JP2003064622A - Composite elastic support comprising upper and lower supports and laminated rubber support material of the same, and manufacturing method of laminated rubber support - Google Patents

Composite elastic support comprising upper and lower supports and laminated rubber support material of the same, and manufacturing method of laminated rubber support

Info

Publication number
JP2003064622A
JP2003064622A JP2001251691A JP2001251691A JP2003064622A JP 2003064622 A JP2003064622 A JP 2003064622A JP 2001251691 A JP2001251691 A JP 2001251691A JP 2001251691 A JP2001251691 A JP 2001251691A JP 2003064622 A JP2003064622 A JP 2003064622A
Authority
JP
Japan
Prior art keywords
bearing
rubber
steel plate
laminated rubber
laminated
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
JP2001251691A
Other languages
Japanese (ja)
Inventor
Sadayoshi Miyazaki
宮崎  貞義
Yutaka Makiguchi
豊 牧口
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.)
Oiles Industry Co Ltd
Original Assignee
Oiles Industry Co Ltd
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 Oiles Industry Co Ltd filed Critical Oiles Industry Co Ltd
Priority to JP2001251691A priority Critical patent/JP2003064622A/en
Publication of JP2003064622A publication Critical patent/JP2003064622A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To obtain an effective composite rubber support making it possible for such a rubber elastic support to absorb a great rotation deflection while retaining a high load-carrying capability, and to reduce the height of the whole of the composite support consisting of a pot-type support and a laminated rubber support. SOLUTION: The laminated rubber support material comprises a lamination consisting of elastic rubber layers and reinforcing plates, and upper and lower steel plates. On the upper surface of the upper steel plate, a pot-shaped recession is formed, and a rubber plate is sealed in the recession. The upper overlapping part of an upper support is fitted into the recession in a rotary manner, and the under surface of the overlapping part seals up the rubber plate.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、橋梁構造におい
て、橋桁等の上部構造と橋脚・橋脚等の下部構造との間
に介装され該上部構造の荷重をゴム体をもって支える弾
性支承に関し、更に詳しくは、積層ゴム体を使用した弾
性支承の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an elastic bearing in a bridge structure, which is interposed between an upper structure such as a bridge girder and a lower structure such as a bridge pier or a bridge pier and supports a load of the upper structure with a rubber body. Specifically, it relates to improvement of an elastic bearing using a laminated rubber body.

【0002】[0002]

【従来の技術】ゴム弾性支承には一般にゴム層と鋼板と
が多層に積層され加硫接着されて一体化されてなる積層
ゴム体が採用され、該積層ゴム体の持つ大きな縦剛性、
小さな横剛性特性により、鉛直変形を極力抑制するとと
もに大きな荷重を支持し、かつ、そのせん断変形により
橋桁の上部構造の水平移動を吸収する。また、上部構造
の回転変位に対しては該積層ゴム体の回転変形をもって
追従する。しかして、橋桁端部の支持部に使用されるゴ
ム弾性支承は、時として大きな回転たわみを吸収する要
請に対応すべく、当該積層ゴム体のゴム層厚を大きくし
て圧縮剛性を適度に小さくなされる。この場合、圧縮剛
性を小さくすると鉛直たわみが大きくなり、大型車の走
行の度に隣接する路面との間に瞬間的な段差を生じ、こ
れが騒音・振動を発生させる要因の一つとなっている。
更には、当該部における破損の原因ともなっている。
2. Description of the Related Art In general, a rubber elastic bearing employs a laminated rubber body in which a rubber layer and a steel plate are laminated in multiple layers and are vulcanized and adhered to be integrated with each other.
The small lateral rigidity characteristics suppress vertical deformation as much as possible and support a large load, and the shear deformation absorbs horizontal movement of the superstructure of the bridge girder. Further, the rotational displacement of the superstructure is followed by the rotational deformation of the laminated rubber body. Therefore, the rubber elastic bearing used for the support portion of the bridge girder end has a rubber layer thickness of the laminated rubber body increased to appropriately reduce the compression rigidity in order to meet the demand for absorbing a large rotational deflection. Done. In this case, if the compression rigidity is reduced, the vertical deflection increases, and an instantaneous step between the road surface and the adjacent road surface is generated every time a large vehicle travels, which is one of the factors that cause noise and vibration.
Furthermore, it is also a cause of damage in the relevant part.

【0003】[0003]

【発明が解決しようとする課題】本発明は上記実情に鑑
みなされたものであり、この種のゴム弾性支承におい
て、大きな圧縮剛性を保持しつつ、大きな回転たわみを
吸収することのできるゴム弾性支承を得ることを目的と
する。本発明者らはこのため、ゴム弾性支承において、
ゴム弾性支承の回転たわみ吸収機能を分離することがこ
の課題を達成しうるとの着想を得たものである。すなわ
ち、回転たわみ吸収機能をなす固定型ポット支承を導入
し、該固定型ポット支承と積層ゴム支承とを一体構造と
し、ポット支承には荷重伝達機能と回転吸収機能を期待
し、積層ゴム支承には荷重支持機能とせん断変形機能を
期待する、いわゆる機能分離構造を採るものである。更
には、この発明の過程で、ポット支承と積層ゴム支承と
の複合は支承全体の丈高の増大をもたらす不具合がある
ことが判明し、その丈高を低くすることも他の目的とす
る。
SUMMARY OF THE INVENTION The present invention has been made in view of the above situation, and in this type of rubber elastic bearing, a rubber elastic bearing capable of absorbing a large rotational deflection while maintaining a large compression rigidity. Aim to get. For this reason, the present inventors
The idea is to separate the function of absorbing elastic bending of the rubber elastic bearing to achieve this task. That is, by introducing a fixed type pot bearing that has the function of absorbing rotational deflection, the fixed type pot bearing and the laminated rubber bearing have an integrated structure, and the pot bearing is expected to have a load transmission function and a rotational absorption function. Has a so-called function separation structure, which is expected to have a load bearing function and a shear deformation function. Further, in the process of the present invention, it has been found that the combination of the pot bearing and the laminated rubber bearing causes a problem that the height of the entire bearing is increased, and it is another object to reduce the height.

【0004】[0004]

【課題を解決するための手段】本発明の複合弾性支承
は、具体的には以下の構成を採る。すなわち、上下支承
部を有する複合弾性支承であって、下部支承を兼ねると
ともに、ゴム弾性層と補強板との積層体よりなり上下部
に鋼板が配されてなる積層ゴム支承体の上部鋼板の上面
に円形の鍋状凹部が形成され、前記鍋状凹部に所定厚さ
のゴム板が封入され、上部支承の上沓は、水平変位を拘
束し回転動を許容して前記鍋状凹部に嵌入されるととも
に、その下面をもって前記ゴム板を密封してなる、こと
を特徴とする。上記構成において、 鍋状凹部は上部鋼板の上面に穿設される孔、あるいは
該上部鋼板の上面に突設される環状囲壁により形成され
ること、更に該孔と環状囲壁との組み合わせよりなるこ
と、 積層ゴム支承体に鉛プラグが封入されてなること、 上部鋼板は厚肉体であること、 において、鍋状凹部は上部鋼板の上面に穿設され
た孔と環状囲壁よりなること、 上部鋼板は薄肉体であること、 ゴム板に替えて上面が凸曲面に形成された硬質板が使
用され、上部支承の上沓の下面はこの凸曲面に合致する
曲面に形成されてなること。 は適宜選択採用される実施の態様である。
Specifically, the composite elastic bearing of the present invention has the following constitution. That is, a composite elastic bearing having upper and lower bearings, which also serves as a lower bearing, and which is composed of a laminated body of a rubber elastic layer and a reinforcing plate and whose upper and lower portions are steel sheets, has an upper surface of an upper steel sheet of a laminated rubber bearing body. A circular pot-shaped recess is formed in the base plate, and a rubber plate having a predetermined thickness is enclosed in the pot-shaped recess, and the upper shoe of the upper bearing is fitted into the pot-shaped recess by restraining horizontal displacement and allowing rotational movement. In addition, the rubber plate is hermetically sealed with its lower surface. In the above structure, the pot-shaped recess is formed by a hole formed on the upper surface of the upper steel plate or an annular surrounding wall protruding on the upper surface of the upper steel plate, and further by a combination of the hole and the annular surrounding wall. , The laminated rubber bearing is filled with a lead plug, the upper steel plate is a thick body, and the pot-shaped recess is composed of a hole and an annular surrounding wall formed on the upper surface of the upper steel plate. Being a thin body, a hard plate with a convex curved upper surface is used instead of the rubber plate, and the lower surface of the upper shoe of the upper bearing is formed with a curved surface that matches this convex curved surface. Is an embodiment that is appropriately selected and adopted.

【0005】(作用)上部構造の荷重は本弾性支承を介
して下部構造に伝達される。すなわち、本弾性支承の上
部支承のゴム板は密封されたものであるので、大きな耐
荷力を発揮し、そのまま下部支承へ荷重を伝える。下部
支承では、その積層ゴム体が十分な支圧面を有し、荷重
を支持することになる。上部構造の温度変化あるいは地
震動等による橋軸方向・橋軸直角方向の変位は、下部支
承の積層ゴム体の横剛性によって吸収される。一方、上
部構造に車両・人等の動荷重が作用したとき、あるいは
又、上部構造設置時の設置荷重が作用したとき、本弾性
支承に回転力が作用するが、本弾性支承では上部支承の
ゴム板でその殆どを吸収し、下部支承の積層ゴム体では
その残余を吸収することになる。
(Operation) The load of the upper structure is transmitted to the lower structure via the elastic bearing. That is, since the rubber plate of the upper bearing of this elastic bearing is a sealed one, it exerts a large load bearing force and transmits the load to the lower bearing as it is. In the lower bearing, the laminated rubber body has a sufficient bearing surface to support the load. The displacement of the upper structure in the direction of the bridge axis and the direction perpendicular to the bridge axis due to temperature changes or earthquake motion is absorbed by the lateral rigidity of the laminated rubber body of the lower bearing. On the other hand, when a dynamic load such as a vehicle or a person acts on the superstructure, or when an installation load is applied when the superstructure is installed, a rotational force acts on the elastic support. The rubber plate absorbs most of it, and the laminated rubber body of the lower bearing absorbs the rest.

【0006】本発明は更に、複合弾性支承における積層
ゴム支承体の発明に係り、ゴム弾性層と補強板との積層
体よりなり上下部に鋼板が配され、その上部鋼板の上面
に環状囲壁により円形の鍋状凹部が形成されてなること
を特徴とする。更にまた、本発明はこの積層ゴム支承体
の製造方法に係り、前記積層ゴム支承体の構成部材を金
型内に積層し、所定の圧力・温度をもって加硫成形する
ことを特徴とする。本発明の積層ゴム支承体の製造方法
は更に別の態様として、下部支承と上部支承とからなる
複合弾性支承の製造に付き、下部支承を兼ねるととも
に、ゴム弾性層と補強板との積層体よりなり上下部に鋼
板が配され、その上部鋼板の上面に環状囲壁により円形
の鍋状凹部が形成されてなる積層ゴム支承体の製造にお
いて、前記積層ゴム支承体の構成部材を金型内に積層
し、所定の圧力・温度をもって加硫成形することを特徴
とする。
The present invention further relates to the invention of a laminated rubber bearing in a composite elastic bearing, which is composed of a laminate of a rubber elastic layer and a reinforcing plate, and steel plates are arranged in the upper and lower parts thereof, and an annular wall is formed on the upper surface of the upper steel plate. It is characterized in that a circular pot-shaped recess is formed. Furthermore, the present invention relates to the method for manufacturing a laminated rubber bearing, characterized in that the constituent members of the laminated rubber bearing are laminated in a mold and vulcanized at a predetermined pressure and temperature. In yet another aspect, the method for manufacturing a laminated rubber bearing of the present invention is a composite elastic bearing made up of a lower bearing and an upper bearing, and serves as a lower bearing as well as a laminated body of a rubber elastic layer and a reinforcing plate. In the manufacture of a laminated rubber bearing in which steel plates are arranged in the upper and lower parts and a circular pot-shaped recess is formed by an annular wall on the upper surface of the upper steel plate, the constituent members of the laminated rubber bearing are laminated in a mold. Then, the vulcanization molding is performed at a predetermined pressure and temperature.

【0007】[0007]

【発明の実施の形態】本発明の複合弾性支承の実施の形
態を図面に基づいて説明する。図1〜図3はその一実施
形態の複合弾性支承Sを示す。図において、Gは橋梁に
おける橋桁等の上部構造であり、Bは橋脚・橋台等の下
部構造である。また、Xは橋軸直角方向を示し、Yは橋
軸方向を示す。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of a composite elastic bearing of the present invention will be described with reference to the drawings. 1 to 3 show a composite elastic bearing S of one embodiment thereof. In the figure, G is a superstructure such as a bridge girder in a bridge, and B is a substructure such as a pier / abutment. Further, X indicates the direction perpendicular to the bridge axis, and Y indicates the bridge axis direction.

【0008】本実施形態の複合弾性支承Sは、下部構造
Bに載置固定され、積層ゴム支承体を主体とする下部支
承1と、上部構造Gの下面に固定され、前記下部支承1
にゴム板を介して設置される上部支承2と、からなる。
本実施形態においては、下部支承1はベースプレート3
を介して下部構造Bに固設される。
The composite elastic bearing S of this embodiment is placed and fixed on the lower structure B, and is fixed to the lower bearing 1 mainly composed of laminated rubber bearings and the lower surface of the upper structure G.
And an upper support 2 installed via a rubber plate.
In the present embodiment, the lower bearing 1 is the base plate 3
It is fixed to the lower structure B via.

【0009】以下、これらの各部の詳細について説明す
る。下部支承1 下部支承1は、積層ゴム支承体の構成を採るものであ
り、本発明においてはその上部鋼板に特徴を有する。す
なわち、積層ゴム支承体は、ゴム層と鋼板とが積層され
てなるが、本実施形態では上下部の鋼板が露出されてな
る構成を採る。もっと詳しくは、この下部支承1は、全
体的(平面並びに立体的に)に矩形状をなし、上部に配
されるとともに厚肉状の上部鋼板4、下部に配されると
ともに厚肉状の下部鋼板5、及びこれらの上部鋼板4と
下部鋼板5とに挟着される積層ゴム体6、とからなる。 (上部鋼板4)上部鋼板4は、平面形状が矩形をなすと
ともに、肉厚体をなし、その上面は後記するように上部
支承2に連接する鍋状凹部7が形成される。 (下部鋼板5)下部鋼板5は、上部鋼板4に対応して平
面形状が矩形をなすとともに、厚肉状をなす。該下部鋼
板5には適宜数のねじ孔8が開設され、ベースプレート
3との取付けに供される。 (積層ゴム体6)積層ゴム体6は、ゴム弾性層10と補
強板(中間鋼板ともいう)11とが高さ方向に交互に配
された構成を採り、上部鋼板4と下部鋼板5とに挟着さ
れ、これらは加硫接着により強固に一体化されている。
補強板11は通常には鋼板が用いられるが、繊維強化硬
質ゴム板や繊維補強合成樹脂板であってもよい。本実施
形態において特に留意されるべきは、上部鋼板4・下部
鋼板5・積層ゴム体6が後記する製作における配慮をも
って一体的に成形されることである。
The details of each of these parts will be described below. Lower Bearing 1 The lower bearing 1 has a laminated rubber bearing structure, and is characterized by the upper steel plate in the present invention. That is, the laminated rubber bearing is formed by laminating the rubber layer and the steel plate, but in the present embodiment, the upper and lower steel plates are exposed. More specifically, the lower support 1 has a rectangular shape as a whole (two-dimensionally and three-dimensionally) and is arranged on the upper portion and is formed of a thick upper steel plate 4, and is arranged on the lower portion and formed of a thick lower portion. It comprises a steel plate 5 and a laminated rubber body 6 sandwiched between the upper steel plate 4 and the lower steel plate 5. (Upper Steel Plate 4) The upper steel plate 4 has a rectangular planar shape and a thick body, and an upper surface thereof is provided with a pot-shaped recess 7 which is connected to the upper support 2 as described later. (Lower Steel Plate 5) The lower steel plate 5 has a rectangular planar shape corresponding to the upper steel plate 4 and a thick wall shape. An appropriate number of screw holes 8 are opened in the lower steel plate 5 and used for attachment to the base plate 3. (Laminated Rubber Body 6) The laminated rubber body 6 has a configuration in which a rubber elastic layer 10 and a reinforcing plate (also referred to as an intermediate steel plate) 11 are alternately arranged in the height direction, and has an upper steel plate 4 and a lower steel plate 5. It is sandwiched and these are firmly integrated by vulcanization adhesion.
A steel plate is usually used as the reinforcing plate 11, but a fiber reinforced hard rubber plate or a fiber reinforced synthetic resin plate may be used. What should be particularly noted in this embodiment is that the upper steel plate 4, the lower steel plate 5, and the laminated rubber body 6 are integrally formed in consideration of the production described later.

【0010】(ベースプレート3)ベースプレート3は
下部支承1の下方部に配され、所定厚さをもって下部鋼
板5よりも幅広状をなす。該ベースプレート3の内方部
には下部鋼板5に開設されているねじ孔8に対応してボ
ルト孔13が開設され、該ボルト孔13側から螺合され
る取付けボルト14により一体的に固設される。更に、
該ベースプレート3の縁部には、少なくとも4隅に、ア
ンカーボルト挿通孔15が開設され、下部構造Bに埋設
されたアンカーボルト16の頭部16aを挿通し、ナッ
ト17を螺合締め付けて固定される。
(Base Plate 3) The base plate 3 is arranged below the lower support 1 and is wider than the lower steel plate 5 with a predetermined thickness. A bolt hole 13 is formed in the inner portion of the base plate 3 corresponding to the screw hole 8 formed in the lower steel plate 5, and is integrally fixed by a mounting bolt 14 screwed from the bolt hole 13 side. To be done. Furthermore,
Anchor bolt insertion holes 15 are formed at least at four corners at the edge of the base plate 3, and the head 16a of the anchor bolt 16 embedded in the lower structure B is inserted through the nut 17, and the nut 17 is screwed and fixed. It

【0011】しかして、この下部支承1の上面には円孔
状の鍋状凹部7のための円環状の環状囲壁19が突設さ
れる。該環状囲壁19において、19aはその底面、1
9bは内壁面、19cはその上面である。鍋状凹部7の
円孔中心は上部鋼板4の矩形中心(図心)に一致するも
のである。
On the upper surface of the lower support 1, an annular ring-shaped surrounding wall 19 for the hole-shaped pot-shaped recess 7 is projected. In the annular surrounding wall 19, 19a is its bottom surface, 1
9b is an inner wall surface, and 19c is an upper surface thereof. The center of the circular hole of the pot-shaped recess 7 coincides with the center of the rectangle (center of the figure) of the upper steel plate 4.

【0012】上部支承2 上部支承2は、下部支承1の上部鋼板4に連設し、上部
鋼板4の鍋状凹部7に装入されるゴム板20、ゴム板2
0に載置される上沓21、からなる。22はバックアッ
プリングであって、ゴム板20と上沓21との間に介装
される。 (ゴム板20)ゴム板20は所定の厚みを有し、円板状
をなす。ゴム板20の外径は鍋状凹部7の内径に同径、
あるいはそれよりも僅かに小径とされる。ゴム板20の
厚みは橋桁Gの回転たわみに追従するに足る厚さに保持
される。該ゴム板20の上面の縁部にはバックアップリ
ング22が設置される。該バックアップリング22は、
金属製よりなり、薄肉の円環状(1つ割)をなす。
Upper support 2 The upper support 2 is provided continuously with the upper steel plate 4 of the lower support 1, and is inserted into the pot-shaped recess 7 of the upper steel plate 4 to form the rubber plate 20 and the rubber plate 2.
It consists of the upper shoe 21 which is placed on 0. A backup ring 22 is interposed between the rubber plate 20 and the upper shoe 21. (Rubber Plate 20) The rubber plate 20 has a predetermined thickness and has a disc shape. The outer diameter of the rubber plate 20 is the same as the inner diameter of the pot-shaped recess 7,
Alternatively, the diameter is slightly smaller than that. The thickness of the rubber plate 20 is maintained at a thickness sufficient to follow the rotational deflection of the bridge girder G. A backup ring 22 is installed on the edge of the upper surface of the rubber plate 20. The backup ring 22 is
It is made of metal and forms a thin circular ring (single division).

【0013】(上沓21)上沓21は、実質的に円柱体
をなし、下方の円柱部21Aと、上方の幅広のフランジ
部21Bとの2部分からなる。円柱部21Aは、その径
は鍋状凹部7より僅かに小径とされ、その揺動を許容さ
れ、その下面をゴム板20に当接される。フランジ部2
1Bは、矩形状をなし、その縁部の適宜位置にボルト挿
通孔24が開設され、上部構造Gに穿設されたボルト挿
通孔25に対応して配され、両ボルト挿通孔24,15
にわたって挿通された締付け具26(ボルト26a、ナ
ット26b)をもって固定する。図3に示されるよう
に、上沓21の円柱部21Aの下端部には半円状の膨出
部21aが形成される。図より判示されるように、円柱
部21Aの径は鍋状凹部7よりも小径であるが、膨出部
21aの外径は鍋状凹部7に合致し、もしくは僅かに小
径であって、円環状突壁19の内壁面19bを滑らかな
接触を保つ。また、バックアップリング22との協働作
用と相まって、ゴム板20を如何ようの状態であっても
密封作用を保持する。
(Upper shoe 21) The upper shoe 21 substantially forms a cylindrical body, and is composed of two parts, a lower cylindrical portion 21A and an upper wide flange portion 21B. The columnar portion 21A has a diameter slightly smaller than that of the pot-shaped recess 7, is allowed to swing, and its lower surface is brought into contact with the rubber plate 20. Flange part 2
1B has a rectangular shape, and bolt insertion holes 24 are formed at appropriate positions on the edges thereof, and are arranged corresponding to the bolt insertion holes 25 formed in the upper structure G.
The fastener 26 (bolt 26a, nut 26b) that has been passed through is fixed. As shown in FIG. 3, a semicircular bulge 21a is formed at the lower end of the columnar portion 21A of the upper shoe 21. As can be seen from the figure, the diameter of the cylindrical portion 21A is smaller than that of the pot-shaped recess 7, but the outer diameter of the bulging portion 21a matches the pot-shaped recess 7, or is slightly smaller, The inner wall surface 19b of the annular protruding wall 19 is kept in smooth contact. In addition, in cooperation with the backup ring 22, the rubber plate 20 maintains a sealing action in any state.

【0014】上記の本複合弾性支承Sの製作に当たり、
その中間製品たる下部支承1の製造に留意されるべきで
ある。すなわち、上部鋼板4・下部鋼板5・積層ゴム体
6が一体的に形成されることは既に述べたが、その一体
化のために次の特別の工夫がなされる。ゴムに付いて
は、加硫が十分に行われるように各種の添加剤が加えら
れ、均質な混ぜ合わせがなされ、また、均一な厚さを得
るための圧延がなされる。また、本下部支承1に使用さ
れる鋼板(上部鋼板4、下部鋼板5、中間鋼板11)に
付き、ショットブラスト等の凹凸加工の表面処理を施す
外、脱脂洗浄を施し、加硫接着剤を塗布する。すなわ
ち、先ず下塗り接着剤(プライマー)を鋼板表面に塗布
し、これにより鋼板との接着を図り、しかる後、加硫の
際に前記下塗り接着剤及びゴムとの強固な結合を生じる
上塗り接着剤を塗布し(塗布層総厚:20〜40μm)
乾燥する。しかる後、上記のゴム板及び鋼板を予熱され
た金型内に下方から積層し、最後に環状囲壁19を有す
る上部鋼板4を設置した後、金型を閉じ、所定の圧力
(150kgf/平方cm)・温度(130〜150℃)を加
えた状態で加硫成形をなす。環状囲壁19の上部鋼板4
への後付けをなさず、予め環状囲壁19を上部鋼板4に
一体形成したのち、これを金型内に設置し、他の下部支
承1の構成部材とともに加硫成形するものである。これ
により、環状囲壁19を有する上部鋼板4は厚肉、薄肉
を問わず、積層ゴム体6との強固な接合がなされる。
In manufacturing the above-mentioned composite elastic bearing S,
It should be noted that the intermediate product, the lower bearing 1, is manufactured. That is, it has already been described that the upper steel plate 4, the lower steel plate 5, and the laminated rubber body 6 are integrally formed, but the following special device is made for the integration. Various additives are added to the rubber so that the rubber is sufficiently vulcanized, homogeneous mixing is performed, and rolling is performed to obtain a uniform thickness. In addition, the steel plates (upper steel plate 4, lower steel plate 5, intermediate steel plate 11) used for the lower bearing 1 are subjected to surface treatment such as shot blasting for unevenness, degreasing and cleaning, and a vulcanizing adhesive. Apply. That is, first, an undercoating adhesive (primer) is applied to the surface of a steel sheet to achieve adhesion with a steel sheet, and thereafter, a topcoating adhesive that causes a strong bond with the undercoating adhesive and rubber during vulcanization is applied. Coating (total thickness of coating layer: 20-40 μm)
dry. After that, the above-mentioned rubber plate and steel plate are laminated in the preheated mold from below, and finally the upper steel plate 4 having the annular surrounding wall 19 is installed, and then the mold is closed to a predetermined pressure (150 kgf / square cm). ) ・ Vulcanization molding is performed under the condition that temperature (130 to 150 ° C.) is applied. Upper steel plate 4 of the annular enclosure 19
After the annular surrounding wall 19 is integrally formed with the upper steel plate 4 in advance without adding it to the upper steel plate 4, this is installed in the mold and vulcanization molded together with other constituent members of the lower bearing 1. As a result, the upper steel plate 4 having the annular surrounding wall 19 is firmly joined to the laminated rubber body 6 regardless of whether it is thick or thin.

【0015】本複合弾性支承Sの取付けに付き、その矩
形平面に対し、その辺部を橋軸方向Y、橋軸直角方向X
に沿って配される。一般に、長辺を橋軸方向に沿って配
する。橋脚Bが鋼製である場合は、アンカーボルト16
は不要であり、ベースプレート3を直接的に橋脚Bに溶
接固定される。また、橋桁Gに付き、本複合支承Sを直
接的に溶接固定してもよい。また、既述の例ではボルト
・ナット26を使用したが、橋桁Gのフランジへのボル
ト挿通孔、上沓へのねじ孔とし、ボルトを橋桁G側から
螺合して締め付け固定する態様を採ることもできる。該
橋桁Gがコンクリート製であるときは、コンクリート橋
脚Bに準じてアンカーボルト(図示せず)への取付けと
なる。
With respect to the mounting of the composite elastic bearing S, the sides thereof with respect to the rectangular plane are bridge axis direction Y and bridge axis perpendicular direction X.
Are arranged along. Generally, the long side is arranged along the bridge axis direction. If the pier B is made of steel, the anchor bolt 16
Is unnecessary, and the base plate 3 is directly welded and fixed to the pier B. Further, the composite bearing S may be directly welded and fixed to the bridge girder G. Further, although the bolts and nuts 26 are used in the above-mentioned example, a mode is adopted in which the bolts are inserted into the flange of the bridge girder G and the screw holes to the upper shoe, and the bolts are screwed from the bridge girder G side to be tightened and fixed. You can also When the bridge girder G is made of concrete, it is attached to an anchor bolt (not shown) according to the concrete bridge pier B.

【0016】図4に本複合弾性ゴム支承Sの配置を示
す。単純桁橋において、同じ構造の本複合弾性ゴム支承
Sを各橋脚Bに2か所づつ配され、橋桁Gを支持する。
橋台1においてbはその竪壁部であって、その上面(路
面)は橋桁Gの上面(路面)と面一とされる。後述する
ように、本複合弾性支承Sを設置することにより、これ
ら路面間の段差の発生が極小化される。
FIG. 4 shows the arrangement of the composite elastic rubber bearing S. In the simple girder bridge, the composite elastic rubber bearings S having the same structure are arranged in two places on each pier B to support the bridge girder G.
In the abutment 1, b is its vertical wall portion, and its upper surface (road surface) is flush with the upper surface (road surface) of the bridge girder G. As will be described later, by installing the present composite elastic bearing S, the occurrence of steps between these road surfaces can be minimized.

【0017】叙上の構成よりなる本実施形態の複合弾性
支承Sは、次の機能を発揮する。橋桁Gの荷重は本弾性
支承Sを介して橋脚Bに伝達される。詳しくは、本弾性
支承Sの上部支承2のゴム板20は密封されたものであ
るので、大きな耐荷力を発揮し、そのまま下部支承1へ
荷重を伝える。換言すれば、耐荷性能は下部支承1で決
まり、下部支承1では、その積層ゴム体6が十分な支圧
面を有し、荷重を支持することになる。橋桁Gの温度変
化あるいは地震動等による橋軸方向・橋軸直角方向の変
位は、下部支承1の積層ゴム体6の柔軟な横剛性によっ
て吸収される。一方、橋桁Gに車両・人等の動荷重が作
用したとき、あるいは又、橋桁設置時の設置荷重が作用
したとき、本弾性支承Sに回転力が作用するが、本弾性
支承Sでは上部支承2のゴム板20でその殆どを吸収
し、下部支承1の積層ゴム体6ではその残余を吸収する
ことになる。
The composite elastic bearing S of the present embodiment having the above-described structure exerts the following functions. The load of the bridge girder G is transmitted to the pier B via the elastic bearing S. Specifically, since the rubber plate 20 of the upper bearing 2 of the elastic bearing S is sealed, it exerts a large load bearing force and transmits the load to the lower bearing 1 as it is. In other words, the load bearing performance is determined by the lower bearing 1, and in the lower bearing 1, the laminated rubber body 6 has a sufficient bearing surface to support the load. Displacement of the bridge girder G in the direction of the bridge axis and the direction perpendicular to the bridge axis due to temperature change or earthquake motion is absorbed by the flexible lateral rigidity of the laminated rubber body 6 of the lower bearing 1. On the other hand, when a dynamic load such as a vehicle or a person acts on the bridge girder G, or when an installation load is applied when the bridge girder is installed, a rotational force acts on the elastic support S. The rubber plate 20 of 2 absorbs most of it, and the laminated rubber body 6 of the lower bearing 1 absorbs the rest.

【0018】(実施形態の効果)このように、本複合弾
性支承Sは、橋桁Gから伝達される作用の内、鉛直方向
の回転変位成分を上部支承1で受け、荷重成分(水平及
び鉛直を含む)を下部支承2で受け、下部支承2に配さ
れる積層ゴム体6の対応を荷重成分に限ってよく、厚み
成分を可及的極小化、薄肉化できる。更にまた、上部支
承2の下沓と下部支承1の積層ゴム体支承の上部鋼板4
とを共通化したので、これによっても本弾性支承Sの丈
高を低くすることができ、狭い橋桁空間での設置も可能
となる。すなわち、既設の支承、特にはゴム弾性支承に
替えて、本複合弾性支承Sを設置する際、その橋桁下面
と橋脚上面との空間(橋桁空間)は既に極めて狭隘であ
る場合が多く、丈高が低い本複合弾性支承Sにおいては
その設置作業は容易であり、設置費用の低減に寄与す
る。
(Effects of the embodiment) As described above, in the composite elastic bearing S, among the actions transmitted from the bridge girder G, the vertical rotational displacement component is received by the upper bearing 1, and the load components (horizontal and vertical components are (Including) is received by the lower support 2, and the correspondence of the laminated rubber body 6 arranged on the lower support 2 may be limited to the load component, and the thickness component can be minimized and thinned as much as possible. Furthermore, the lower shoe of the upper bearing 2 and the upper steel plate 4 of the laminated rubber body bearing of the lower bearing 1
Since this is common, the height of the elastic bearing S can be reduced, and installation in a narrow bridge girder space is possible. That is, when replacing the existing bearing, especially the rubber elastic bearing, when installing this composite elastic bearing S, the space between the lower surface of the bridge girder and the upper surface of the bridge pier (bridge girder space) is already extremely narrow, and the height is high. In the present composite elastic bearing S having a low value, the installation work is easy, which contributes to the reduction of the installation cost.

【0019】叙上の実施形態において、下部支承1は平
面形状において矩形をなすが、円形を除外するものでは
ない。また、上部鋼板4に環状囲壁が突設され鍋状凹部
7を形成するが、上部鋼板4に凹部を凹設し環状囲壁と
ともに鍋状凹部7を形成することもできる。これにより
環状囲壁の高さを低くすることができる。また、叙上の
実施形態では、上部鋼板4、下部鋼板5は厚肉状を採る
が、薄肉状を除外するものではない。特に、上部鋼板4
の薄肉化は本複合弾性支承Sの丈高の低減に寄与する。
In the above embodiment, the lower bearing 1 has a rectangular shape in plan view, but does not exclude a circle. Further, although the annular wall is projected from the upper steel plate 4 to form the pot-shaped recess 7, the recess may be recessed into the upper steel plate 4 to form the pot-shaped recess 7 together with the annular wall. Thereby, the height of the annular surrounding wall can be reduced. Further, in the above embodiment, the upper steel plate 4 and the lower steel plate 5 have a thick-walled shape, but a thin-walled shape is not excluded. In particular, the upper steel plate 4
The thinning contributes to the reduction of the height of the composite elastic bearing S.

【0020】本発明は上記実施形態に限定されるもので
はなく、本発明の基本的技術思想の範囲内で種々設計変
更が可能である。すなわち、以下の態様は本発明の技術
的範囲内に包含されるものである。 下部支承1の積層ゴム体6に鉛プラグを封入するこ
と。 ゴム板20に替えて上面が凸曲面に形成された硬質板
が使用され、上部支承2の上沓21の下面はこの凸曲面
に合致する凹曲面に形成されてなること。 叙上の実施形態では橋梁構造物に例を採ったが、建築
構造物への適用も同様になされ、建物間の高架通路に設
置されるものである。
The present invention is not limited to the above embodiment, and various design changes can be made within the scope of the basic technical idea of the present invention. That is, the following aspects are included in the technical scope of the present invention. Enclose the lead plug in the laminated rubber body 6 of the lower bearing 1. Instead of the rubber plate 20, a hard plate whose upper surface is formed in a convex curved surface is used, and the lower surface of the upper shoe 21 of the upper support 2 is formed in a concave curved surface that matches this convex curved surface. In the above-described embodiment, the bridge structure is taken as an example, but the invention is also applied to a building structure in the same manner and is installed in an elevated passage between buildings.

【0021】[0021]

【発明の効果】本発明の上下支承部を有する複合弾性支
承によれば、上部構造から伝達される作用の内、鉛直方
向の回転変位成分を上部支承で受け、荷重成分(水平及
び鉛直を含む)を下部支承で受け、下部支承に配される
積層ゴム体の対応を荷重成分に限定してなせばよく、厚
み成分を可及的極小化、薄肉化できる。これにより、積
層ゴム体は圧縮剛性を十分大きく設計でき、従って圧縮
変形が小さく、振動・騒音の発生を回避することができ
る。更にまた、上部支承の下沓と下部支承の積層ゴム体
の上部鋼板とを共通化したので、これによっても本弾性
支承の丈高を更に低く採ることができ、狭い橋桁空間で
の設置も可能となる。また、本発明の積層ゴム支承体の
製造方法によれば、環状囲壁の上部鋼板への後付けをな
さず、予め環状囲壁を上部鋼板に一体形成したのち、こ
れを金型内に設置し、他の下部支承の構成部材とともに
加硫成形するものであり、環状囲壁を有する上部鋼板は
厚肉、薄肉を問わず、積層ゴム体との強固な接合がなさ
れる。
According to the composite elastic bearing having the upper and lower bearings of the present invention, among the actions transmitted from the upper structure, the vertical rotational displacement component is received by the upper bearing, and the load component (including horizontal and vertical components is included. ) Is supported by the lower support, and the correspondence of the laminated rubber body arranged on the lower support is limited to the load component, and the thickness component can be minimized and the wall thickness can be reduced. As a result, the laminated rubber body can be designed to have a sufficiently high compression rigidity, so that the compression deformation is small, and vibration and noise can be avoided. Furthermore, since the lower shoe of the upper bearing and the upper steel plate of the laminated rubber body of the lower bearing are made common, the height of this elastic bearing can be made even lower, and installation in a narrow bridge girder space is also possible. Becomes Further, according to the method for manufacturing a laminated rubber bearing of the present invention, after the annular enclosure is integrally formed in advance on the upper steel sheet without retrofitting the annular enclosure to the upper steel sheet, it is installed in the mold, and the like. The vulcanization molding is performed together with the constituent members of the lower bearing, and the upper steel plate having the annular surrounding wall can be firmly joined to the laminated rubber body regardless of whether it is thick or thin.

【図面の簡単な説明】[Brief description of drawings]

【図1】図1は本発明の上下支承部を有する複合弾性支
承の一実施形態の全体構造を示す断面図(図2の1−1
線断面図)。
FIG. 1 is a sectional view showing an overall structure of an embodiment of a composite elastic bearing having upper and lower bearing portions of the present invention (1-1 in FIG. 2).
Line cross section).

【図2】図1の2−2線断面図。2 is a sectional view taken along line 2-2 of FIG.

【図3】上部支承の部分拡大断面図。FIG. 3 is a partially enlarged sectional view of an upper bearing.

【図4】本複合弾性支承の橋梁における配置図。FIG. 4 is a layout view of a bridge of the present composite elastic bearing.

【符号の説明】[Explanation of symbols]

S…複合弾性支承、G…上部構造、B…下部構造、1…
上部支承、2…下部支承、4…上部鋼板(下沓)、5…
下部鋼板、6…積層ゴム体、7…鍋状凹部、10…ゴム
弾性層、11…補強板、19…環状囲壁、20…ゴム
板、21…上沓
S ... Composite elastic bearing, G ... Upper structure, B ... Lower structure, 1 ...
Upper bearing, 2 ... Lower bearing, 4 ... Upper steel plate (lower shoe), 5 ...
Lower steel plate, 6 ... laminated rubber body, 7 ... pan-shaped recess, 10 ... rubber elastic layer, 11 ... reinforcing plate, 19 ... annular wall, 20 ... rubber plate, 21 ... upper shoe

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】下部支承を兼ねるとともに、ゴム弾性層と
補強板との積層体よりなり上下部に鋼板が配されてなる
積層ゴム支承体の上部鋼板の上面に円形の鍋状凹部が形
成され、 前記鍋状凹部に所定厚さのゴム板が封入され、 上部支承の上沓は、水平変位を拘束し回転動を許容して
前記鍋状凹部に嵌入されるとともに、その下面をもって
前記ゴム板を密封してなる、ことを特徴とする上下支承
部を有する複合弾性支承。
1. A circular pot-shaped recess is formed on the upper surface of an upper steel plate of a laminated rubber support body which also serves as a lower support and which is composed of a laminated body of a rubber elastic layer and a reinforcing plate, and steel plates are arranged on the upper and lower portions thereof. A rubber plate having a predetermined thickness is enclosed in the pot-shaped recess, and the upper shoe of the upper support is fitted into the pot-shaped recess by restraining horizontal displacement and allowing rotational movement. A composite elastic bearing having upper and lower bearings characterized by being sealed.
【請求項2】請求項1において、積層ゴム支承体に鉛プ
ラグが封入されてなる上下支承部を有する複合弾性支
承。
2. The composite elastic bearing according to claim 1, which has upper and lower bearings in which lead plugs are enclosed in a laminated rubber bearing.
【請求項3】請求項1又は2のいずれかにおいて、上部
鋼板は厚肉体である上下支承部を有する複合弾性支承。
3. The composite elastic bearing according to claim 1, wherein the upper steel plate has thick upper and lower bearing portions.
【請求項4】請求項3において、鍋状凹部は上部鋼板の
上面に穿設された孔と該孔の内径を保持すし該上部鋼板
の上面に突設された環状囲壁より形成される上下支承部
を有する複合弾性支承。
4. The upper and lower bearings according to claim 3, wherein the pan-shaped recess is formed by a hole formed in the upper surface of the upper steel plate and a ring-shaped wall protruding from the upper surface of the upper steel plate for holding the inner diameter of the hole. Composite elastic bearing with parts.
【請求項5】請求項1ないし3のいずれかにおいて、上
部鋼板は薄肉体である上下支承部を有する複合弾性支
承。
5. The composite elastic bearing according to claim 1, wherein the upper steel plate has a thin-walled upper and lower bearing portions.
【請求項6】請求項1のゴム板に替えて上面が凸曲面に
形成された硬質板が使用され、上部支承の上沓の下面は
この凸曲面に合致する凹曲面に形成されてなることを特
徴とする上下支承部を有する複合弾性支承。
6. A hard plate having an upper surface formed in a convex curved surface is used in place of the rubber plate of claim 1, and the lower surface of the upper shoe of the upper bearing is formed in a concave curved surface conforming to the convex curved surface. A composite elastic bearing having upper and lower bearings.
【請求項7】ゴム弾性層と補強板との積層体よりなり上
下部に鋼板が配され、その上部鋼板の上面に円形の鍋状
凹部が形成されてなることを特徴とする積層ゴム支承
体。
7. A laminated rubber bearing body comprising a laminated body of a rubber elastic layer and a reinforcing plate, steel plates being arranged on the upper and lower portions, and a circular pot-shaped recess is formed on the upper surface of the upper steel plate. .
【請求項8】請求項7において、鍋状凹部は上部鋼板の
上面に突設される環状囲壁により形成される積層ゴム支
承体。
8. The laminated rubber bearing according to claim 7, wherein the pot-shaped recess is formed by an annular surrounding wall protruding from the upper surface of the upper steel plate.
【請求項9】ゴム弾性層と補強板との積層体よりなり上
下部に鋼板が配され、その上部鋼板の上面に環状囲壁に
より円形の鍋状凹部が形成されてなる積層ゴム支承体の
製造において、 前記積層ゴム支承体の構成部材を金型内に積層し、所定
の圧力・温度をもって加硫成形する、ことを特徴とする
積層ゴム支承体の製造方法。
9. A laminated rubber bearing body comprising a laminate of a rubber elastic layer and a reinforcing plate, steel plates being arranged on the upper and lower portions, and a circular pot-shaped recess is formed by an annular wall on the upper surface of the upper steel plate. 2. A method for manufacturing a laminated rubber bearing, wherein the constituent members of the laminated rubber bearing are laminated in a mold and vulcanized at a predetermined pressure and temperature.
【請求項10】下部支承と上部支承とからなる複合弾性
支承の製造に付き、 下部支承を兼ねるとともに、ゴム弾性層と補強板との積
層体よりなり上下部に鋼板が配され、その上部鋼板の上
面に環状囲壁により円形の鍋状凹部が形成されてなる積
層ゴム支承体の製造において、 前記積層ゴム支承体の構成部材を金型内に積層し、所定
の圧力・温度をもって加硫成形する、ことを特徴とする
積層ゴム支承体の製造方法。
10. When manufacturing a composite elastic bearing consisting of a lower bearing and an upper bearing, the lower bearing also serves as a lower bearing and is composed of a laminate of a rubber elastic layer and a reinforcing plate, and steel plates are arranged at the upper and lower parts of the upper steel plate. In manufacturing a laminated rubber bearing having a circular pot-shaped recess formed by an annular wall on the upper surface thereof, the constituent members of the laminated rubber bearing are laminated in a mold and vulcanized at a predetermined pressure and temperature. And a method for manufacturing a laminated rubber bearing.
JP2001251691A 2001-08-22 2001-08-22 Composite elastic support comprising upper and lower supports and laminated rubber support material of the same, and manufacturing method of laminated rubber support Pending JP2003064622A (en)

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JP2007291676A (en) * 2006-04-24 2007-11-08 Kaimon:Kk Rubber-sealed fixing and bearing apparatus for structure
JP2008025683A (en) * 2006-07-20 2008-02-07 Kawaguchi Metal Industries Co Ltd Fixed bearing
JP2008095346A (en) * 2006-10-10 2008-04-24 Kawaguchi Metal Industries Co Ltd Steel bearing
JP2008133681A (en) * 2006-11-29 2008-06-12 Bridgestone Corp Base isolation device
JP2008223887A (en) * 2007-03-13 2008-09-25 Fujita Corp Seismic isolator
JP2011141036A (en) * 2011-02-18 2011-07-21 Fujita Corp Seismic isolator
CN103644758A (en) * 2013-12-06 2014-03-19 富奥汽车零部件股份有限公司 Floating shock-absorption radiator

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JP2007291676A (en) * 2006-04-24 2007-11-08 Kaimon:Kk Rubber-sealed fixing and bearing apparatus for structure
JP2008025683A (en) * 2006-07-20 2008-02-07 Kawaguchi Metal Industries Co Ltd Fixed bearing
JP2008095346A (en) * 2006-10-10 2008-04-24 Kawaguchi Metal Industries Co Ltd Steel bearing
JP2008133681A (en) * 2006-11-29 2008-06-12 Bridgestone Corp Base isolation device
JP2008223887A (en) * 2007-03-13 2008-09-25 Fujita Corp Seismic isolator
JP4707117B2 (en) * 2007-03-13 2011-06-22 株式会社フジタ Seismic isolation device
JP2011141036A (en) * 2011-02-18 2011-07-21 Fujita Corp Seismic isolator
CN103644758A (en) * 2013-12-06 2014-03-19 富奥汽车零部件股份有限公司 Floating shock-absorption radiator

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