JPH0288807A - Installation of rubber bearing - Google Patents

Installation of rubber bearing

Info

Publication number
JPH0288807A
JPH0288807A JP23877688A JP23877688A JPH0288807A JP H0288807 A JPH0288807 A JP H0288807A JP 23877688 A JP23877688 A JP 23877688A JP 23877688 A JP23877688 A JP 23877688A JP H0288807 A JPH0288807 A JP H0288807A
Authority
JP
Japan
Prior art keywords
rubber
rubber bearing
support plate
metal
plate
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.)
Granted
Application number
JP23877688A
Other languages
Japanese (ja)
Other versions
JPH0413488B2 (en
Inventor
Yuichi Aida
裕一 合田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP23877688A priority Critical patent/JPH0288807A/en
Publication of JPH0288807A publication Critical patent/JPH0288807A/en
Publication of JPH0413488B2 publication Critical patent/JPH0413488B2/ja
Granted legal-status Critical Current

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Abstract

PURPOSE:To make the installation of a rubber bearing easier by a method in which the lower metal plate of rubber bearing is pressed forward to cause the shear deformation of the bearing, a press metal for advancement and a stopper metal are removed, and the upper metal plate is moved to remove the shear deformation. CONSTITUTION:A lower coupling projection 5 is provided to the lower metal plate 4 side of a rubber bearing 3 set on the lower support board 2 on a support structure 1, and an upper coupling projection 7 is integrally provided to the upper metal plate 6 side. A press metal 10 for advancement is detachably fixed to an upper support board 9 on the bearing 3 and a stopper metal 11 coupled with the projection 7 is detachably fixed to the board 2. The plate 4 is pressed forwards through the board 9 and the metal 10 by the contraction of the beam part 8 to cause the shear deformation of the bearing 3. The metal 10 and the stopper 11 are removed, and the plate 6 is moved forwards through the board 9 by the contraction of the beam part 8 to remove shear deformation of the bearing 3. The installation can thus be easily performed.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、橋桁等の桁材を支承するゴム支承を、そのゴ
ム支承におけるゴム層のせん断変形量を少なくして容易
に据付けることができるゴム支承の据付方法に関するも
のである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention enables easy installation of rubber bearings that support girder materials such as bridge girders by reducing the amount of shear deformation of the rubber layer in the rubber bearings. This article relates to a possible method for installing rubber bearings.

(従来の技術) 従来、橋桁等の桁材を支承するゴム支承の据付手段とし
て、特開昭62−45803号公報により開示されてい
るように、上部が桁材収縮方向の後方に偏位すると共に
下部が前方に偏位するように予備せん断変形されている
ゴム支承の前部および後部に金属製前部支承部材および
金属製後部支承部材を配置し、ゴム支承における下部金
属板の後端部を後部支承部材に係合すると共に、ゴム支
承における上部金属板の前端部を前部支承部材に係合し
た状態で、ゴム支承の左右両側に配置した金属製連結部
材により、前記後部支承部材および前部支承部材の両端
部を連結して、前記後部支承部材、前部支承部材および
連結部材からなる予備せん断変形保持装置によりゴム支
承をせん断変形状態に保持し、次に予備せん断変形保持
装置により予備せん断変形状態に保持されているゴム支
承における下部金属板を、支持構造物の上部に固定され
ている下部支持盤に載置して係止し、かつゴム支承にお
ける上部金属板に載置して係止した上部支持盤の上に、
コンクリート製桁材を施工し、そのコンクリートの養生
期間を経過したのち、前記予備せん断変形保持装置をゴ
ム支承がら撤去し、次いでコンクリート製桁材の乾燥収
縮、クリープ プレストレス導入等に基づく収縮により
、前記上部支持盤およびゴム支承の上部金属板を前進移
動させて、桁材の収量終了時にゴム支承におけるゴム層
の予備せん断変形を除去するゴム支承の据付手段が知ら
れている。
(Prior Art) Conventionally, as a means of installing a rubber bearing for supporting a girder material such as a bridge girder, as disclosed in Japanese Patent Application Laid-Open No. 62-45803, the upper part is deviated rearward in the direction of contraction of the girder material. A metal front support member and a metal rear support member are arranged at the front and rear parts of the rubber bearing, which has been subjected to preliminary shear deformation so that the lower part of the rubber bearing is deflected forward, and the rear end of the lower metal plate in the rubber bearing is is engaged with the rear support member, and with the front end of the upper metal plate of the rubber bearing engaged with the front support member, the rear support member and Both ends of the front bearing member are connected, and the rubber bearing is held in a shear deformed state by a preliminary shear deformation holding device consisting of the rear bearing member, front bearing member and connecting member, and then the rubber bearing is held in a shear deformed state by the preliminary shear deformation holding device. The lower metal plate of the rubber bearing held in a preliminary shear deformed state is placed and locked on a lower support plate fixed to the upper part of the support structure, and the lower metal plate of the rubber bearing is placed on the upper metal plate of the rubber bearing. on top of the upper support plate, which is locked with
After the concrete girder material has been constructed and the curing period of the concrete has elapsed, the preliminary shear deformation retaining device is removed along with the rubber bearing, and then the concrete girder material shrinks due to drying shrinkage, creep prestress introduction, etc. A means for installing a rubber bearing is known in which the upper support plate and the upper metal plate of the rubber bearing are moved forward to remove preliminary shearing deformation of the rubber layer in the rubber bearing when the yield of girder material is completed.

(発明が解決しようとする課題) しかるに、前記従来のゴム支承の据付手段の場合は、予
め工場Gこおいて、ゴム支承に予俯せん断変形を与える
と共に、ゴム支承を予備せん断変形保持装置により予備
せん断変形状態に保持するという煩雑な作業を必要し、
かつ構造が複雑で大型の高価な予備せん断変形保持装置
が必要になり、さらにゴム支承に対し桁材の収縮量に相
当する予備せん断変形を与えるためには相当大きなせん
断力を加える必要があり、この大きなせん断力の反力を
予備せん断変形保持装置が負担しているので、コンクI
J −ト製桁材の養生後に予備せん断変形保持装置をゴ
ム支承から取外す際に、ジヤツキを必要とすると共に、
取外し作業を迅速に行なうことができない。
(Problems to be Solved by the Invention) However, in the case of the above-mentioned conventional rubber bearing installation means, the rubber bearing is subjected to pre-downward shear deformation in advance in the factory G, and the rubber bearing is held by a pre-shear deformation holding device. It requires the complicated work of maintaining it in a pre-sheared deformed state,
Moreover, the structure is complicated, and a large and expensive pre-shear deformation holding device is required.Furthermore, it is necessary to apply a considerably large shear force to the rubber bearing in order to apply a pre-shear deformation equivalent to the amount of contraction of the girder material. Since the reaction force of this large shear force is borne by the preliminary shear deformation holding device, the conc I
When removing the pre-shear deformation retaining device from the rubber bearing after curing the J-girder material, it requires jacking and
Removal work cannot be performed quickly.

またゴム支承におけるゴム層に対し、桁材の収縮量に相
当する大きな予備せん断変形を与える必要があるので、
ゴム層の厚さを厚くする必要が生じて不経済であり、さ
らに据付前のゴム支承に大きな予備せん断変形を与える
と、ゴム支承の上下両面が彎曲する傾向があるので、そ
の彎曲を防止するために、押え治具によりゴム支承の上
下両面を把持するという煩雑な手段を必要とする。
In addition, it is necessary to apply a large preliminary shear deformation to the rubber layer in the rubber bearing, which corresponds to the amount of shrinkage of the girder material.
It becomes necessary to increase the thickness of the rubber layer, which is uneconomical, and furthermore, if a large pre-shear deformation is applied to the rubber bearing before installation, both the upper and lower sides of the rubber bearing tend to curve, so it is necessary to prevent such curvature. Therefore, a complicated means of gripping both the upper and lower surfaces of the rubber bearing with a holding jig is required.

本発明は、予め工場において予備せん断変形および予備
せん断変形保持作業を行なう必要がなく、かつ据付開始
から据付終了までのゴム支承におけるゴム層のせん断変
形量を小さくすると共に、据付作業を容易に行なうこと
ができるゴム支承の据付方法を提供することを目的とす
るものである。
The present invention eliminates the need to perform preliminary shear deformation and preliminary shear deformation holding work at the factory, reduces the amount of shear deformation of the rubber layer in the rubber support from the start of installation to the end of installation, and facilitates the installation work. The purpose of this invention is to provide a method of installing a rubber bearing that can be used.

(課題を解決するための手段) 前記目的を達成するために、本発明のゴム支承の据付方
法においては、支持構造物1の上部に固定されている金
属製下部支持盤2に載置したゴム支承3における下部金
属板4の側部に下部係合突起5を一体に設け、前記ゴム
支承3における上部金属板6の側部に上部係合突起7を
一体に設け、桁材8の下部に固定されてゴム支承3に載
置されている金属製上部支持盤9に、前記下部係合突起
5における桁材収縮方向の後部に係合させた前進用押圧
金具10を着脱自在に固定し、前記上部係合突起7にお
ける桁材収縮方向の前部に係合させたストッパ金具11
を金属製下部支持盤2に着脱自在に固定し、次に桁材8
の収縮により金属製上部支持盤9.前進用押圧金具10
および下部係合突起5を介してゴム支承3における下部
金属板4を前方に押圧して、ゴム支承3におけるゴム層
12を、そのゴム層12における下側が前方に偏位する
ようにせん断変形させ、次に前記前進用押圧金具10お
よびストッパ金具11を取外したのち、桁材8の収縮に
より金属製上部支持盤9を介してゴム支承3の上部金属
板6を前進移動させて、ゴム支承3におけるゴム層12
のせん断変形を除去する。
(Means for Solving the Problems) In order to achieve the above object, in the rubber bearing installation method of the present invention, a rubber bearing placed on a metal lower support plate 2 fixed to the upper part of a support structure 1 is used. A lower engaging protrusion 5 is integrally provided on the side of the lower metal plate 4 in the bearing 3, an upper engaging protrusion 7 is integrally provided on the side of the upper metal plate 6 in the rubber bearing 3, and a lower engaging protrusion 7 is integrally provided on the side of the upper metal plate 6 in the rubber bearing 3. An advancement pressing fitting 10 engaged with the rear portion of the lower engagement protrusion 5 in the contraction direction of the girder member is removably fixed to the metal upper support plate 9 fixedly placed on the rubber support 3, A stopper fitting 11 engaged with the front part of the upper engagement protrusion 7 in the direction of contraction of the beam member.
is removably fixed to the metal lower support plate 2, and then the girder material 8
Due to the contraction of the metal upper support plate 9. Forward press fitting 10
The lower metal plate 4 of the rubber bearing 3 is pressed forward via the lower engagement protrusion 5 to shear and deform the rubber layer 12 of the rubber bearing 3 so that the lower side of the rubber layer 12 is displaced forward. Next, after removing the advancing press fitting 10 and the stopper fitting 11, the upper metal plate 6 of the rubber bearing 3 is moved forward via the metal upper support plate 9 due to contraction of the girder 8, and the rubber bearing 3 is moved forward. Rubber layer 12 in
The shear deformation of is removed.

また支持構造物1の上部に固定されている金属製下部支
持盤2に載置したゴム支承3に、桁材8の下部に固定さ
れている金属製上部支持盤9を載置し、ゴム支承3にお
ける下部金属板4の桁材収縮方向の後部に、前記上部支
持盤9に着脱自在に固定した前進用押圧金具10を係合
させ、ゴム支承3における上部金属板6の前部に、前記
下部支持盤2に着脱自在に固定したストッパ金具11を
係合させ、次に桁材8の収縮により上部支持盤9および
前進用押圧金具10を介してゴム支承3における下部金
属板4を前方に押圧して、ゴム支承3におけるゴム層1
2を、そのゴム層12における下側が前方に偏位するよ
うにせん断変形させ、次に前記前進用押圧金具10およ
びストッパ金具11を取外したのち、桁材8の収縮によ
り前記上部支持盤9を介してゴム支承3の上部金属板6
を前進移動させて、ゴム支承3におけるゴムJi12の
せん断変形を除去することによっても、前記目的を達成
することができる。
Further, a metal upper support plate 9 fixed to the lower part of the girder 8 is placed on the rubber support 3 placed on the metal lower support plate 2 fixed to the upper part of the support structure 1, and the rubber support 3, the advancing press fitting 10 detachably fixed to the upper support plate 9 is engaged with the rear part of the lower metal plate 4 in the girder contraction direction, and the front part of the upper metal plate 6 in the rubber support 3 is engaged with the The stopper metal plate 11 detachably fixed to the lower support plate 2 is engaged, and then the lower metal plate 4 of the rubber support 3 is moved forward via the upper support plate 9 and the advancement pressing metal plate 10 due to contraction of the girder 8. Rubber layer 1 in rubber bearing 3 by pressing
2 is shear-deformed so that the lower side of its rubber layer 12 is deviated forward, and then, after removing the advancing press fitting 10 and the stopper fitting 11, the upper support plate 9 is Upper metal plate 6 of rubber bearing 3 through
The above objective can also be achieved by moving the rubber Ji 12 forward and removing the shear deformation of the rubber Ji 12 in the rubber bearing 3.

(作 用) 桁材8に固定された上部支持盤9に取付けられている押
圧金具10を、ゴム支承3における下部金属板4の下部
係合突起5またはその下部金属板4の後部に係合させ、
かつ支持構造物lに固定された下部支持盤2に取付けら
れているストッパ金具Ifを、ゴム支承3における上部
金属板6の上部係合突起7またはその上部金属板6の前
部に係合させた状態で、桁材8が収縮していくと、ゴム
支承3におけるゴム層12は、そのゴム層12の下側が
前方に偏位するようにせん断変形される。
(Function) The press fitting 10 attached to the upper support plate 9 fixed to the girder 8 is engaged with the lower engagement protrusion 5 of the lower metal plate 4 in the rubber bearing 3 or the rear part of the lower metal plate 4. let me,
And the stopper fitting If attached to the lower support board 2 fixed to the support structure l is engaged with the upper engagement protrusion 7 of the upper metal plate 6 of the rubber bearing 3 or the front part of the upper metal plate 6. When the beam member 8 contracts in this state, the rubber layer 12 in the rubber bearing 3 is sheared and deformed so that the lower side of the rubber layer 12 is deviated forward.

桁材8の全収縮量の約半分だけ桁材8が収縮したとき、
前記押圧金具IOおよびストッパ金具1■を取外すと、
桁材8の収縮により上部支持盤9を介してゴム支承3の
上部金属板6が前進移動されて、ゴム支承3におけるゴ
ム層12のせん断変形が除去される。
When the beam material 8 contracts by about half of the total amount of contraction of the beam material 8,
When the press fitting IO and stopper fitting 1■ are removed,
Due to the contraction of the girder 8, the upper metal plate 6 of the rubber bearing 3 is moved forward via the upper support plate 9, and the shear deformation of the rubber layer 12 in the rubber bearing 3 is removed.

(実施例) 次に本発明の図面に示した例に基づいて詳細に説明する
。
(Example) Next, the present invention will be described in detail based on an example shown in the drawings.

第1図ないし第10図は第1発明の実施例であり、また
第1図ないし第4図はコンクリート製橋桁からなる桁材
8が収縮を開始する直前のゴム支承据付装置を示すもの
であって、鋼板からなる下部支持盤本体13における桁
材収縮方向の前端部および後端部に、桁材巾方向(橋軸
直角方向)に延長すると共に上向きに突出している前部
突条14および後部突条15が一体に連設され、かつ前
記下部支持盤本体13の桁材巾方向の両側における桁材
長手方向の中間部には、桁材長手方向に延長すると共に
上向きに突出している側部突条16が一体に連設され、
前記下部支持盤本体13の上面にステンレス鋼板からな
る滑り支承板17が接着剤等により固定され、さらに前
記下部支持盤本体13とこれに一体に連設された前部突
条14、後部突条15.側部突条16とからなる下部支
持盤2は、コンクリート製橋台または橋脚等の支持構造
物1に載置され、下部支持盤2の下面に固定された複数
のアンカ一部材18は前記支持構造物1に埋込まれてい
る。
Figures 1 to 10 show embodiments of the first invention, and Figures 1 to 4 show the rubber bearing installation device just before the girder 8 made of a concrete bridge girder starts shrinking. At the front and rear ends of the lower support plate main body 13 made of a steel plate in the direction of contraction of the girder, there are a front protrusion 14 and a rear part extending in the width direction of the girder (in the direction perpendicular to the bridge axis) and protruding upward. The protrusions 15 are integrally arranged, and in the middle part of the longitudinal direction of the girder on both sides of the lower support plate main body 13 in the width direction of the girder, there is a side portion extending in the longitudinal direction of the girder and protruding upward. The protrusions 16 are integrally arranged,
A sliding support plate 17 made of a stainless steel plate is fixed to the upper surface of the lower support plate main body 13 with an adhesive or the like, and a front protrusion 14 and a rear protrusion 14 are integrally connected to the lower support plate main body 13. 15. The lower support plate 2 consisting of the side protrusions 16 is placed on a support structure 1 such as a concrete abutment or a bridge pier, and the plurality of anchor members 18 fixed to the lower surface of the lower support plate 2 are attached to the support structure 1. It is embedded in object 1.

ゴム層12とその上下両面に固着された上部金属板6お
よび下部金属板4とからなるゴム支承3における前記下
部金属板4の後側の左右両側に下部係合突起5が一体に
連設され、かつ前記上部金属板6の前側の左右両側には
上部係合突起7が−体に連設され、さらに下部金属板4
の下面および上部金属板6の上面に四フッ化エチレンか
らなる合成樹脂製滑り板19.20が接着剤等により固
着され、ゴム支承3の下部の滑り板19は下部支持盤2
の上面の滑り支承板17にixzされている。
In a rubber support 3 consisting of a rubber layer 12 and an upper metal plate 6 and a lower metal plate 4 fixed to both upper and lower surfaces thereof, lower engaging protrusions 5 are integrally provided on both left and right sides of the rear side of the lower metal plate 4. , upper engagement protrusions 7 are connected to the body on both left and right sides of the front side of the upper metal plate 6, and the lower metal plate 4
Synthetic resin sliding plates 19 and 20 made of tetrafluoroethylene are fixed to the lower surface and the upper surface of the upper metal plate 6 with adhesive, etc., and the lower sliding plate 19 of the rubber support 3 is attached to the lower support plate 2.
ixz on the sliding support plate 17 on the top surface.

鋼板からなる上部支持盤本体21における桁材収縮方向
の前端部および後端部に、桁材巾方向に延長すると共に
下向きに突出している前部突条22および後部突条23
が一体に連設され、かつ前記上部支持盤本体21の桁材
11方向の両側における桁材長手方向の中間部には、桁
材長手方向に延長すると共に下向きに突出している側部
突条24が一体に連設され、前記上部支持盤本体21の
下面にステンレス鋼板からなる滑り支承板25が接着剤
等により固定され、さらに前記上部支持盤本体21とこ
れに一体に連設された前部突条22、後部突条23.側
部突条24とにより上部支持盤9が構成され、上部支持
盤9の下面の滑り支承板25はゴム支承3の上部の滑り
板20に載置され、また上部支持盤9の上面に固定され
た複数のアンカ一部材26は、上部支持盤9の上部に施
工されたコンクリート製桁材8に埋込まれている。
A front protrusion 22 and a rear protrusion 23 extend in the width direction of the girder and protrude downward at the front and rear ends of the upper support plate main body 21 made of a steel plate in the direction of contraction of the girder.
are integrally arranged in series, and at the intermediate part in the longitudinal direction of the girders on both sides of the upper support plate main body 21 in the direction of the girders 11, there are side protrusions 24 extending in the longitudinal direction of the girders and protruding downward. A sliding support plate 25 made of a stainless steel plate is fixed to the lower surface of the upper support plate main body 21 with an adhesive or the like, and the upper support plate main body 21 and a front portion integrally connected thereto are fixed to the lower surface of the upper support plate main body 21. Projection 22, rear projection 23. The upper support plate 9 is constituted by the side protrusions 24, and the sliding support plate 25 on the lower surface of the upper support plate 9 is placed on the sliding plate 20 on the upper part of the rubber support 3, and is fixed to the upper surface of the upper support plate 9. The plurality of anchor members 26 thus constructed are embedded in a concrete girder member 8 constructed on the upper part of the upper support board 9.

ゴム支承3における下部金属板4の前面と前部突条14
の後面との間に間隙が設けられると共に、その下部金属
板4の後面は後部突条15の前面に接触または近接する
ように配置され、かつゴム支承3における上部金属板6
の後面と後部突条23の前面との間に間隙が設けられる
と共に、その上部金属板6の前面は前部突条22の後面
に接触または近接するように配置され、さらに前記下部
係合突起5の後面に係合する前進用押圧金具10は、上
部支持盤9の左右両側の後部下面に配置されると共に、
後部突条23の前面に係合され、前記押圧金具10のフ
ランジに挿通されて上部支持盤9に螺合されたボルト2
7により、押圧金具10が上部支持盤9に対し着脱自在
に固定されている。
Front surface and front protrusion 14 of lower metal plate 4 in rubber bearing 3
A gap is provided between the lower metal plate 4 and the rear surface, and the rear surface of the lower metal plate 4 is placed in contact with or close to the front surface of the rear protrusion 15, and the upper metal plate 6 of the rubber support 3
A gap is provided between the rear surface and the front surface of the rear protrusion 23, and the front surface of the upper metal plate 6 is arranged so as to contact or be close to the rear surface of the front protrusion 22, and the lower engagement protrusion The advancing press fittings 10 that engage with the rear surface of the upper support plate 9 are disposed on the rear lower surface of both the left and right sides of the upper support plate 9.
A bolt 2 that is engaged with the front surface of the rear protrusion 23, inserted through the flange of the press fitting 10, and screwed into the upper support plate 9.
7, the press fitting 10 is detachably fixed to the upper support plate 9.

前記上部係合突起7の前面に係合するストッパ金具11
は、下部支持盤2の左右両側の前部上面に配置されると
共に、前部突条14の後面に係合され、ストッパ金具1
1のフランジに挿通されて下部支持盤2に螺合されたボ
ルト28により、ストッパ金具11が下部支持盤2に対
し着脱自在に固定され、かつ下部係合突起5と側部突条
13との間に間隙が設けられると共に、上部係合突起7
と側部突条24との間に間隙が設けられている。
A stopper fitting 11 that engages with the front surface of the upper engagement protrusion 7
are arranged on the front upper surface on both left and right sides of the lower support plate 2, and are engaged with the rear surface of the front protrusion 14, and are connected to the stopper fitting 1.
The stopper metal fitting 11 is removably fixed to the lower support plate 2 by a bolt 28 inserted through the flange of 1 and screwed to the lower support plate 2, and the lower engagement protrusion 5 and the side protrusion 13 are connected to each other. A gap is provided between the upper engaging protrusions 7
A gap is provided between and the side protrusion 24.

第1図に示す状態から、桁材8が乾燥収縮5クリープ 
プレストレス導入等によって収縮していくと、ストッパ
金具11と上部係合突起7との係合により、ゴム支承3
の上部金属板6の前進移動が阻止され、かつ桁材8に固
定された上部支持盤9に取付けられている押圧金具10
により、下部係合突起5を介してゴム支承3の下部金属
板4が押圧されて、その下部金属板4の下面の滑り板1
9が下部支持盤2の上面の滑り支承板17の上を前方に
向かって滑り移動し、ゴム層12における下側が前方に
偏位するようにせん断変形され、さらに上部支持盤9の
下部の滑り支承板25がゴム支承3の上部の滑り板20
の上を滑り移動していく。
From the state shown in Figure 1, the girder material 8 undergoes drying shrinkage 5 creep.
When the rubber bearing 3 contracts due to the introduction of prestress, etc., the stopper fitting 11 and the upper engagement protrusion 7 engage with each other.
A pressing fitting 10 is attached to an upper support plate 9 that prevents the upper metal plate 6 from moving forward and is fixed to the girder 8.
As a result, the lower metal plate 4 of the rubber bearing 3 is pressed through the lower engagement protrusion 5, and the sliding plate 1 on the lower surface of the lower metal plate 4 is pressed.
9 slides forward on the sliding support plate 17 on the upper surface of the lower support plate 2, and the lower side of the rubber layer 12 is sheared and deformed so as to be deviated forward, and further the lower part of the upper support plate 9 slides forward. The support plate 25 is a sliding plate 20 on the top of the rubber support 3.
It slides on the surface.

前記桁材8が全収縮量の約半分だけ収縮すると第5図に
示すように、下部金属板4の前面が前部突条14の後面
に接触または近接すると共に、上部金属板6の後面が後
部突条23の前面に接触または近接する。次いで気温上
昇により桁材8が僅かに伸長したとき、ポル)27.2
8を虹脱して押圧金具10およびストッパ金具11を取
外して、第6図に示す状態にする。
When the beam member 8 contracts by approximately half of the total amount of contraction, the front surface of the lower metal plate 4 comes into contact with or approaches the rear surface of the front protrusion 14, and the rear surface of the upper metal plate 6 comes into contact with or approaches the rear surface of the front protrusion 14, as shown in FIG. It contacts or approaches the front surface of the rear protrusion 23. Then, when the girder material 8 slightly expands due to the rise in temperature, pol) 27.2
8, and remove the press fitting 10 and the stopper fitting 11 to obtain the state shown in FIG.

第6図の状態から、桁材8がさらに収縮していくと、下
部金属板4が停止した状態で、上部支持盤9により上部
金属板6が前進移動されると共に、ゴム層12のせん断
変形が減少してゆき、桁材8の収縮が終了すると、第7
図に示すように、ゴム層12のせん断変形が殆んどなく
なる。
As the girder 8 further contracts from the state shown in FIG. 6, the upper metal plate 6 is moved forward by the upper support plate 9 while the lower metal plate 4 is stopped, and the rubber layer 12 is sheared. decreases and when the contraction of the girder material 8 is completed, the seventh
As shown in the figure, the shear deformation of the rubber layer 12 is almost eliminated.

次に第8図ないし第10図に示すように、下部金属板4
の後面と後部突条15の前面との間に固定用金具29を
介在させ、その固定用金具29に挿通した固定用ボルト
30を予め下部支持盤2に設けられている雌ねじ孔に螺
合し、かつ上部金属板6の前面と前部突条22の後面と
の間に固定用金具31を介在させ、その固定用金具31
に挿通した固定用ボルト32を予め上部支持盤9に設け
られている雌ねじ孔に螺合する。
Next, as shown in FIGS. 8 to 10, the lower metal plate 4
A fixing metal fitting 29 is interposed between the rear surface and the front surface of the rear protrusion 15, and a fixing bolt 30 inserted through the fixing metal fitting 29 is screwed into a female screw hole provided in advance in the lower support board 2. , and a fixing metal fitting 31 is interposed between the front surface of the upper metal plate 6 and the rear surface of the front protrusion 22, and the fixing metal fitting 31
The fixing bolt 32 inserted through the upper support plate 9 is screwed into a female screw hole provided in advance in the upper support plate 9.

第11図ないし第20図は第2発明の実施例であり、ま
た第11図ないし第14図はコンクリート製橋桁からな
る桁材8が収縮を開始する直前のゴム支承据付装置を示
すものであって、鋼板からなる下部支持盤本体13にお
ける桁材収縮方向の前部および後部の中間部に、桁材巾
方向に延長すると共に上向きに突出している前部突条1
4および後部突条15が一体に連設され、かつ前記下部
支持盤本体13の桁材巾方向の両側における桁材長手方
向の中間部には、桁材長手方向に延長すると共に上向き
に突出している側部突条16が一体に連設され、前記下
部支持盤本体13の前端部上面における桁材巾方向の両
側に下部支承金具33が一体に設けられている。
Figures 11 to 20 show embodiments of the second invention, and Figures 11 to 14 show the rubber bearing installation device just before the girder 8 made of a concrete bridge girder starts shrinking. In the lower support board main body 13 made of a steel plate, a front protrusion 1 extending in the width direction of the girder material and protruding upward is provided at an intermediate portion between the front and rear parts in the direction of contraction of the girder material.
4 and a rear protrusion 15 are integrally arranged, and at the intermediate part in the longitudinal direction of the girder on both sides of the girder width direction of the lower support plate main body 13, there is a groove extending in the longitudinal direction of the girder and protruding upward. The side protrusions 16 are integrally arranged, and lower support metal fittings 33 are integrally provided on both sides of the front end upper surface of the lower support plate body 13 in the width direction of the girder.

前記下部支持盤本体13の上面にステンレス鋼板からな
る滑り支承板17が接着剤等により固定され、さらに前
記下部支持盤本体13とこれに一体に連設された前部突
条14.後部突条15.側部突条16および下部支承金
具33とからなる下部支持盤2は、コンクリート製橋台
または橋脚等の支持構造物1に載置され、下部支持盤2
の下面に固定された複数のアンカ一部材18は前記支持
構造物1に埋込まれている。
A sliding support plate 17 made of a stainless steel plate is fixed to the upper surface of the lower support plate main body 13 with an adhesive or the like, and a front protrusion 14 integrally connected to the lower support plate main body 13. Rear protrusion 15. The lower support plate 2 consisting of the side protrusions 16 and the lower support metal fittings 33 is placed on a support structure 1 such as a concrete abutment or a bridge pier, and the lower support plate 2
A plurality of anchor members 18 fixed to the lower surface of the support structure 1 are embedded in the support structure 1 .

ゴム層12とその上下両面に固着された上部金属板6お
よび下部金属板4とからなるゴム支承3における下部金
属板4の下面および上部金属板6の上面に四フッ化エチ
レンからなる合成樹脂製滑り板19.20が接着剤等に
より固着され、ゴム支承3の下部の滑り板19は下部支
持盤2の上面の滑り支承板17にR置されている。
In the rubber support 3, which consists of a rubber layer 12 and an upper metal plate 6 and a lower metal plate 4 fixed to both upper and lower surfaces thereof, the lower surface of the lower metal plate 4 and the upper surface of the upper metal plate 6 are made of synthetic resin made of tetrafluoroethylene. Sliding plates 19 and 20 are fixed with adhesive or the like, and the sliding plate 19 at the bottom of the rubber support 3 is placed R on the sliding support plate 17 on the upper surface of the lower support board 2.

鋼板からなる上部支持盤本体21における桁材収縮方向
の前部および後部の中間部に、桁材巾方向に延長すると
共に下向きに突出している前部突条22および後部突条
23が一体に連設され、かつ前記上部支持盤本体21の
桁材巾方向の両側における桁材長手方向の中間部には、
桁材長手方向に延長すると共に下向きに突出している側
部突条24が一体に連設され、前記上部支持盤本体21
の後端部下面における桁材巾方向の両側に上部支承金具
34が一体に設けられている。
A front protrusion 22 and a rear protrusion 23, which extend in the width direction of the girder material and protrude downward, are integrally connected to the front and rear intermediate portions of the upper support plate main body 21 made of a steel plate in the direction of contraction of the girder material. and at the intermediate part in the longitudinal direction of the girder on both sides of the upper support plate main body 21 in the width direction of the girder.
A side protrusion 24 extending in the longitudinal direction of the girder member and protruding downward is integrally connected to the upper support plate main body 21.
Upper support fittings 34 are integrally provided on both sides in the width direction of the girder on the lower surface of the rear end.

上部支持盤本体21の前部における桁材巾方向の中間部
に、前部突条22の後部に隣接する位置において、桁材
巾方向に延長するストッパ挿通孔35が設けられ、その
ストッパ挿通孔35に、上端に係止突起36を備えてい
る鋼板製ストッパ37の下部が挿通され、かつ前記上部
支持盤本体21の上面には、ストッパ被覆用カバー38
が固着され、そのカバー38の上面板とストッパ37の
上面との間には、合成樹脂スポンジからシるストッパ押
下用弾性材39が介在されている。
A stopper insertion hole 35 extending in the width direction of the girder is provided in the middle part of the front part of the upper support plate main body 21 in the width direction of the girder at a position adjacent to the rear part of the front protrusion 22. 35, the lower part of a steel plate stopper 37 having a locking protrusion 36 at its upper end is inserted, and a stopper covering cover 38 is provided on the upper surface of the upper support plate main body 21.
is fixed thereto, and an elastic member 39 for pressing down the stopper made of synthetic resin sponge is interposed between the upper surface plate of the cover 38 and the upper surface of the stopper 37.

上部支持盤本体21の下面にステンレス鋼板からなる滑
り支承板25が接着剤等により固定され、かつ前記上部
支持盤本体21とこれに一体に連設された前部突条22
.後部突条23.側部突条24および上部支承金具34
とにより上部支持盤9が構成され、上部支持盤9の下面
の滑り支承板25およびス) ンバ37の下面はゴム支
承3の上部の滑り板20に!!置され、また上部支持盤
9の上面に固定された複数のアンカ一部材26は、上部
支持盤9の上部に施工されたコンクリート製桁材8に埋
込まれている。
A sliding support plate 25 made of a stainless steel plate is fixed to the lower surface of the upper support plate main body 21 with adhesive or the like, and a front protrusion 22 is integrally connected to the upper support plate main body 21.
.. Rear protrusion 23. Side protrusion 24 and upper support metal fitting 34
The upper support plate 9 is constituted by the sliding support plate 25 on the lower surface of the upper support plate 9 and the sliding plate 20 on the upper surface of the rubber bearing 3 on the lower surface of the spring bar 37. ! A plurality of anchor members 26 placed on the upper support plate 9 and fixed to the upper surface of the upper support plate 9 are embedded in a concrete girder member 8 constructed on the upper part of the upper support plate 9.

ゴム支承3における下部金属板4の前面と前部突条14
の後面との間に間隙が設けられると共に、その下部金属
板4の後面は後部突条15の前面に接触または近接する
ように配置され、かつゴム支承3における上部金属板6
の後面と後部突条23の前面との間に間隙が設けられる
と共に、その上部金属板6の前面は前部突条22の後面
に接触または近接するように配置され、さらにゴム支承
3の後部の桁材巾方向の両側に前進用押圧金具10が配
置され、その押圧金具10は、上部支承金具34の前面
に係合されると共に上部支持盤9に対しボルト27によ
り固定され、また前記押圧金具10の下部はゴム支承3
における下部金属板4の後面に接触または近接するよう
に配置されている。
Front surface and front protrusion 14 of lower metal plate 4 in rubber bearing 3
A gap is provided between the lower metal plate 4 and the rear surface, and the rear surface of the lower metal plate 4 is placed in contact with or close to the front surface of the rear protrusion 15, and the upper metal plate 6 of the rubber support 3
A gap is provided between the rear surface and the front surface of the rear protrusion 23 , and the front surface of the upper metal plate 6 is arranged so as to contact or be close to the rear surface of the front protrusion 22 , and the rear surface of the rubber support 3 Advance pressing fittings 10 are disposed on both sides in the width direction of the girder material, and the pressing fittings 10 are engaged with the front surface of the upper support fitting 34 and are fixed to the upper support plate 9 by bolts 27. The lower part of the metal fitting 10 is a rubber support 3
It is arranged so as to be in contact with or close to the rear surface of the lower metal plate 4 at.

前記ゴム支承3の前部における桁材巾方向の両側にスト
ッパ金具11が配置され、そのストッパ金具11は、下
部支承金具33の後面に係合されると共に下部支持盤2
に対しボルト2日により固定され、かつストッパ金具1
1の上部はゴム支承3における上部金属板6の前面に接
触または近接するように配置されている。
Stopper metal fittings 11 are arranged on both sides in the width direction of the girder material at the front part of the rubber bearing 3, and the stopper metal fittings 11 are engaged with the rear surface of the lower support metal fitting 33, and the lower support plate 2
is fixed with bolt 2, and stopper fitting 1
The upper part of the rubber support 3 is placed in contact with or close to the front surface of the upper metal plate 6 .

第11図に示す状態から、桁材8が乾燥収縮。From the state shown in FIG. 11, the girder material 8 dries and shrinks.

クリープ、プレストレス導入等によって収縮していくと
、ストッパ金具11によりゴム支承3における上部金属
板6の前進移動が阻止され、かつ上部支持盤9に固定さ
れている押圧金具10によりゴム支承3の下部金属板4
が押圧されて、その下部金属板4の下面の滑り板19が
下部支持盤2の上面の滑り支承板17の上を前方に向か
って滑り移動し、ゴム[12における下側が前方に偏位
するようにせん断変形され、さらに上部支持盤9の下部
の滑り支承板25がゴム支承3の上部の滑り板20の上
を滑り移動していく。
When the rubber bearing 3 contracts due to creep, prestress introduction, etc., the stopper fitting 11 prevents the upper metal plate 6 from moving forward on the rubber bearing 3, and the pressing fitting 10 fixed to the upper support plate 9 causes the rubber bearing 3 to move forward. Lower metal plate 4
is pressed, the sliding plate 19 on the lower surface of the lower metal plate 4 slides forward on the sliding support plate 17 on the upper surface of the lower support plate 2, and the lower side of the rubber [12] is deflected forward. Then, the lower sliding support plate 25 of the upper support plate 9 slides on the upper sliding plate 20 of the rubber support 3.

前記指材8が全収縮量の約半分だけ収縮すると、第15
図および第16図に示すように、下部金属板4の前面が
前部突条14の後面に接触または近接すると共に、上部
金属板6の後面が後部突条23の前面に接触または近接
し、かつストッパ37が前部突条22とゴム支承3の上
部金属板6との間に挿入される。次いで気温上昇により
桁材8が僅かに伸長したとき、ボルト27.28を螺脱
して押圧金具10およびストッパ金具11を取外して、
第17図に示す状態にする。
When the finger material 8 contracts by about half of the total amount of contraction, the 15th
As shown in the figure and FIG. 16, the front surface of the lower metal plate 4 contacts or approaches the rear surface of the front protrusion 14, and the rear surface of the upper metal plate 6 contacts or approaches the front surface of the rear protrusion 23, In addition, a stopper 37 is inserted between the front protrusion 22 and the upper metal plate 6 of the rubber support 3. Next, when the beam member 8 slightly expands due to the rise in temperature, the bolts 27 and 28 are unscrewed and the press fitting 10 and the stopper fitting 11 are removed.
The state shown in FIG. 17 is established.

第17図の状態から、桁材8がさらに収縮していくと、
下部金属板4が停止した状態で、上部支持盤9により上
部金属板6が前進移動、されると共に、ゴム層12のせ
ん断変形が減少してゆき、桁材8の収縮が終了すると、
第18図に示すように、ゴム層12のせん断変形が殆ん
どなくなる。
As the girder material 8 further contracts from the state shown in Fig. 17,
While the lower metal plate 4 is stopped, the upper metal plate 6 is moved forward by the upper support plate 9, the shear deformation of the rubber layer 12 is reduced, and when the contraction of the girder 8 is completed,
As shown in FIG. 18, the shear deformation of the rubber layer 12 is almost eliminated.

次に第19図および第20図に示すように、下部金属板
4の後面と後部突条15の前面との間に固定用金具29
を介在させ、その固定用金具29に挿通した固定用ボル
ト30を予め下部支持盤2に設けられている雌ねじ孔に
螺合する。
Next, as shown in FIG. 19 and FIG.
The fixing bolt 30 inserted through the fixing metal fitting 29 is screwed into a female screw hole provided in the lower support board 2 in advance.

(発明の効果) 本発明は前述のように構成されているので、以下に記載
するような効果を奏する。
(Effects of the Invention) Since the present invention is configured as described above, it has the following effects.

桁材8に固定された上部支持盤9に取付けられている押
圧金具IOを、ゴム支承3における下部金属板4の下部
係合突起5またはその下部金属板4の後部に係合させ、
かつ支持構造物1に固定された下部支持盤2に取付けら
れているストッパ金具11を、ゴム支承3における上部
金属板6の上部係合突起7またはその上部金属板6の前
部に係合させた状態で、桁材8が収縮していくと、ゴム
支承3におけるゴム層12は、そのゴム層12の下側が
前方に偏位するようにせん断変形され、桁材8の全収縮
量の約半分だけ桁材8が収縮したとき、前記押圧金具1
0およびストッパ金具11を取外すと、桁材8の収縮に
より上部支持盤9を介してゴム支承3の上部金属板6が
前進移動されて、ゴム支承3におけるゴム層12のせん
断変形が除去されるので、桁材8の収縮開始から収縮終
了までの間に、ゴム支承3におけるゴム層12に、桁材
8の収縮量の約半分に相当するせん断変形を行なわせる
だけで済み、そのためゴム支承3におけるゴム層12の
厚さを薄くシてゴム支承3を経済的に製作したり、ゴム
支承のせん断変形により支持構造物1に与えられる水平
力を小さくすることなどができ、また工場において、ゴ
ム支承に予値せん断変形を与えたり、予備せん断変形保
持装置によりゴム支承を予備せん断変形状態で保持した
りすることなく、桁材8の収縮終了時にゴム支承3のゴ
ム層12のせん断変形が自動的に除去されるように、ゴ
ム支承3を簡単な手段によって容易に据付けることがで
きる。
A press fitting IO attached to an upper support plate 9 fixed to a girder 8 is engaged with the lower engagement protrusion 5 of the lower metal plate 4 of the rubber bearing 3 or the rear part of the lower metal plate 4,
and the stopper fitting 11 attached to the lower support plate 2 fixed to the support structure 1 is engaged with the upper engagement protrusion 7 of the upper metal plate 6 of the rubber support 3 or the front part of the upper metal plate 6. When the girder material 8 contracts in this state, the rubber layer 12 in the rubber bearing 3 is sheared and deformed so that the lower side of the rubber layer 12 deviates forward, and approximately the total amount of contraction of the girder material 8 is reduced. When the girder material 8 shrinks by half, the press fitting 1
0 and the stopper fitting 11 are removed, the upper metal plate 6 of the rubber bearing 3 is moved forward via the upper support plate 9 due to the contraction of the girder 8, and the shear deformation of the rubber layer 12 in the rubber bearing 3 is removed. Therefore, from the start of contraction to the end of contraction of the girder material 8, it is only necessary to cause the rubber layer 12 in the rubber bearing 3 to undergo shear deformation equivalent to about half of the amount of contraction of the girder material 8. It is possible to manufacture the rubber bearing 3 economically by reducing the thickness of the rubber layer 12 in the rubber bearing, and to reduce the horizontal force applied to the support structure 1 due to shear deformation of the rubber bearing. The shear deformation of the rubber layer 12 of the rubber bearing 3 is automatically performed when the girder 8 finishes shrinking, without giving a predetermined shear deformation to the bearing or holding the rubber bearing in a pre-shear deformation state using a pre-shear deformation holding device. The rubber bearing 3 can be easily installed by simple means so that it can be easily removed.

また第2発明の場合は、ゴム支承3における下部金属板
4の側部に下部係合突起5を一体に設けたり、ゴム支承
3における上部金属板6の側部に上部係合突起7を一体
に設けたりすることなく、簡単な手段によってゴム支承
3を据付けることができる。
Further, in the case of the second invention, the lower engaging protrusion 5 is integrally provided on the side of the lower metal plate 4 of the rubber bearing 3, and the upper engaging protrusion 7 is integrally provided on the side of the upper metal plate 6 of the rubber bearing 3. The rubber bearing 3 can be installed by a simple means without having to install the rubber bearing 3.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図ないし第10図は第1発明の一実施例を示すもの
であって、第1図は桁材が収縮を開始する直前のゴム支
承据付装置を示す一部縦断側面図、第2図は第1図のA
−A線断面図、第3図は第1図のB−E線断面図、第4
図はゴム支承と下部支持盤および上部支持盤との滑り構
造を示す拡大縦断側面図である。第5図は桁材が全収縮
量の約半分だけ収縮したときの各部分の状態を示す一部
縦断側面図、第6図は第5図の状態から前進用押圧金具
およびストッパ金具を撤去した状態を示す一部縦断側面
図、第7図は桁材の収縮が終了したときの各部分の状態
を示す一部縦断側面図、第8図は桁材の収縮終了後に固
定用金具を取付けた状態を示す一部縦断側面図、第9図
は第8図のC−C線断面図、第10図は第8図のD−D
線断面図である。 第11図ないし第20図は第2発明の一実施例を示すも
のであって、第11図は桁材が収縮を開始する直前のゴ
ム支承据付装置を示す一部縦断側面図、第12図は第1
1図のE−E線断面図、第13図は第1I図のF−F線
断面図、第14図は桁材が収縮を開始する直前における
ゴム支承と下部支持盤および上部支持盤との滑り構造お
よびストッパ金具を拡大して示す縦断側面図である。第
15図は桁材が全収縮量の約半分だけ収縮したときの各
部分の状態を示す一部縦断側面図、第16図はストッパ
が前部突条とゴム支承の上部金属板との間に挿入された
状態を示す縦断側面図、第17図は第15図の状態から
前進用押圧金具およびストッパ金具を撤去した状態を示
す一部縦断側面図、第18図は桁材の収縮が終了したと
きの各部分の状態を示す一部継断側面図、第19図は桁
材の収縮終了後に固定用金具を取付けた状態を示す一部
縦断側面図、第20図は第19図のG−C線断面図であ
る。 図中、1:支持構造物、2:金属製下部支持盤、3:ゴ
ム支承、4:下部金属板、5:下部係合突起、6:上部
金属板、7:上部係合突起、8;桁材、9:金属製上部
支持盤、10:前進用押圧金具、11:ストッパ金具、
12;ゴム層、14:前部突条、15:後部突条、16
:側部突条、17:滑り支承板、19および20:合成
樹脂製滑り仮、22:前部突条、23:後部突条、24
:側部突条、25:滑り支承板、27および28;ボル
ト、29;固定用金具、30:固定用ボルト、31:固
定用金具、32:固定用ボルト、33:下部支承金具、
34:上部支承金具、35ニス) yパ挿通孔、36:
係止突起、37;鋼板製ストッパ。
1 to 10 show an embodiment of the first invention, in which FIG. 1 is a partially longitudinal side view showing the rubber bearing installation device just before the girder material starts to shrink, and FIG. is A in Figure 1
-A sectional view, Figure 3 is a B-E sectional view of Figure 1, 4th
The figure is an enlarged longitudinal cross-sectional side view showing the sliding structure of the rubber bearing, the lower support plate, and the upper support plate. Figure 5 is a partially longitudinal side view showing the state of each part when the girder material has shrunk by about half of the total amount of contraction, and Figure 6 is the state shown in Figure 5 with the advancement press fitting and stopper metal removed. Fig. 7 is a partially longitudinal side view showing the state of the girder, Fig. 7 is a partially longitudinal side view showing the state of each part when the girder material has finished shrinking, and Fig. 8 shows the fixing fittings installed after the girder material has finished shrinking. A partially longitudinal side view showing the state, FIG. 9 is a sectional view taken along the line C-C in FIG. 8, and FIG. 10 is a sectional view taken along the line D-D in FIG. 8.
FIG. 11 to 20 show an embodiment of the second invention, in which FIG. 11 is a partially vertical side view showing the rubber bearing installation device just before the girder material starts to contract, and FIG. 12 is the first
Figure 13 is a cross-sectional view taken along line E-E in Figure 1, Figure 13 is a cross-sectional view taken along line F-F in Figure 1I, and Figure 14 is a cross-sectional view of the rubber bearing, lower support plate, and upper support plate just before the girder material starts to contract. FIG. 3 is an enlarged vertical cross-sectional side view showing the sliding structure and the stopper fitting. Figure 15 is a partially longitudinal side view showing the state of each part when the girder material has shrunk by about half of its total shrinkage, and Figure 16 shows the stopper between the front protrusion and the upper metal plate of the rubber bearing. Fig. 17 is a partial longitudinal side view showing the state in which the advancing press fitting and stopper fitting have been removed from the state shown in Fig. 15, and Fig. 18 is a longitudinal side view showing the state in which the girder material has finished shrinking. Fig. 19 is a partially jointed side view showing the condition of each part when the girder material has finished shrinking; -C line sectional view. In the figure, 1: support structure, 2: metal lower support board, 3: rubber support, 4: lower metal plate, 5: lower engagement protrusion, 6: upper metal plate, 7: upper engagement protrusion, 8; Girder material, 9: Metal upper support plate, 10: Advance press fitting, 11: Stopper fitting,
12; Rubber layer, 14: Front protrusion, 15: Rear protrusion, 16
: Side protrusion, 17: Sliding support plate, 19 and 20: Synthetic resin sliding temporary, 22: Front protrusion, 23: Rear protrusion, 24
: side protrusion, 25: sliding support plate, 27 and 28; bolt, 29; fixing metal fitting, 30: fixing bolt, 31: fixing metal fitting, 32: fixing bolt, 33: lower support metal fitting,
34: Upper support metal fitting, 35 varnish) Y pa insertion hole, 36:
Locking protrusion, 37; stopper made of steel plate.

Claims (2)

【特許請求の範囲】[Claims] (1)支持構造物1の上部に固定されている金属製下部
支持盤2に載置したゴム支承3における下部金属板4の
側部に下部係合突起5を一体に設け、前記ゴム支承3に
おける上部金属板6の側部に上部係合突起7を一体に設
け、桁材8の下部に固定されてゴム支承3に載置されて
いる金属製上部支持盤9に、前記下部係合突起5におけ
る桁材収縮方向の後部に係合させた前進用押圧金具10
を着脱自在に固定し、前記上部係合突起7における桁材
収縮方向の前部に係合させたストッパ金具11を金属製
下部支持盤2に着脱自在に固定し、次に桁材8の収縮に
より金属製上部支持盤9、前進用押圧金具10および下
部係合突起5を介してゴム支承3における下部金属板4
を前方に押圧して、ゴム支承3におけるゴム層12を、
そのゴム層12における下側が前方に偏位するようにせ
ん断変形させ、次に前記前進用押圧金具10およびスト
ッパ金具11を取外したのち、桁材8の収縮により金属
製上部支持盤9を介してゴム支承3の上部金属板6を前
進移動させて、ゴム支承3におけるゴム層12のせん断
変形を除去するゴム支承の据付方法。
(1) A lower engaging protrusion 5 is integrally provided on the side of the lower metal plate 4 of the rubber bearing 3 placed on the metal lower support plate 2 fixed to the upper part of the support structure 1, and the rubber bearing 3 An upper engaging protrusion 7 is integrally provided on the side of the upper metal plate 6 in 5, the advancing press fitting 10 is engaged with the rear part in the contraction direction of the girder material.
The stopper fitting 11 engaged with the front part of the upper engagement protrusion 7 in the contraction direction of the beam material is removably fixed to the metal lower support plate 2, and then the contraction of the beam material 8 is removably fixed. The lower metal plate 4 of the rubber support 3 is connected to the rubber support 3 via the metal upper support plate 9, the advancing press fitting 10, and the lower engagement protrusion 5.
Press the rubber layer 12 of the rubber bearing 3 forward,
The lower side of the rubber layer 12 is sheared and deformed so as to be deviated forward, and then the advancement press fitting 10 and the stopper fitting 11 are removed. A method for installing a rubber bearing in which shear deformation of a rubber layer 12 in the rubber bearing 3 is removed by moving the upper metal plate 6 of the rubber bearing 3 forward.
(2)支持構造物1の上部に固定されている金属製下部
支持盤2に載置したゴム支承3に、桁材8の下部に固定
されている金属製上部支持盤9を載置し、ゴム支承3に
おける下部金属板4の桁材収縮方向の後部に、前記上部
支持盤9に着脱自在に固定した前進用押圧金具10を係
合させ、ゴム支承3における上部金属板6の前部に、前
記下部支持盤2に着脱自在に固定したストッパ金具11
を係合させ、次に桁材8の収縮により上部支持盤9およ
び前進用押圧金具10を介してゴム支承3における下部
金属板4を前方に押圧して、ゴム支承3におけるゴム層
12を、そのゴム層12における下側が前方に偏位する
ようにせん断変形させ、次に前記前進用押圧金具10お
よびストッパ金具11を取外したのち、桁材8の収縮に
より前記上部支持盤9を介してゴム支承3の上部金属板
6を前進移動させて、ゴム支承3におけるゴム層12の
せん断変形を除去するゴム支承の据付方法。
(2) Place the metal upper support plate 9 fixed to the lower part of the girder 8 on the rubber support 3 placed on the metal lower support plate 2 fixed to the upper part of the support structure 1, An advancement pressing fitting 10 detachably fixed to the upper support plate 9 is engaged with the rear part of the lower metal plate 4 of the rubber bearing 3 in the direction of girder material contraction, and the front part of the upper metal plate 6 of the rubber bearing 3 is engaged. , a stopper fitting 11 detachably fixed to the lower support plate 2;
The lower metal plate 4 of the rubber bearing 3 is then pressed forward through the upper support plate 9 and the advancing press fitting 10 by the contraction of the girder 8, and the rubber layer 12 of the rubber bearing 3 is The lower side of the rubber layer 12 is sheared and deformed so as to be deviated forward, and then the advancement press fitting 10 and the stopper fitting 11 are removed. A method for installing a rubber bearing in which shear deformation of a rubber layer 12 in a rubber bearing 3 is removed by moving the upper metal plate 6 of the bearing 3 forward.
JP23877688A 1988-09-26 1988-09-26 Installation of rubber bearing Granted JPH0288807A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23877688A JPH0288807A (en) 1988-09-26 1988-09-26 Installation of rubber bearing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23877688A JPH0288807A (en) 1988-09-26 1988-09-26 Installation of rubber bearing

Publications (2)

Publication Number Publication Date
JPH0288807A true JPH0288807A (en) 1990-03-29
JPH0413488B2 JPH0413488B2 (en) 1992-03-09

Family

ID=17035107

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23877688A Granted JPH0288807A (en) 1988-09-26 1988-09-26 Installation of rubber bearing

Country Status (1)

Country Link
JP (1) JPH0288807A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100419252B1 (en) * 2001-08-28 2004-02-19 (주)엠피기술산업 Apparatus for supporting bridge structures
KR100513852B1 (en) * 2002-08-07 2005-09-09 (주)엠피기술산업 A bearing apparatus for structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100419252B1 (en) * 2001-08-28 2004-02-19 (주)엠피기술산업 Apparatus for supporting bridge structures
KR100513852B1 (en) * 2002-08-07 2005-09-09 (주)엠피기술산업 A bearing apparatus for structure

Also Published As

Publication number Publication date
JPH0413488B2 (en) 1992-03-09

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