好ましい。ここで、ゴム層26の材質としては、天然ゴム、クロロプレンゴム、ブタジエンゴム、イソプレンゴム、スチレンブタジエンゴム等を用いることが好ましく、外皮ゴム18の材質としては、ブチルゴム、エチレンプロピレンゴム、クロロプレン、ポリウレタン、エチレン酢酸ビニルゴム、ウレタンゴム、フッ素ゴム、シリコーンゴムを用いることが好ましい。   A reinforcing steel plate 20 is fixed in close contact with the upper surface of the upper connecting steel plate 22. The reinforcing steel plate 20 is compressed by sandwiching the outer rubber 18 with the recess 30. Note that a part of the upper connecting steel plate 22, the lower connecting steel plate 24, the inner steel plate 28 and the reinforcing steel plate 20 (contact surface with the outer rubber 18) is vulcanized and bonded to the rubber layer 26 and the outer rubber 18. It is preferable. Here, it is preferable to use natural rubber, chloroprene rubber, butadiene rubber, isoprene rubber, styrene butadiene rubber or the like as the material of the rubber layer 26, and as the material of the outer rubber 18, butyl rubber, ethylene propylene rubber, chloroprene or polyurethane. It is preferable to use ethylene vinyl acetate rubber, urethane rubber, fluorine rubber, or silicone rubber.

なお、本実施形態では、内部鋼板28を四角形の板状とし、上側連結鋼板22及び下側連結鋼板24も、これに合わせて四角形の板状としている。これにより、積層体16は全体として、扁平な略四角柱状になっているが、積層体16の形状はこれに限定されず、例えば円柱状であってもよいし、四角柱以外の多角柱状(例えば六角柱状)であってもよい。   In the present embodiment, the internal steel plate 28 has a rectangular plate shape, and the upper connecting steel plate 22 and the lower connecting steel plate 24 have a rectangular plate shape in accordance with this. Thereby, although the laminated body 16 has become a flat substantially quadrangular prism shape as a whole, the shape of the laminated body 16 is not limited thereto, and may be, for example, a cylindrical shape or a polygonal column shape other than a rectangular column ( For example, it may be a hexagonal column).

下側連結鋼板24は、下沓34に形成された貫通孔に第二取付ボルト(図示省略)を挿通して、下側連結鋼板24に形成された第二雌ねじ(図示省略)に螺合させることで下沓34に固定されている。なお、下沓34と下側連結鋼板24との固定手段は、この固定手段以外であっても良いものとする。   The lower connecting steel plate 24 is inserted into a through hole formed in the lower rod 34 with a second mounting bolt (not shown) and screwed into a second female screw (not shown) formed in the lower connecting steel plate 24. This is fixed to the lower rod 34. It should be noted that the fixing means between the lower rod 34 and the lower connecting steel plate 24 may be other than this fixing means.

また、図1(A)に示されるように、下側連結鋼板24と下沓34との対向面には、それぞれ対向する位置(中央)に固定用凹部24A及び固定用凹部34Aが形成され、この固定用凹部24A及び固定用凹部34Aに隙間無く、固定キー46が嵌め込まれている。これにより、積層体16と下沓34との水平方向(接触面に沿った方向)へのズレが阻止されるようになっている。   Further, as shown in FIG. 1 (A), a fixing concave portion 24A and a fixing concave portion 34A are formed on opposing surfaces (center) of the lower connecting steel plate 24 and the lower rod 34, respectively. A fixing key 46 is fitted into the fixing recess 24A and the fixing recess 34A without any gap. Thereby, the shift | offset | difference to the horizontal direction (direction along a contact surface) with the laminated body 16 and the lower collar 34 is blocked | prevented.

補強鋼板20の上面には、フッ素樹脂、例えばポリテトラフルオロエチレン(PTFE)等の高摺動性樹脂板32が固着されている。この高摺動性樹脂板32の上面には、高摺動性樹脂板32との摩擦係数が低い滑り板38が密着して配置されている。この滑り板38は、例えばステンレス鋼板等を用いることが好ましい。また、滑り板38の上には、上部支持板36が配置され、この上部支持板36の上には、橋桁14が配置されている。   A highly slidable resin plate 32 such as a fluororesin, for example, polytetrafluoroethylene (PTFE) is fixed to the upper surface of the reinforcing steel plate 20. A sliding plate 38 having a low coefficient of friction with the highly slidable resin plate 32 is disposed in close contact with the upper surface of the highly slidable resin plate 32. As the sliding plate 38, for example, a stainless steel plate is preferably used. An upper support plate 36 is disposed on the sliding plate 38, and the bridge girder 14 is disposed on the upper support plate 36.

この上部支持板36は、第二アンカー部材42(例えばアンカーボルト等)によって橋桁14に固定されている。また、滑り板38は、滑り板38に形成された第三貫通孔(図示省略)に第三取付ボルト(図示省略)を挿通して、上部支持板36に形成された第三雌ねじ(図示省略)に螺合させることで上部支持板36に固定されている。なお、滑り板38と上部支持板36との固定手段は、この固定手段以外であっても良いものとする。   The upper support plate 36 is fixed to the bridge beam 14 by a second anchor member 42 (for example, an anchor bolt). Further, the sliding plate 38 is inserted into a third through-hole (not shown) formed in the sliding plate 38 through a third mounting bolt (not shown) to form a third female screw (not shown) formed in the upper support plate 36. ) And is fixed to the upper support plate 36. The fixing means for the sliding plate 38 and the upper support plate 36 may be other than this fixing means.

なお、本実施形態では、上側連結鋼板22の上面内側縁及び上面外側縁が夫々斜めに面取りされる構成としたが、この構成に限定される必要は無く、上側連結鋼板22の上面内側縁及び上面外側縁が夫々直角となるように形成される構成であっても良く、それ以外の形状に形成される構成であっても良いものとする。
また、本実施形態では、外皮ゴム18はゴム層26よりも耐候性に優れるゴムからなる構成としたが、この構成に限定される必要は無く、ゴム層26と外皮ゴム18とが同種のゴムからなる構成であっても良く、これら以外のゴムからなる構成であっても良いものとする。
In the present embodiment, the upper inner edge and the upper outer edge of the upper connecting steel plate 22 are chamfered obliquely, but it is not necessary to be limited to this configuration. The upper surface outer edges may be formed so as to be at right angles, or may be formed in other shapes.
In the present embodiment, the outer rubber 18 is made of rubber having better weather resistance than the rubber layer 26. However, it is not necessary to be limited to this structure, and the rubber layer 26 and the outer rubber 18 are the same type of rubber. The structure which consists of rubber | gum other than these may be sufficient.

(作用)次に第1の実施形態の滑りゴム支承10の作用を説明する。
例えば地震等で、橋脚12及び橋桁14が水平方向に相対移動すると、滑りゴム支承10に剪断力が生じるが、外皮ゴム18を凹部30と補強鋼板20とで挟み込んで圧縮しているため、凹部30と外皮ゴム18との界面に作用する引張り力が抑制される。このため、この凹部30と外皮ゴム18との界面における接着耐久性が向上し、滑りゴム支承10の耐久性が向上する。
従って、剪断力発生時の凹部30と外皮ゴム18との界面に生じる引張り力が抑制されて、該界面における凹部30と外皮ゴム18との接着耐久性が向上する。
(Operation) Next, the operation of the sliding rubber bearing 10 of the first embodiment will be described.
For example, when the bridge pier 12 and the bridge girder 14 are moved relative to each other in the horizontal direction due to an earthquake or the like, a shearing force is generated in the sliding rubber support 10. The tensile force acting on the interface between the outer rubber 30 and the outer rubber 18 is suppressed. For this reason, the adhesion durability at the interface between the recess 30 and the outer rubber 18 is improved, and the durability of the sliding rubber bearing 10 is improved.
Therefore, the tensile force generated at the interface between the concave portion 30 and the outer rubber 18 when the shearing force is generated is suppressed, and the adhesion durability between the concave portion 30 and the outer rubber 18 at the interface is improved.

また凹部30の幅Wが5mm未満だと、凹部30と補強鋼板20とで挟み込んだ外皮ゴム18の幅が短く、滑りゴム支承10に剪断力が生じた場合に、引張力を抑制する効果が低く、この幅Wが50mmを超えると、滑りゴム支承10に剪断力が生じた場合に、凹部30と補強鋼板20とで挟み込んだ外皮ゴム18が途中で破断する虞がある。従って、凹部30の幅Wは、5〜50mmを満たすことが好ましい。   If the width W of the recess 30 is less than 5 mm, the outer rubber 18 sandwiched between the recess 30 and the reinforcing steel plate 20 has a short width, and when shearing force is generated in the sliding rubber bearing 10, the effect of suppressing the tensile force is obtained. If the width W exceeds 50 mm, when the shearing force is generated in the sliding rubber support 10, the outer rubber 18 sandwiched between the recess 30 and the reinforcing steel plate 20 may be broken halfway. Therefore, it is preferable that the width W of the recess 30 satisfies 5 to 50 mm.

凹部30の厚みTが1mm未満だと、滑りゴム支承10に剪断力が生じた場合に、凹部30と補強鋼板20とで挟み込んだ外皮ゴム18が途中で破断する虞があり、この厚みTが10mmを超えると、凹部30と補強鋼板20とで挟み込んだ外皮ゴム18の厚みが厚すぎるため、滑りゴム支承10に剪断力が生じた場合に、引張力を抑制する効果が低くなってしまう。また、凹部30の厚みTが厚すぎると補強鋼板20の曲げが過剰となる虞がある。従って、凹部30の厚みTは、1〜10mmを満たすことが好ましい。   If the thickness T of the concave portion 30 is less than 1 mm, the outer rubber 18 sandwiched between the concave portion 30 and the reinforcing steel plate 20 may be broken halfway when a shearing force is generated in the sliding rubber support 10. If the thickness exceeds 10 mm, the thickness of the outer rubber 18 sandwiched between the recess 30 and the reinforcing steel plate 20 is too thick, so that when the shearing force is generated in the sliding rubber bearing 10, the effect of suppressing the tensile force is reduced. Moreover, when the thickness T of the recessed part 30 is too thick, there exists a possibility that the bending of the reinforcing steel plate 20 may become excessive. Therefore, it is preferable that the thickness T of the recess 30 satisfies 1 to 10 mm.

[その他の実施形態]
第1の実施形態では、滑りゴム支承10の上部に高摺動性樹脂板32と滑り板38とを設けて水平方向へ摺動可能とする構成としたが、この構成に限定される必要は無く、滑りゴム支承10を逆さにして、下沓34を上部支持板36に固定し、滑り板38をベースプレート40に固定し、滑りゴム支承10の下部を水平方向へ摺動可能とする構成であっても良いものとする。即ち、滑りゴム支承10は、下部が固定され、上部が摺動可能となる構成であっても、上部が固定され、下部が衝動可能となる構成であっても良いものとする。
[Other Embodiments]
In the first embodiment, the high slidable resin plate 32 and the sliding plate 38 are provided on the upper part of the sliding rubber support 10 so as to be slidable in the horizontal direction. However, it is necessary to be limited to this configuration. The sliding rubber support 10 is turned upside down, the lower rod 34 is fixed to the upper support plate 36, the sliding plate 38 is fixed to the base plate 40, and the lower portion of the sliding rubber support 10 is slidable in the horizontal direction. It may be. That is, the sliding rubber bearing 10 may be configured such that the lower part is fixed and the upper part is slidable, or the upper part is fixed and the lower part is capable of impulse.

(A)本発明の第1実施形態に係る支承を橋軸直角方向から見た一部断面図である。(B)は図1(A)のB部拡大図である。(A) It is the partial sectional view which looked at the support concerning a 1st embodiment of the present invention from the direction perpendicular to a bridge axis. (B) is the B section enlarged view of FIG. 1 (A).

符号の説明Explanation of symbols

10 滑りゴム支承(支承)
16 積層体
18 外皮ゴム(弾性体)
20 補強鋼板(補強板)
22 上側連結鋼板(上側連結板)
24 下側連結鋼板(下側連結板)
26 ゴム層(弾性体)
28 内部鋼板(硬質板)
30 凹部
W 凹部の幅
T 凹部の厚み
10 Sliding rubber bearing (support)
16 Laminated body 18 Outer rubber (elastic body)
20 Reinforced steel plate (Reinforcement plate)
22 Upper connecting steel plate (Upper connecting plate)
24 Lower connection steel plate (lower connection plate)
26 Rubber layer (elastic body)
28 Internal steel plate (hard plate)
30 Recess W W Recess width T Recess thickness

Claims (3)

上側連結板と、下側連結板との間に弾性体と前記弾性体より硬質な硬質板とが積層された積層体と、
前記上側連結板の上面縁部及び前記下側連結板の下面縁部の少なくとも一方に設けられた凹部と、を備えた支承であって、
前記弾性体は、前記積層体の側面全体に被覆されると共に前記凹部に充填され、
前記凹部の設けられた側に補強板が配置され、前記凹部と前記補強板との間で前記弾性体を挟み込んで圧縮することを特徴とする支承。
A laminate in which an elastic body and a hard plate harder than the elastic body are laminated between the upper connecting plate and the lower connecting plate;
A recess provided on at least one of an upper surface edge of the upper connection plate and a lower surface edge of the lower connection plate,
The elastic body is covered on the entire side surface of the laminated body and filled in the recess,
A support, wherein a reinforcing plate is disposed on the side where the concave portion is provided, and the elastic body is sandwiched between the concave portion and the reinforcing plate for compression.
前記凹部の幅は、5〜50mmを満たすことを特徴とする請求項1に記載の支承。   The bearing according to claim 1, wherein a width of the recess satisfies 5 to 50 mm. 前記凹部の厚みは、1〜10mmを満たすことを特徴とする請求項1又は請求項2に記載の支承。

The thickness of the said recessed part satisfy | fills 1-10 mm, The support of Claim 1 or Claim 2 characterized by the above-mentioned.

JP2006310975A 2006-11-17 2006-11-17 Support Pending JP2008128280A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006310975A JP2008128280A (en) 2006-11-17 2006-11-17 Support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006310975A JP2008128280A (en) 2006-11-17 2006-11-17 Support

Publications (1)

Publication Number Publication Date
JP2008128280A true JP2008128280A (en) 2008-06-05

Family

ID=39554321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006310975A Pending JP2008128280A (en) 2006-11-17 2006-11-17 Support

Country Status (1)

Country Link
JP (1) JP2008128280A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000418A (en) * 2021-10-28 2022-02-01 株洲时代新材料科技股份有限公司 Bridge friction support

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002250008A (en) * 2001-02-26 2002-09-06 Kawaguchi Metal Industries Co Ltd Laminated rubber support and fixing structure of the same support to structure
JP2004060749A (en) * 2002-07-29 2004-02-26 Kawaguchi Metal Industries Co Ltd Laminated rubber including lead plug
JP2004211837A (en) * 2003-01-07 2004-07-29 Kawaguchi Metal Industries Co Ltd Base-isolation device
JP2005233205A (en) * 2004-02-17 2005-09-02 Sachiyo Kikaku:Kk Vibration-isolation support system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002250008A (en) * 2001-02-26 2002-09-06 Kawaguchi Metal Industries Co Ltd Laminated rubber support and fixing structure of the same support to structure
JP2004060749A (en) * 2002-07-29 2004-02-26 Kawaguchi Metal Industries Co Ltd Laminated rubber including lead plug
JP2004211837A (en) * 2003-01-07 2004-07-29 Kawaguchi Metal Industries Co Ltd Base-isolation device
JP2005233205A (en) * 2004-02-17 2005-09-02 Sachiyo Kikaku:Kk Vibration-isolation support system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000418A (en) * 2021-10-28 2022-02-01 株洲时代新材料科技股份有限公司 Bridge friction support

Similar Documents

Publication Publication Date Title
JP5258132B2 (en) Laminated plate configuration with composite structure
JP2004169715A (en) Sliding bearing
JP2008014057A (en) Horizontal support device
JP2008128280A (en) Support
JP2623584B2 (en) Seismic isolation device
JP5763981B2 (en) Laminated rubber bearing
JP4483619B2 (en) Laminated rubber bearing with hardening properties
JP5413026B2 (en) Rubber bearing device
JP4360466B2 (en) Rubber bearing device
JP2013044416A (en) Laminated rubber bearing body
JP3418830B2 (en) Water stoppage material for play spaces
JP2000087311A (en) Coupling construction of floating structures
JP2005188546A (en) Base isolation structure
JP3008954B2 (en) Seismic isolation bearing
JP2003247269A (en) Joint damper for wooden framework structural body
JP2013221576A (en) Laminated rubber bearing
JP2004092817A (en) Elastic sliding bearing unit
JP4878338B2 (en) Reinforcement structure of buildings and structures
JP5803024B2 (en) Bracing damper structure
JP4365731B2 (en) Sliding bearing device
JP2018178653A (en) Laminated rubber bearing
JP2005320214A (en) Laminated glass
GB2557214A (en) Composite structural laminate
JP2004251000A (en) Lead core-containing laminated rubber bearing device
JP2006226414A (en) Multilayered rubber bearing having hardening characteristic

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20090623

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20101126

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20101130

A02 Decision of refusal

Effective date: 20110329

Free format text: JAPANESE INTERMEDIATE CODE: A02