JPH08158317A - Bridge elastic supporting device having rubber supports composed flatly - Google Patents
Bridge elastic supporting device having rubber supports composed flatlyInfo
- Publication number
- JPH08158317A JPH08158317A JP32121994A JP32121994A JPH08158317A JP H08158317 A JPH08158317 A JP H08158317A JP 32121994 A JP32121994 A JP 32121994A JP 32121994 A JP32121994 A JP 32121994A JP H08158317 A JPH08158317 A JP H08158317A
- Authority
- JP
- Japan
- Prior art keywords
- metal plate
- bridge
- support
- plate
- fixed
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、大型のゴム支承体を使
用しないで、支承が大反力と成った場合、製造、試験等
の都合上および重量的に分割して軽量化した支承に関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bearing which is reduced in weight for convenience in manufacturing, testing, etc., and for weight reduction, when a large reaction force is applied to the bearing without using a large rubber bearing. Things.
【0002】[0002]
【従来の技術】大荷量を支承する橋梁支承装置において
は、大型のゴム支承体を使用する必要がある。2. Description of the Related Art A large-sized rubber bearing must be used in a bridge bearing device for supporting a large load.
【0003】[0003]
【発明が解決しようとする課題】大型のゴム支承体は、
重量が重いので、その製品の運搬および製造や試験をお
こなうのが煩雑である。A large rubber bearing is
Due to its heavy weight, it is cumbersome to carry, manufacture and test the product.
【0004】[0004]
【課題を解決するための手段】前述の問題を有利に解決
するために、本発明の平面的に複合された複数のゴム支
承体を有する橋梁弾性支承装置においては、橋台1また
は、橋脚に固定される下部金属板2の下面に、下部係止
突起3を固定し、その下部係止突起3の下部を、下部支
持板4に設けた下部係止孔5に嵌合し、その下部金属板
2の上面に固定されたゴム層6の上面に、上部係止突起
7を備えている上部金属板8を固定し、前記ゴム層6の
上部金属板8に設けた上部係止突起7を、上部支持板9
における上部係合孔10に嵌合した橋梁支承用弾性支承
体11を有する橋梁支承装置において、複数の橋梁支承
用弾性支承体11を同一平面上において近接して並ぶよ
うに設け、各橋梁支承用弾性支承体11における下部支
持板4に載置された下部金属板2における下部係止突起
3を、下部支持板4における下部係止孔5に嵌合し、前
記上部金属板8に設けた上部係合孔10に嵌合して構成
する。また、請求項2の発明においては、下部支持板4
の下面を下部係合孔12を有する下部支承台13に載置
して、その下部支承台13における下部係合孔12を、
下部支持板4における下部係合突起14に嵌合し、前記
上部支持板9の上面に載置した上部支承台15における
上部係合孔17を、前記上部支持板9の係合突起16に
嵌合し、前記下部支承台13を橋台または橋脚1に固定
し、前記上部支承台15を橋梁18に固定する。In order to advantageously solve the above-mentioned problems, in a bridge elastic bearing device having a plurality of planarly supported rubber bearings of the present invention, it is fixed to the abutment 1 or a pier. The lower locking projection 3 is fixed to the lower surface of the lower metal plate 2 to be formed, and the lower part of the lower locking projection 3 is fitted into the lower locking hole 5 provided in the lower support plate 4. The upper metal plate 8 having the upper locking projections 7 is fixed to the upper surface of the rubber layer 6 fixed to the upper surface of 2, and the upper locking projections 7 provided on the upper metal plate 8 of the rubber layer 6 are Upper support plate 9
In the bridge support device having a bridge supporting elastic bearing body 11 fitted in the upper engagement hole 10 in the above, a plurality of bridge supporting elastic bearing bodies 11 are provided so as to be closely arranged on the same plane, and each bridge supporting body The lower locking projections 3 of the lower metal plate 2 placed on the lower support plate 4 of the elastic support 11 are fitted into the lower locking holes 5 of the lower support plate 4, and the upper portion provided on the upper metal plate 8 is provided. It is configured by fitting into the engagement hole 10. Further, in the invention of claim 2, the lower support plate 4
Is placed on a lower support 13 having a lower engagement hole 12, and the lower engagement hole 12 in the lower support 13 is
The upper engagement hole 17 of the upper support 15 mounted on the upper surface of the upper support plate 9 is fitted into the engagement protrusion 16 of the upper support plate 9. Then, the lower support 13 is fixed to the abutment or pier 1, and the upper support 15 is fixed to the bridge 18.
【0005】[0005]
【実施例】図1ないし図3は、本発明の第1実施例に係
る平面的に複合された複数のゴム支承体を有する橋梁弾
性支承装置を示すものであって、ゴム層(このゴム層に
は補強用芯材が埋設されていてもよい)6の下面に、下
部係止突起3を備えている下部金属板2が焼付けにより
一体に固着され、その下部係止突起3は、2枚の下部金
属板2を載置する下部支持板4に設けられた下部係止孔
5に嵌合され、隣り合う下部金属板2の中間部の中央に
おいて、前記下部支持板4に下部係合突起14が一体に
設けられて、下部係止突起3を有する下部金属板2と、
下部係止孔5を有する下部支持板4とが構成されてい
る。FIG. 1 to FIG. 3 show a bridge elastic bearing device having a plurality of planarly compounded rubber bearing members according to a first embodiment of the present invention. The lower metal plate 2 having the lower locking projections 3 is integrally fixed to the lower surface of the lower metal plate 2 by baking, and the lower locking projections 3 are two sheets. The lower support plate 4 on which the lower metal plate 2 is placed is fitted into a lower locking hole 5, and the lower support plate 4 is provided with a lower engagement projection at the center of an intermediate portion of the adjacent lower metal plate 2. 14 is provided integrally, and the lower metal plate 2 having the lower locking projections 3;
A lower support plate 4 having a lower locking hole 5 is formed.
【0006】また前記ゴム層6の上面に、焼付けなどに
より上部金属板8が一体に固着され、2枚の上部金属板
8の中央部に上部係合孔10を有する上部支持板9を載
置し、かつ上部支持板9における上部係合孔10を、上
部金属板8における上部係止突起7に嵌合する。前記上
部支持板9の上面に、上部係合孔17を備えている上部
支承台15を載置し、かつその上部支承台15を上部係
合突起16に嵌合する。An upper metal plate 8 is integrally fixed on the upper surface of the rubber layer 6 by baking or the like, and an upper support plate 9 having an upper engagement hole 10 at the center of the two upper metal plates 8 is placed. Then, the upper engagement holes 10 in the upper support plate 9 are fitted into the upper locking projections 7 in the upper metal plate 8. An upper support 15 having an upper engagement hole 17 is placed on the upper surface of the upper support plate 9, and the upper support 15 is fitted into the upper engagement protrusion 16.
【0007】また図9ないし図13において下部支承台
13の下面に、縦方向に延長する複数の縦リブ19と、
横方向に延長する複数の横リブ20とが一体に設けら
れ、前記下部支承台13の下面に多数本の下部アンカー
部材21が螺合固定されるかまたは溶接により固定さ
れ、前記下部アンカー部材21が橋台または橋脚用のコ
ンクリートに埋設されて、下部支承台13が橋台または
橋脚に固定される。9 to 13, a plurality of vertical ribs 19 extending in the vertical direction are provided on the lower surface of the lower support 13;
A plurality of lateral ribs 20 extending in the lateral direction are provided integrally, and a number of lower anchor members 21 are screwed or fixed to the lower surface of the lower support base 13 by welding or by welding. Is buried in the concrete for the abutment or pier, and the lower support 13 is fixed to the abutment or pier.
【0008】下部係合突起14の上面に多数本の上部ア
ンカー部材22が螺合固定されるか溶接により固着さ
れ、左右方向の端部に突出部を有するカバープレート2
3は、上部支承台15の上端面に対し溶接により固着さ
れ、かつ上部支承台15の橋梁長手方向の中間部に、切
欠段部24が設けられ、その切欠段部24にほぼL形の
固定用クリップ25の水平板が当接され、そのクリップ
25は保持部材29にボルト26により固定され、さら
に固定用クリップ25の下部に設けた係止片27は、下
部支承台13の左右両側に設けた保持部材29の水平方
向に延長するスリット30に嵌合されている。また多数
本の下部アンカー部材21は橋台1に埋設されると共
に、橋梁用コンクリートが下部支承台13に到達するよ
うに打設されて、上部アンカー部材22およびカバープ
レート23を有する上部支承台15が橋梁18に固定さ
れる。A number of upper anchor members 22 are screwed or fixed to the upper surface of the lower engaging projections 14 by screwing or welding, and the cover plate 2 has a protruding portion at the left and right ends.
3 is fixed to the upper end surface of the upper support base 15 by welding, and a cutout step portion 24 is provided at an intermediate portion of the upper support base 15 in the bridge longitudinal direction, and the cutout step portion 24 has a substantially L-shaped fixation. The horizontal plate of the clip 25 is brought into contact with the clip 25, and the clip 25 is fixed to the holding member 29 by the bolts 26. Further, the locking pieces 27 provided on the lower portion of the fixing clip 25 are provided on both left and right sides of the lower support base 13. The holding member 29 is fitted in a slit 30 extending in the horizontal direction. Also, a number of lower anchor members 21 are buried in the abutment 1, and concrete for bridge is cast so as to reach the lower abutment 13, and an upper abutment 15 having an upper anchor member 22 and a cover plate 23 is formed. It is fixed to the bridge 18.
【0009】図14は、ゴム層6をせん断変形させると
きの状態を示すものであって、下部支承台13の一側部
に係合部33が上向に突設され、その係合部33に係合
するジャッキ支承金具34にジャッキ35が取付けら
れ、そのジャッキ35により、図15に示すように、ゴ
ム層6が橋梁18の収縮方向と反対側に予備せん断変形
が与えられる。次に橋梁用コンクリートが打設されて橋
梁18が築造され、橋梁18の収縮が完了すると図16
の状態になる。FIG. 14 shows a state in which the rubber layer 6 is subjected to shear deformation. An engaging portion 33 is provided on one side of the lower support 13 so as to protrude upward. A jack 35 is attached to a jack support fitting 34 that engages with the rubber layer 6, and the rubber layer 6 is subjected to pre-shear deformation on the side opposite to the contraction direction of the bridge 18 as shown in FIG. Next, concrete for the bridge is cast to build the bridge 18, and when the contraction of the bridge 18 is completed, FIG.
It becomes the state of.
【0010】本発明を実施する場合、3つの橋梁支承用
弾性支承体11を直列に並ぶように近接して配置しても
よく、あるいは図4ないし図8に示すように、4つの橋
梁支承用弾性支承体11を前後および左右両側に配置し
てもよい。When practicing the present invention, three bridge bearing elastic supports 11 may be arranged in close proximity so as to be lined up in series, or, as shown in FIGS. 4-8, four bridge bearing supports. The elastic supports 11 may be arranged on the front and rear sides and the left and right sides.
【0011】[0011]
【発明の効果】本発明によれば、前述のように構成され
ているので、下記の効果を奏する。橋梁支承用弾性支承
体11が小型でかつ軽量であるので、下記の効果が得ら
れる。すなわち、運送と橋台1への架設と製造および試
験とを容易に行うことができる。しかも小型の支承体1
1を複数平面的に複合させて大型の単一の支承と同様に
機能させることができる。また請求項2に記載した発明
によれば、橋梁支承用弾性支承体11をずれ動かないよ
うに強固に支持することができる。According to the present invention, the following effects can be obtained because of the configuration described above. Since the elastic bearing body 11 for bridge support is small and lightweight, the following effects can be obtained. That is, transportation, erection on the abutment 1, manufacturing and testing can be easily performed. Moreover, a small bearing 1
One can be compounded in multiple planes and function like a large single bearing. According to the invention described in claim 2, the elastic support 11 for bridge support can be firmly supported so as not to move.
【図1】本発明の第1実施例に係る平面的に複合された
複数のゴム支承体を有する橋梁弾性支承装置を示す平面
図である。FIG. 1 is a plan view showing a bridge elastic support device having a plurality of planarly combined rubber supports according to a first embodiment of the present invention.
【図2】第1実施例に係る平面的に複合された複数のゴ
ム支承体を有する橋梁弾性支承装置を示す側面図であ
る。FIG. 2 is a side view showing a bridge elastic bearing device having a plurality of planarly compounded rubber bearings according to the first embodiment.
【図3】第1実施例に係る平面的に複合された複数のゴ
ム支承体を有する橋梁弾性支承装置を示すA−A線拡大
断面図である。FIG. 3 is an enlarged sectional view taken along line AA of the bridge elastic bearing device having a plurality of rubber bearing members combined in a plane according to the first embodiment.
【図4】本発明の第2実施例に係る平面的に複合された
複数のゴム支承体を有する橋梁弾性支承装置を示す平面
図である。FIG. 4 is a plan view illustrating a bridge elastic bearing device having a plurality of rubber bearing bodies combined in a plane according to a second embodiment of the present invention.
【図5】本発明の第2実施例に係る平面的に複合された
複数のゴム支承体を有する橋梁弾性支承装置を示す側面
図である。FIG. 5 is a side view showing a bridge elastic bearing device having a plurality of rubber bearing bodies combined in a plane according to a second embodiment of the present invention.
【図6】図4のB−B線拡大断面図である。6 is an enlarged cross-sectional view taken along the line BB of FIG.
【図7】図4のC−C線断面図である。7 is a cross-sectional view taken along the line CC of FIG.
【図8】図4のD−D線断面図である。8 is a cross-sectional view taken along line DD of FIG.
【図9】本発明の第1実施例に示した装置を示す平面図
である。FIG. 9 is a plan view showing the device shown in the first embodiment of the present invention.
【図10】図9の側面図である。FIG. 10 is a side view of FIG. 9.
【図11】図10のE−E線断面図である。11 is a cross-sectional view taken along the line EE of FIG.
【図12】ゴム支承体の正面図である。FIG. 12 is a front view of a rubber bearing.
【図13】ゴム支承体の正面図である。FIG. 13 is a front view of a rubber bearing.
【図14】ゴム支承体にせん断変形用ジャッキを係合し
た状態を示す縦断側面図である。FIG. 14 is a longitudinal sectional side view showing a state in which a shear deformation jack is engaged with a rubber bearing body.
【図15】ゴム支承体におけるゴム層をせん断変形させ
た状態を示す縦断側面図である。FIG. 15 is a longitudinal sectional side view showing a state in which a rubber layer in a rubber bearing body is subjected to shear deformation.
【図16】ゴム支承体を橋台および橋桁に取付けた状態
を示す縦断側面図である。FIG. 16 is a longitudinal sectional side view showing a state where a rubber bearing body is attached to an abutment and a bridge girder.
1 橋台または橋脚 2 下部金属板 3 下部係止突起 4 下部支持板 5 下部係止孔 6 ゴム層 7 上部係止突起 8 上部金属板 9 上部支持板 10 上部係合孔 11 橋梁支承用弾性支承体 12 下部係合孔 13 下部支承台 14 下部係合突起 15 上部支承台 16 上部係合突起 17 上部係合孔 18 橋梁 19 縦リブ 20 横リブ 21 下部アンカー部材 22 上部アンカー部材 23 カバープレート 24 切欠段部 25 固定用クリップ 26 ボルト 27 係止片 29 保持部材 30 スリット 33 係合部 34 ジャッキ支承金具 35 ジャッキ DESCRIPTION OF SYMBOLS 1 Abutment or pier 2 Lower metal plate 3 Lower locking projection 4 Lower support plate 5 Lower locking hole 6 Rubber layer 7 Upper locking projection 8 Upper metal plate 9 Upper support plate 10 Upper engaging hole 11 Elastic support body for bridge support DESCRIPTION OF SYMBOLS 12 Lower engaging hole 13 Lower supporting base 14 Lower engaging projection 15 Upper supporting base 16 Upper engaging projection 17 Upper engaging hole 18 Bridge 19 Vertical rib 20 Horizontal rib 21 Lower anchor member 22 Upper anchor member 23 Cover plate 24 Notch step Part 25 Fixing clip 26 Bolt 27 Locking piece 29 Holding member 30 Slit 33 Engagement part 34 Jack support fitting 35 Jack
Claims (2)
板2の下面に、下部係止突起3を固定し、その下部係止
突起3の下部を、下部支持板4に設けた下部係止孔5に
嵌合し、その下部金属板2の上面に固定されたゴム層6
の上面に、上部係止突起7を備えている上部金属板8を
固定し、前記ゴム層6の上部金属板8に設けた上部係止
突起7を、上部支持板9における上部係合孔10に嵌合
した橋梁支承用弾性支承体11を有する橋梁支承装置に
おいて、複数の橋梁支承用弾性支承体11を同一平面上
において近接して並ぶように設け、各橋梁支承用弾性支
承体11における下部支持板4に載置された下部金属板
2における下部係止突起3を、下部支持板4における下
部係止孔5に嵌合し、前記上部金属板8における上部係
止突起7を前記上部金属板8に設けた上部係合孔10に
嵌合して構成した平面的に複合された複数のゴム支承体
を有する橋梁弾性支承装置。1. A lower locking device comprising: a lower locking projection fixed to a lower surface of a lower metal plate fixed to an abutment or a pier; and a lower portion of the lower locking projection provided on a lower support plate. A rubber layer 6 fitted in the hole 5 and fixed on the upper surface of the lower metal plate 2
An upper metal plate 8 having an upper locking projection 7 is fixed to the upper surface of the upper metal plate 8, and the upper locking projection 7 provided on the upper metal plate 8 of the rubber layer 6 is fixed to the upper engagement hole 10 in the upper support plate 9. In a bridge support device having a bridge supporting elastic bearing body 11 fitted to a plurality of bridge supporting elastic supports 11, a plurality of bridge supporting elastic supporting bodies 11 are provided so as to be closely arranged on the same plane, and a lower portion of each bridge supporting elastic supporting body 11 is provided. The lower locking projection 3 of the lower metal plate 2 placed on the support plate 4 is fitted into the lower locking hole 5 of the lower support plate 4, and the upper locking projection 7 of the upper metal plate 8 is A bridge elastic bearing device having a plurality of planarly compounded rubber bearing members configured to be fitted in upper engagement holes 10 provided in a plate 8.
有する下部支承台13に載置して、その下部支承台13
における下部係合孔12を、下部支持板4における下部
係合突起14に嵌合し、前記上部支持板9の上面に載置
した上部支承台15における上部係合孔17を、前記上
部支持板9の係合突起16に嵌合し、前記下部支承台1
3を橋台または橋脚1に固定し、前記上部支承台15を
橋梁18に固定した請求項1の平面的に複合された複数
のゴム支承体を有する橋梁弾性支承装置。2. The lower surface of the lower support plate 4 is placed on a lower support 13 having a lower engagement hole 12, and the lower support 13 is
The lower engagement hole 12 of the lower support plate 4 is fitted to the lower engagement protrusion 14 of the lower support plate 4, and the upper engagement hole 17 of the upper support 15 mounted on the upper surface of the upper support plate 9 is connected to the upper support plate 9 and the lower support 1
The bridge elastic bearing device having a plurality of planarly compounded rubber bearings according to claim 1, wherein 3 is fixed to the abutment or pier 1 and said upper bearing 15 is fixed to the bridge 18.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6321219A JP2580498B2 (en) | 1994-12-01 | 1994-12-01 | Bridge elastic bearing device having a plurality of planarly compounded rubber bearings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6321219A JP2580498B2 (en) | 1994-12-01 | 1994-12-01 | Bridge elastic bearing device having a plurality of planarly compounded rubber bearings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08158317A true JPH08158317A (en) | 1996-06-18 |
| JP2580498B2 JP2580498B2 (en) | 1997-02-12 |
Family
ID=18130141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6321219A Expired - Lifetime JP2580498B2 (en) | 1994-12-01 | 1994-12-01 | Bridge elastic bearing device having a plurality of planarly compounded rubber bearings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2580498B2 (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5466526A (en) * | 1977-11-08 | 1979-05-29 | Kiyokutou Kougen Konkuriito Sh | Method of mounting rubber bearing |
| JPS5620207A (en) * | 1979-07-17 | 1981-02-25 | Dixon International Ltd | Bridge support |
| JPS58168704A (en) * | 1982-03-30 | 1983-10-05 | 日本国有鉄道 | Supporting method by combine elastic support |
| JPS6040510U (en) * | 1983-08-25 | 1985-03-22 | 株式会社 ビ−ビ−エム | Elastic support with anchor |
| JPS6226362A (en) * | 1985-07-19 | 1987-02-04 | フオ−ド モ−タ− カンパニ− | Method of controlling fuel vapor purge |
| JPH0378885A (en) * | 1989-08-23 | 1991-04-04 | Pfu Ltd | Picture reduction processing system |
| JPH0378886A (en) * | 1989-08-14 | 1991-04-04 | Maraven Sa | Applierd digital analysis apparatus and method for multi-purpose image data |
| JPH0378887A (en) * | 1989-08-23 | 1991-04-04 | Fujitsu Ltd | Drawing order editing method |
| JPH0352809U (en) * | 1989-09-22 | 1991-05-22 | ||
| JPH049883A (en) * | 1990-04-27 | 1992-01-14 | Canon Inc | image forming device |
| JPH049411U (en) * | 1990-05-11 | 1992-01-28 |
-
1994
- 1994-12-01 JP JP6321219A patent/JP2580498B2/en not_active Expired - Lifetime
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5466526A (en) * | 1977-11-08 | 1979-05-29 | Kiyokutou Kougen Konkuriito Sh | Method of mounting rubber bearing |
| JPS5620207A (en) * | 1979-07-17 | 1981-02-25 | Dixon International Ltd | Bridge support |
| JPS58168704A (en) * | 1982-03-30 | 1983-10-05 | 日本国有鉄道 | Supporting method by combine elastic support |
| JPS6040510U (en) * | 1983-08-25 | 1985-03-22 | 株式会社 ビ−ビ−エム | Elastic support with anchor |
| JPS6226362A (en) * | 1985-07-19 | 1987-02-04 | フオ−ド モ−タ− カンパニ− | Method of controlling fuel vapor purge |
| JPH0378886A (en) * | 1989-08-14 | 1991-04-04 | Maraven Sa | Applierd digital analysis apparatus and method for multi-purpose image data |
| JPH0378885A (en) * | 1989-08-23 | 1991-04-04 | Pfu Ltd | Picture reduction processing system |
| JPH0378887A (en) * | 1989-08-23 | 1991-04-04 | Fujitsu Ltd | Drawing order editing method |
| JPH0352809U (en) * | 1989-09-22 | 1991-05-22 | ||
| JPH049883A (en) * | 1990-04-27 | 1992-01-14 | Canon Inc | image forming device |
| JPH049411U (en) * | 1990-05-11 | 1992-01-28 |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2580498B2 (en) | 1997-02-12 |
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