JPH0380209B2 - - Google Patents

Info

Publication number
JPH0380209B2
JPH0380209B2 JP24244987A JP24244987A JPH0380209B2 JP H0380209 B2 JPH0380209 B2 JP H0380209B2 JP 24244987 A JP24244987 A JP 24244987A JP 24244987 A JP24244987 A JP 24244987A JP H0380209 B2 JPH0380209 B2 JP H0380209B2
Authority
JP
Japan
Prior art keywords
rubber bearing
rubber
movable support
support plate
upper structure
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.)
Expired
Application number
JP24244987A
Other languages
Japanese (ja)
Other versions
JPS6490304A (en
Inventor
Hisashi Ito
Makoto Domae
Shiro Matsumoto
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.)
TOKYO FUABURITSUKU KOGYO KK
Original Assignee
TOKYO FUABURITSUKU KOGYO KK
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 TOKYO FUABURITSUKU KOGYO KK filed Critical TOKYO FUABURITSUKU KOGYO KK
Priority to JP24244987A priority Critical patent/JPS6490304A/en
Publication of JPS6490304A publication Critical patent/JPS6490304A/en
Publication of JPH0380209B2 publication Critical patent/JPH0380209B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、コンクリート製橋桁等の構造物を
施工する際に、構造物支承用ゴム支承を、そのゴ
ム支承におけるゴム層のせん断変形を防止しなが
ら滑り移動させて据付ける方法に関するものであ
る。
[Detailed Description of the Invention] [Industrial Application Field] This invention provides a rubber bearing for supporting a structure that prevents shear deformation of the rubber layer in the rubber bearing when constructing a structure such as a concrete bridge girder. This relates to a method of installing the device by sliding it while moving it.

〔従来技術〕[Prior art]

鉄筋コンクリートまたはプレストレストコンク
リートの連続橋桁等の上部構造物を、橋台、橋脚
等の下部構造物にわたつて架設施工する場合、架
設施工中の上部構造物のクリープ等により上部構
造物が下部構造物に対し相対的に移動する。この
ため下部構造物の上にゴム支承を介在させて上部
構造物を架設施工した場合は、架設施工中にゴム
支承におけるゴム層がせん断変形し、架設後に気
温変化により上部構造物が伸縮するとゴム支承に
おけるゴム層にせん断変形がさらに加えられるの
で、せん断変形が過大になつてゴム層に悪影響を
及ぼす。
When constructing a superstructure such as a continuous bridge girder made of reinforced concrete or prestressed concrete over substructures such as abutments or piers, creep of the superstructure during construction may cause the superstructure to move against the substructure. Move relatively. Therefore, if a superstructure is constructed with rubber bearings interposed on top of the substructure, the rubber layer in the rubber bearings will undergo shear deformation during construction, and if the superstructure expands and contracts due to temperature changes after erection, the rubber Since shear deformation is further applied to the rubber layer in the bearing, the shear deformation becomes excessive and has a negative effect on the rubber layer.

この対策として、下部構造物の上に滑り移動式
ゴム支承を介して上部構造物を施工することが考
えられ、また滑り移動式ゴム支承としては、特公
昭58−41365号公報に示されているように、下部
構造物の上部に固定される金属製支承部材の上面
に、その中間部上面に位置する滑り板と端部上面
に位置する滑動抑制部とを設け、ゴム支承におけ
る下部硬質板を前記滑り板に載置した構造のもの
が知られている。
As a countermeasure to this problem, it may be possible to construct the upper structure on top of the lower structure using sliding rubber bearings. In this way, a sliding plate located on the upper surface of the middle part and a sliding suppressing part located on the upper surface of the end part are provided on the upper surface of the metal support member fixed to the upper part of the lower structure, and the lower hard plate of the rubber bearing is provided. A structure in which the device is placed on the sliding plate is known.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかるに、前記従来の滑り移動式ゴム支承を使
用して上部構造物を施工した場合、前記滑り板と
ゴム支承の下部硬質板との間には、比較的小さい
が摩擦抵抗があるので、上部構造物が下部構造物
に対し相対的に移動したとき、ゴム支承のゴム層
がせん断変形する。また前記従来の滑り移動式ゴ
ム支承の場合は、上部構造物の施工後も、滑り板
を有する支承部材に対しゴム支承が固定されない
ので、上部構造物に対し水平地震力が作用したと
き、ゴム支承が支承部材に対しずれ動くことにな
り不安定である。
However, when constructing an upper structure using the conventional sliding rubber bearing, there is a relatively small frictional resistance between the sliding plate and the lower hard plate of the rubber bearing, so that the upper structure When an object moves relative to the substructure, the rubber layer of the rubber support undergoes shear deformation. In addition, in the case of the conventional sliding type rubber bearing, even after the construction of the superstructure, the rubber bearing is not fixed to the bearing member having the sliding plate, so when a horizontal seismic force acts on the superstructure, the rubber bearing This causes the support to shift relative to the support member, resulting in instability.

〔発明の目的、構成〕[Purpose and structure of the invention]

この発明は、前述の問題を有利に解決できる構
造物支承用ゴム支承のせん断変形防止滑り据付方
法を提供することを目的とするものであつて、こ
の発明の要旨とするところは、上部に滑り面およ
びストツパを備えている金属製支承部材1を、下
部構造物2の上部に固定し、金属製可動支持板3
の下面に固着された滑り板4を前記支承部材1の
滑り面に載置し、ゴム支承5の下部を前記可動支
持板3の上部に設けられた凹部6に嵌合し、ゴム
支承5における上部構造物長手方向の両側面に当
接したせん断変形防止部材7の両端部を、連結部
材8を介して連結して、ゴム支承せん断変形防止
用押え枠9を構成し、ゴム支承5の上に上部構造
物10を架設施工する際の下部構造物2に対する
上部構造物10の移動により、前記押え枠9によ
つてせん断変形を防止されているゴム支承5と可
動支持板3とを滑り移動させ、次に前記押え枠9
を取外し、かつ前記可動支持板3を、上部構造物
長手方向に移動しないようにスペーサを介して支
承部材1のストツパに係止することを特徴とする
構造物支承用ゴム支承のせん断変形防止滑り据付
方法にある。
The object of the present invention is to provide a method for installing a rubber bearing for structural support that prevents shear deformation from sliding, which can advantageously solve the above-mentioned problem. A metal support member 1 having a surface and a stopper is fixed to the upper part of the lower structure 2, and a metal movable support plate 3 is fixed to the upper part of the lower structure 2.
The sliding plate 4 fixed to the lower surface is placed on the sliding surface of the support member 1, and the lower part of the rubber bearing 5 is fitted into the recess 6 provided in the upper part of the movable support plate 3. Both ends of the shear deformation prevention member 7 in contact with both sides of the upper structure in the longitudinal direction are connected via a connecting member 8 to constitute a rubber bearing shear deformation prevention holding frame 9, and the upper part of the rubber bearing 5 is When the upper structure 10 is erected, the upper structure 10 moves relative to the lower structure 2, causing the rubber support 5 and the movable support plate 3, which are prevented from shearing deformation by the presser frame 9, to slide. and then press the presser frame 9.
Shear deformation prevention slippage of a rubber bearing for supporting a structure, characterized in that the movable support plate 3 is locked to a stopper of the support member 1 via a spacer so as not to move in the longitudinal direction of the superstructure. It's in the installation method.

〔実施例〕〔Example〕

次にこの発明を図示の例によつて詳細に説明す
る。
Next, the present invention will be explained in detail using illustrated examples.

第1図ないし第7図はこの発明の第1実施例を
示すものであつて、まず第1図ないし第5図に示
すように、鋼板等の金属板からなる支承部材1の
下部に多数のアンカー部材11が溶接により固着
され、かつ支承部材1における上部構造物巾方向
の両側の上部には、上部構造物長手方向の中央部
においてストツパ12が一体に設けられ、前記支
承部材1の上面にステンレス鋼板13が接着剤ま
たは溶接等により固着され、そのステンレス鋼板
13の上面が滑り面を形成し、前記アンカー部材
11および支承部材1は鉄筋コンクリートの橋台
または橋脚等の下部構造物2の上部に埋込固定さ
れる。
1 to 7 show a first embodiment of the present invention. First, as shown in FIGS. 1 to 5, a large number of The anchor member 11 is fixed by welding, and a stopper 12 is integrally provided at the upper part of both sides of the support member 1 in the width direction of the upper structure in the longitudinal direction of the upper structure. A stainless steel plate 13 is fixed by adhesive or welding, and the upper surface of the stainless steel plate 13 forms a sliding surface, and the anchor member 11 and the support member 1 are embedded in the upper part of a substructure 2 such as a reinforced concrete abutment or pier. Fixed.

鋼板等の金属板からなる可動支持板3の下面
に、四フツ化エチレンからなる滑り板4が接着剤
等により固着され、かつ可動支持板3の上面には
ゴム支承嵌合用凹部6が設けられ、さらに可動支
持板3における上部構造物巾方向の両側には、そ
れぞれ一対の突出部14が上部構造物長手方向に
間隔をおいて一体に設けられ、前記滑り板4が支
承部材1の滑り面に載置されると共に、一対の突
出部14の間のほぼ中央にストツパ12が配置さ
れ、そのストツパ12と各突出部14との間に、
ほぼ等しい長さの空間が設けられている。
A sliding plate 4 made of tetrafluoroethylene is fixed to the lower surface of the movable support plate 3 made of a metal plate such as a steel plate with an adhesive or the like, and a recess 6 for fitting a rubber bearing is provided on the upper surface of the movable support plate 3. Furthermore, on both sides of the movable support plate 3 in the width direction of the upper structure, a pair of protrusions 14 are integrally provided at intervals in the longitudinal direction of the upper structure. At the same time, a stopper 12 is arranged approximately in the center between the pair of protrusions 14, and between the stopper 12 and each protrusion 14,
Spaces of approximately equal length are provided.

ゴム支承5の下部は可動支持板3の上部の凹部
6に嵌合され、かつゴム支承5における上部構造
物長手方向の両側面には、L形断面の鋼製せん断
変形防止部材7における垂直板が当接され、さら
に各せん断変形防止部材7の両端部はボルトから
なる連結部材8により連結されると共に、その連
結部材8により各せん断変形防止部材7の垂直面
がゴム支承5の両側面に締付固定され、前記各せ
ん断変形防止部材7と各連結部材8とによりゴム
支承せん断変形防止用押え枠9が構成されてい
る。
The lower part of the rubber bearing 5 is fitted into the recess 6 in the upper part of the movable support plate 3, and on both sides of the rubber bearing 5 in the longitudinal direction of the upper structure are vertical plates of a steel shear deformation prevention member 7 having an L-shaped cross section. Further, both ends of each shear deformation prevention member 7 are connected by a connecting member 8 made of a bolt, and the vertical surface of each shear deformation prevention member 7 is connected to both sides of the rubber support 5 by the connecting member 8. The rubber bearing shear deformation prevention presser frame 9 is constituted by the respective shear deformation prevention members 7 and the respective connection members 8 which are tightened and fixed.

ゴム支承5の上端を嵌合する下向き開口凹部1
5を備えている鋼製上部係合部材16の上部に、
多数のアンカー部材17が溶接により固着され、
かつゴム支承5の上端部に上部係合部材16の下
向き開口凹部15が嵌合されている。
A downward opening recess 1 into which the upper end of the rubber bearing 5 is fitted
On the upper part of the steel upper engagement member 16 comprising 5,
A large number of anchor members 17 are fixed by welding,
Further, a downward opening recess 15 of the upper engaging member 16 is fitted into the upper end of the rubber support 5 .

次に前記上部係合部材16の上部に、鉄筋コン
クリートまたはプレストレストコンクリートの連
続橋桁等の上部構造物10が施工され、上部構造
物10の施工中に、乾燥収縮、クリープあるいは
その他の原因により、上部構造物10における被
支承部が下部構造物2に対し相対的に移動する場
合は、前記押え枠9におけるせん断変形防止部材
7によりゴム支承5のゴム層のせん断変形が防止
されながら、滑り板4付きの可動支持板3とゴム
支承5と上部係合部材16とが、上部構造物10
と一体になつてステンレス鋼板13の上を滑り移
動する。
Next, a superstructure 10 such as a continuous bridge girder made of reinforced concrete or prestressed concrete is constructed on top of the upper engaging member 16, and during the construction of the superstructure 10, the superstructure When the supported portion of the object 10 moves relative to the lower structure 2, the shear deformation prevention member 7 in the presser frame 9 prevents the rubber layer of the rubber bearing 5 from being sheared, and the sliding plate 4 is moved. The movable support plate 3, the rubber bearing 5, and the upper engagement member 16 are connected to the upper structure 10.
It slides and moves on the stainless steel plate 13 as one body.

上部構造物10の架設施工時における前記滑り
移動が終了したのち、前記押え枠9がゴム支承か
ら取外され、次に第6図および第7図に示すよう
に、溝形のスペーサ18における各腕が前記スト
ツパ12と各突出部14との間の空間に嵌入さ
れ、前記スペーサ18に挿通されたボルト19が
ストツパ12に設けられた雌ねじ孔に螺合され、
前記ボルト19によりスペーサ18がストツパ1
2に固定される。
After the sliding movement during construction of the upper structure 10 is completed, the presser frame 9 is removed from the rubber bearing, and then, as shown in FIGS. 6 and 7, each of the groove-shaped spacers 18 The arm is inserted into the space between the stopper 12 and each protrusion 14, and the bolt 19 inserted through the spacer 18 is screwed into a female threaded hole provided in the stopper 12.
The spacer 18 is moved to the stopper 1 by the bolt 19.
It is fixed at 2.

このようにすると、支承部材1の両側のストツ
パ12により、スペーサ18を介して可動支持板
3が上部構造物長手方向に移動しないように保持
され、かつ両側のストツパ12により可動支持板
3が上部構造物巾方向に移動しないように保持さ
れ、さらにゴム支承5の下部は可動支持板3の凹
部6に嵌合されているので、ゴム支承5の下部は
水平方向に移動しないように保持される。また上
部構造物10の架設施工後に、気温変化により上
部構造物10が伸縮した場合は、ゴム支承5のゴ
ム層がせん断変形される。
In this way, the movable support plate 3 is held by the stoppers 12 on both sides of the support member 1 via the spacer 18 so as not to move in the longitudinal direction of the upper structure, and the movable support plate 3 is held in the upper part by the stoppers 12 on both sides. The lower part of the rubber bearing 5 is held so as not to move in the width direction of the structure, and since the lower part of the rubber bearing 5 is fitted into the recess 6 of the movable support plate 3, the lower part of the rubber bearing 5 is held so as not to move in the horizontal direction. . Further, when the upper structure 10 expands or contracts due to a change in temperature after the upper structure 10 is constructed, the rubber layer of the rubber support 5 is sheared and deformed.

第8図ないし第13図はこの発明の第2実施例
を示すものであつて、まず第8図ないし第11図
に示すように、上部構造物長手方向の両端にスト
ツパ20,21を備えている鋼製またはその他の
金属製支承部材1の下部に多数のアンカー部材1
1が溶接により固着され、かつ前記支承部材1に
おける上部構造物巾方向の両側に、それぞれ上部
構造物長手方向に延長するガイド兼支承用突条2
2が一体に設けられ、さらに前記支承部材1の上
面にステンレス鋼板13が接着剤または溶接等に
より固着され、そのステンレス鋼板13の上面が
滑り面を形成し、前記アンカー部材11および支
承部材1は、鉄筋コンクリートの橋台または橋脚
等の下部構造物2の上部に埋込固定される。
FIGS. 8 to 13 show a second embodiment of the present invention. First, as shown in FIGS. 8 to 11, stoppers 20 and 21 are provided at both ends of the upper structure in the longitudinal direction. A number of anchor members 1 are attached to the bottom of a steel or other metal support member 1.
1 is fixed by welding, and guide/support ridges 2 extend in the longitudinal direction of the upper structure on both sides of the support member 1 in the width direction of the upper structure.
2 are integrally provided, and a stainless steel plate 13 is fixed to the upper surface of the support member 1 by adhesive or welding, and the upper surface of the stainless steel plate 13 forms a sliding surface. , is embedded and fixed in the upper part of a substructure 2 such as a reinforced concrete bridge abutment or bridge pier.

鋼板等の金属板からなる可動支持板3の下面
に、四フツ化エチレンからなる滑り板4が接着剤
等により固着され、かつ可動支持板3の上面には
ゴム支承嵌合用凹部6が設けられ、さらに可動支
持板3における上部構造物長手方向の両側には、
上部構造物巾方向の一端部から他端部に向かつて
上部構造物長手方向に偏位するように傾斜する斜
面23が設けられている。前記可動支持板3の下
面の滑り板4はステンレス鋼板13に載置され、
かつ各ストツパ20,21と各斜面23との間に
は、ほぼ等しい大きさの空間が設けられている。
A sliding plate 4 made of tetrafluoroethylene is fixed to the lower surface of the movable support plate 3 made of a metal plate such as a steel plate with an adhesive or the like, and a recess 6 for fitting a rubber bearing is provided on the upper surface of the movable support plate 3. , Furthermore, on both sides of the upper structure in the longitudinal direction of the movable support plate 3,
A slope 23 is provided that slopes from one end in the width direction of the upper structure to the other end so as to be deviated in the longitudinal direction of the upper structure. The sliding plate 4 on the lower surface of the movable support plate 3 is placed on a stainless steel plate 13,
Moreover, a space of approximately the same size is provided between each stopper 20, 21 and each slope 23.

ゴム支承5の下部は可動支持板3の上部の凹部
6に嵌合され、かつゴム支承5における上部構造
物長手方向の両側面には、L形断面の鋼製せん断
変形防止部材7における垂直板が当接され、さら
に各せん断変形防止部材7の両端部は締付ボルト
24を有する鋼製連結部材8により連結されると
共に、その締付ボルト24により各せん断変形防
止部材7の垂直面がゴム支承5の両側面に締付固
定され、前記せん断変形防止部材7と各連結部材
8とによりゴム支承せん断変形防止用押え枠9が
構成されている。
The lower part of the rubber bearing 5 is fitted into the recess 6 in the upper part of the movable support plate 3, and on both sides of the rubber bearing 5 in the longitudinal direction of the upper structure are vertical plates of a steel shear deformation prevention member 7 having an L-shaped cross section. furthermore, both ends of each shear deformation prevention member 7 are connected by a steel connecting member 8 having a tightening bolt 24, and the vertical surface of each shear deformation prevention member 7 is made of rubber by the tightening bolt 24. The rubber bearing shear deformation prevention presser frame 9 is configured by the shear deformation prevention member 7 and each connecting member 8, which is tightened and fixed to both sides of the support 5.

次に前記ゴム支承5の上部に、鉄筋コンクリー
トまたはプレストレストコンクリートの連続橋桁
等の上部構造物10が施工され、上部構造物10
の施工中に、乾燥収縮、クリープあるいはその他
の原因により、上部構造物10における被支承部
が下部構造物2に対し相対的に移動する場合は、
前記押え枠9におけるせん断変形防止部材7によ
りゴム支承5のゴム層のせん断変形が防止されな
がら、滑り板4付きの可動支持板3とゴム支承5
とが、上部構造物10と一体になつてステンレス
鋼板13の上を滑に移動する。
Next, a superstructure 10 such as a continuous bridge girder made of reinforced concrete or prestressed concrete is constructed on top of the rubber bearing 5.
During construction, if the supported part of the upper structure 10 moves relative to the lower structure 2 due to drying shrinkage, creep, or other causes,
While the shear deformation prevention member 7 in the presser frame 9 prevents shear deformation of the rubber layer of the rubber bearing 5, the movable support plate 3 with the sliding plate 4 and the rubber bearing 5
moves smoothly over the stainless steel plate 13 integrally with the upper structure 10.

上部構造物10の架設施工時における前記滑り
移動が終了したのち、前記押え枠9がゴム支承か
ら取外され、次に第12図および第13図に示す
ように、各ストツパ20,21と可動支持板3に
おける各斜面23との間に、鋼製またはその他の
金属製の楔板からなるスペーサ25,26が、上
部構造物巾方向から嵌入されたのち、スペーサ2
5,26の長孔27に挿通されたボルト28が支
承部材1の雌ねじ孔29に螺合され、そのボルト
28によりスペーサ25,26が支承部材1に固
定される。
After the sliding movement during the construction of the upper structure 10 is completed, the presser frame 9 is removed from the rubber support, and then movable with each stopper 20, 21 as shown in FIGS. 12 and 13. Spacers 25 and 26 made of wedge plates made of steel or other metal are inserted between the support plate 3 and each slope 23 from the width direction of the upper structure, and then the spacers 2
Bolts 28 inserted into the elongated holes 27 of 5 and 26 are screwed into female threaded holes 29 of the support member 1, and the spacers 25 and 26 are fixed to the support member 1 by the bolts 28.

このようにすると、支承部材1における上部構
造物巾方向の両側のガイド兼支承用突条22と各
スペーサ25,26とにより可動支持板3が水平
方向に移動しないように保持され、かつゴム支承
5の下部は可動支持板3の凹部6に嵌合されてい
るので、ゴム支承5の下部は水平方向に移動しな
いように保持される。また上部構造物の架設施工
後に、気温変化により上部構造物2が伸縮した場
合は、ゴム支承5のゴム層がせん断変形される。
In this way, the movable support plate 3 is held so as not to move in the horizontal direction by the guide/support ridges 22 on both sides of the support member 1 in the width direction of the upper structure and the spacers 25 and 26, and the rubber support Since the lower part of the rubber support 5 is fitted into the recess 6 of the movable support plate 3, the lower part of the rubber support 5 is held so as not to move in the horizontal direction. Further, when the upper structure 2 expands or contracts due to temperature changes after the upper structure is constructed, the rubber layer of the rubber support 5 is sheared and deformed.

第2実施例の場合は、楔板からなるスペーサ2
5,26を使用しているので、スペーサ25,2
6とストツパ20,21と可動支持板3との間に
間隙が生じないようにして、スペーサ25,26
を容易に設置することができる。
In the case of the second embodiment, the spacer 2 made of a wedge plate
Since spacers 5 and 26 are used, spacers 25 and 2 are used.
6, the stoppers 20, 21, and the movable support plate 3 so that no gaps are formed between the spacers 25, 26.
can be easily installed.

第2実施例の場合、ストツパ20,21の透孔
に挿通したボルトをスペーサ25,26に設けた
雌ねじ孔に螺合し、そのボルトによりスペーサ2
5,26をストツパ20,21に固定してもよ
い。
In the case of the second embodiment, bolts inserted into the through holes of the stoppers 20 and 21 are screwed into female threaded holes provided in the spacers 25 and 26, and the bolts are used to hold the spacers 2 and 2.
5 and 26 may be fixed to the stoppers 20 and 21.

第2実施例の場合、ゴム支承5におけるゴム層
とコンクリートとの摩擦抵抗は著しく大きいの
で、鉄筋コンクリートまたはプレストレストコン
クリートの連続橋桁等の上部構造物10の架設施
工中に、ゴム支承5のゴム層と上部構造物10と
が相対的にずれ動くことはない。しかし、第2実
施例の場合も、ゴム支承5の上部と上部構造物1
0との間に、第1実施例に示されたアンカー部材
17付きの上部係合部材16を設けてもよい。
In the case of the second embodiment, since the frictional resistance between the rubber layer of the rubber bearing 5 and concrete is extremely large, the rubber layer of the rubber bearing 5 is There is no relative displacement between the upper structure 10 and the upper structure 10. However, also in the case of the second embodiment, the upper part of the rubber bearing 5 and the upper structure 1
0 may be provided with the upper engaging member 16 with the anchor member 17 shown in the first embodiment.

この発明を実施する場合、前記ステンレス鋼板
13に代えて四フツ化エチレン等の合成樹脂板を
使用しこれを支承部材1に対し接着剤により固着
してもよい。また前記ステンレス鋼板13を省略
して、支承部材1をステンレス鋼により製作して
もよい。
When carrying out this invention, a synthetic resin plate made of tetrafluoroethylene or the like may be used instead of the stainless steel plate 13, and this may be fixed to the support member 1 with an adhesive. Furthermore, the stainless steel plate 13 may be omitted and the support member 1 may be made of stainless steel.

ゴム支承5におけるゴム層内に鋼板等の補強材
を埋込固定してもよく、また第1実施例の場合
は、ゴム層の上下両面に金属板を固着してゴム支
承を構成してもよく、さらに第2実施例の場合
は、ゴム層の下面に金属板を固着してゴム支承を
構成してもよい。
A reinforcing material such as a steel plate may be embedded and fixed in the rubber layer of the rubber bearing 5, or in the case of the first embodiment, the rubber bearing may be constructed by fixing metal plates to both the upper and lower surfaces of the rubber layer. Furthermore, in the case of the second embodiment, a metal plate may be fixed to the lower surface of the rubber layer to constitute a rubber support.

〔発明の効果〕〔Effect of the invention〕

この発明によれば、上部に滑り面およびストツ
パを備えている金属製支承部材1を、下部構造物
2の上部に固定し、金属製可動支持板3の下面に
固着された滑り板4を前記支承部材1の滑り面に
載置し、ゴム支承5の下部を前記可動支持板3の
上部に設けられた凹部6に嵌合し、ゴム支承5に
おける上部構造物長手方向の両側面に当接したせ
ん断変形防止部材7の両端部を、連結部材8を介
して連結して、ゴム支承せん断変形防止用押え枠
9を構成するので、上部構造物10を架設施工す
る際に、上部構造物10の被支承部が下部構造物
2に対し相対的に移動しても、ゴム支承5におけ
るゴム層がせん断変形されるのを防止することが
でき、さらに上部構造物10の架設施工を終了し
たのちは、前記ゴム支承せん断変形防止用押え枠
9を取外し、かつゴム支承5の下部を嵌合保持し
ている可動支持板3を、上部構造物長手方向に移
動しないようにスペーサを介して支承部材1のス
トツパに係止するので、ゴム支承5の下部を定位
置で強固に安定させると共に、気温変化により上
部構造物10が伸縮する際のゴム支承5のせん断
変形を許容することができ、またゴム支承5の下
部は可動支持板3の凹部6に着脱自在に嵌合され
ているので、ゴム支承5が老化あるいは損傷した
場合は、ゴム支承5のみを交換することができ、
さらに可動支持板3とゴム支承5とを別個に製作
できるので、製作も容易である等の効果が得られ
る。
According to this invention, a metal support member 1 having a sliding surface and a stopper on its upper part is fixed to the upper part of a lower structure 2, and a sliding plate 4 fixed to the lower surface of a metal movable support plate 3 is fixed to the upper part of a lower structure 2. It is placed on the sliding surface of the support member 1, and the lower part of the rubber support 5 is fitted into the recess 6 provided in the upper part of the movable support plate 3, and comes into contact with both sides of the upper structure in the longitudinal direction of the rubber support 5. Both ends of the shear deformation prevention member 7 are connected via the connecting member 8 to form the rubber bearing shear deformation prevention presser frame 9. Therefore, when constructing the upper structure 10, the upper structure 10 Even if the supported part of the rubber bearing 5 moves relative to the lower structure 2, the rubber layer in the rubber bearing 5 can be prevented from being sheared and deformed. The rubber bearing shear deformation prevention presser frame 9 is removed, and the movable support plate 3, which fits and holds the lower part of the rubber bearing 5, is attached to the support member via a spacer so as not to move in the longitudinal direction of the upper structure. 1, the lower part of the rubber bearing 5 can be firmly stabilized in a fixed position, and can tolerate shear deformation of the rubber bearing 5 when the upper structure 10 expands and contracts due to temperature changes. Since the lower part of the rubber bearing 5 is removably fitted into the recess 6 of the movable support plate 3, if the rubber bearing 5 becomes aged or damaged, only the rubber bearing 5 can be replaced.
Furthermore, since the movable support plate 3 and the rubber bearing 5 can be manufactured separately, advantages such as easy manufacturing can be obtained.

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

第1図ないし第7図はこの発明の第1実施例を
示すものであつて、第1図は上部構造物の架設施
工準備を完了した状態を示す縦断側面図、第2図
はその縦断側面図、第3図はその平面図、第4図
は第2図の一部を拡大して示す縦断側面図、第5
図は支承部材に可動支持板を載置した状態を示す
平面図、第6図はゴム支承の据付けを完了した状
態を示す縦断側面図、第7図は第6図のA−A線
断面図である。第8図ないし第13図はこの発明
の第2実施例を示すものであつて、第8図は上部
構造物の架設施工準備を完了した状態を示す縦断
側面図、第9図はその平面図、第10図は第9図
のB−B線断面図、第11図は第9図のC−C線
断面図、第12図はゴム支承の据付けを完了した
状態を示す縦断側面図、第13図は第12図のD
−D線断面図である。 図において、1は金属製支承部材、2は下部構
造物、3は金属製可動支持板、4は滑り板、5は
ゴム支承、6は凹部、7はせん断変形防止部材、
8は連結部材、9はゴム支承せん断変形防止用押
え枠、10は上部構造物、11はアンカー部材、
12はストツパ、13はステンレス鋼板、14は
突出部、15は下向き開口凹部、16は鋼製上部
係合部材、17はアンカー部材、18はスペー
サ、19はボルト、20および21はストツパ、
22はガイド兼支承突条、24は締付ボルト、2
5および26はスペーサ、28はボルトである。
1 to 7 show a first embodiment of the present invention, in which FIG. 1 is a longitudinal side view showing a state in which construction preparations for the superstructure have been completed, and FIG. 2 is a longitudinal side view thereof. Fig. 3 is a plan view, Fig. 4 is a longitudinal side view showing an enlarged part of Fig.
The figure is a plan view showing the state in which the movable support plate is placed on the support member, Figure 6 is a longitudinal side view showing the state in which the rubber bearing has been installed, and Figure 7 is a cross-sectional view taken along line A-A in Figure 6. It is. 8 to 13 show a second embodiment of the present invention, in which FIG. 8 is a vertical side view showing a state in which preparations for construction of the superstructure have been completed, and FIG. 9 is a plan view thereof. , FIG. 10 is a sectional view taken along line B-B in FIG. 9, FIG. 11 is a sectional view taken along line C-C in FIG. Figure 13 is D in Figure 12.
-D line sectional view. In the figure, 1 is a metal support member, 2 is a lower structure, 3 is a metal movable support plate, 4 is a sliding plate, 5 is a rubber support, 6 is a recess, 7 is a shear deformation prevention member,
8 is a connecting member, 9 is a rubber support holding frame for preventing shear deformation, 10 is an upper structure, 11 is an anchor member,
12 is a stopper, 13 is a stainless steel plate, 14 is a protrusion, 15 is a downward opening recess, 16 is a steel upper engagement member, 17 is an anchor member, 18 is a spacer, 19 is a bolt, 20 and 21 are stoppers,
22 is a guide and support protrusion, 24 is a tightening bolt, 2
5 and 26 are spacers, and 28 is a bolt.

Claims (1)

【特許請求の範囲】[Claims] 1 上部に滑り面およびストツパを備えている金
属製支承部材1を、下部構造物2の上部に固定
し、金属製可動支持板3の下面に固着された滑り
板4を前記支承部材1の滑り面に載置し、ゴム支
承5の下部を前記可動支持板3の上部に設けられ
た凹部6に嵌合し、ゴム支承5における上部構造
物長手方向の両側面に当接したせん断変形防止部
材7の両端部を、連結部材8を介して連結して、
ゴム支承せん断変形防止用押え枠9を構成し、ゴ
ム支承5の上に上部構造物10を架設施工する際
の下部構造物2に対する上部構造物10の移動に
より、前記押え枠9によつてせん断変形を防止さ
れているゴム支承5と可動支持板3とを滑り移動
させ、次に前記押え枠9を取外し、かつ前記可動
支持板3を、上部構造物長手方向に移動しないよ
うにスペーサを介して支承部材1のストツパに係
止することを特徴とする構造物支承用ゴム支承の
せん断変形防止滑り据付方法。
1. A metal support member 1 equipped with a sliding surface and a stopper on the upper part is fixed to the upper part of the lower structure 2, and a sliding plate 4 fixed to the lower surface of the metal movable support plate 3 is used to prevent the support member 1 from sliding. A shear deformation prevention member placed on a surface, the lower part of the rubber bearing 5 fitting into the recess 6 provided in the upper part of the movable support plate 3, and abutting against both longitudinal sides of the upper structure in the rubber bearing 5. 7 are connected via a connecting member 8,
A holding frame 9 for preventing rubber bearing shear deformation is configured, and when the upper structure 10 is constructed on the rubber bearing 5, movement of the upper structure 10 with respect to the lower structure 2 causes shearing by the holding frame 9. The rubber bearing 5, which is prevented from being deformed, and the movable support plate 3 are slid and moved, and then the presser frame 9 is removed, and the movable support plate 3 is placed with a spacer in between so as not to move in the longitudinal direction of the upper structure. A method for installing a rubber bearing for supporting a structure by preventing slippage from shearing deformation, the method comprising: locking the rubber bearing to a stopper of a bearing member 1;
JP24244987A 1987-09-29 1987-09-29 Shearing deformation preventing slide anchoring method of rubber support for supporting structure Granted JPS6490304A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24244987A JPS6490304A (en) 1987-09-29 1987-09-29 Shearing deformation preventing slide anchoring method of rubber support for supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24244987A JPS6490304A (en) 1987-09-29 1987-09-29 Shearing deformation preventing slide anchoring method of rubber support for supporting structure

Publications (2)

Publication Number Publication Date
JPS6490304A JPS6490304A (en) 1989-04-06
JPH0380209B2 true JPH0380209B2 (en) 1991-12-24

Family

ID=17089261

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24244987A Granted JPS6490304A (en) 1987-09-29 1987-09-29 Shearing deformation preventing slide anchoring method of rubber support for supporting structure

Country Status (1)

Country Link
JP (1) JPS6490304A (en)

Also Published As

Publication number Publication date
JPS6490304A (en) 1989-04-06

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