JPH08218322A - Level adjustment and movement limiter for bridge - Google Patents
Level adjustment and movement limiter for bridgeInfo
- Publication number
- JPH08218322A JPH08218322A JP4926195A JP4926195A JPH08218322A JP H08218322 A JPH08218322 A JP H08218322A JP 4926195 A JP4926195 A JP 4926195A JP 4926195 A JP4926195 A JP 4926195A JP H08218322 A JPH08218322 A JP H08218322A
- Authority
- JP
- Japan
- Prior art keywords
- bridge
- metal plate
- plate
- intermediate plate
- fitting
- 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】本発明は橋台側に固定される下部
金属板及び中間板の側と、橋梁に固定される上部金属板
の側とが、その一方に設けられた嵌合孔と、他方に設け
られた嵌合突起が嵌り合うことにより、相互間の横ずれ
が制限される関係に設けられており、かつレベル調整板
により前記嵌り合いの深さをレベル調整することができ
る橋梁用移動制限装置に関するものである。BACKGROUND OF THE INVENTION The present invention relates to a lower metal plate and an intermediate plate side fixed to an abutment side, and an upper metal plate side fixed to a bridge, and a fitting hole provided in one of them. Movement for bridges in which the fitting protrusions provided on the other side are fitted to each other so that the lateral displacement between them is limited, and the level of the fitting can be adjusted by the level adjusting plate. It relates to a limiting device.
【0002】[0002]
【従来の技術】従来知られているこの種ゴム支承の橋梁
用支持装置としては、実公昭64−416号公報に示さ
れているものが知られている。2. Description of the Related Art As a conventionally known support device for a bridge of this type of rubber bearing, there is known one shown in Japanese Utility Model Publication No. 64-416.
【0003】[0003]
【発明が解決しようとする課題】このような橋梁用支持
装置においては、これと併用して移動制限装置が設けら
れる。この移動制限装置は、前述のように、橋台側の部
材と橋梁側の部材とが、その一方に設けられた嵌合孔
と、他方に設けられた嵌合突起との嵌り合いによって橋
梁の移動が制限されているのであるが、例えば地盤が不
等沈下したような場合、嵌合突起と嵌合孔との嵌り合い
の深さ(つまりレベル)の設定値との間の誤差が生じ、
さらに嵌合突起と嵌合孔との軸線がずれて互いに傾むく
などのケースが生じる。この場合、従来嵌合孔と嵌合突
起の嵌り合いのレベルを簡易に調整できるようにした橋
梁用移動制限装置が従来存在しなかった。In such a bridge supporting device, a movement limiting device is provided in combination with the supporting device. As described above, in this movement limiting device, the abutment side member and the bridge side member are moved by the fitting hole provided on one side and the fitting protrusion provided on the other side to move the bridge. However, when the ground is unevenly submerged, for example, an error occurs between the fitting depth of the fitting protrusion and the fitting hole (that is, the level),
Further, there are cases where the axes of the fitting projection and the fitting hole are shifted and tilted to each other. In this case, there has hitherto not been a bridge movement restricting device capable of easily adjusting the level of fitting between the fitting hole and the fitting projection.
【0004】[0004]
【課題を解決するための手段】前述の課題を解決するた
め、本発明に係る橋梁用レベル調整移動制限装置は、橋
台1に固定された下部金属板2に設けた下部係止突起3
を、当該下部金属板2の上面から突出させたうえ、この
下部金属板2に支持される中間板4の凹部22に嵌入
し、前記中間板4に設けた上部係止突起9が橋梁8に固
定された上部金属板7の係止突起嵌合用凹部10に嵌入
されてなる橋梁用移動制限装置において、前記下部金属
板2と前記中間板4との間に、前記下部係止突起3の嵌
る突起嵌合用凹部5を有する一対のレベル調整板6を着
脱自在に介在させて固定した構成を特徴とする。In order to solve the above-mentioned problems, a bridge level adjustment movement restricting device according to the present invention comprises a lower engaging projection 3 provided on a lower metal plate 2 fixed to an abutment 1.
Is protruded from the upper surface of the lower metal plate 2 and is fitted into the recess 22 of the intermediate plate 4 supported by the lower metal plate 2, and the upper locking projection 9 provided on the intermediate plate 4 is attached to the bridge 8. In the movement restricting device for a bridge, which is fitted in the locking projection fitting recess 10 of the fixed upper metal plate 7, the lower locking projection 3 is fitted between the lower metal plate 2 and the intermediate plate 4. The present invention is characterized in that a pair of level adjusting plates 6 having projection fitting recesses 5 are detachably interposed and fixed.
【0005】[0005]
【実施例】次に本発明の実施例を図1ないし図6によっ
て説明する。まず図1ないし図3に示すように、橋台1
からなる下部構造物11の上部に埋設される円形の中央
孔12を有する鋼製下部金属板2の下面に、開口部を持
たない鋼製下部支持板13が当接されて、溶接により固
着され、かつ前記鋼製下部金属板2には、周面に多数の
抜け止め凹部14を備えている多数本の下部アンカー部
材15の上端部が溶接により固着されている。さらに橋
梁8側に固定される中間板4の隅部には、それぞれボル
ト挿通用透孔16が設けられ、各ボルト挿通用透孔16
の垂直方向の下方において、固定用ボルト17を螺合す
るためのボルト螺合用雌ねじ部18が鋼製下部金属板2
に設けられ、前記ボルト螺合用雌ねじ部18と同軸にか
つ同ピッチの雌ねじ部を有するボルト螺合用キャップ1
9が鋼製下部金属板2の下面に溶接により固着されてい
る。Embodiments of the present invention will be described below with reference to FIGS. First, as shown in FIGS. 1 to 3, an abutment 1
A lower steel support plate 13 having no opening is brought into contact with the lower surface of the lower steel plate 2 made of steel and having a circular central hole 12 embedded in the upper part of the lower structure 11 made of, and fixed by welding. Also, the upper ends of a plurality of lower anchor members 15 having a large number of retaining recesses 14 on the peripheral surface are fixed to the steel lower metal plate 2 by welding. Further, at the corners of the intermediate plate 4 fixed to the bridge 8 side, there are provided through holes 16 for inserting bolts, respectively.
At the lower side in the vertical direction of the lower metal plate 2 made of steel, a bolt screwing internal thread portion 18 for screwing the fixing bolt 17 is formed.
And a cap 1 for bolt screwing, which has a female screw portion coaxial with the bolt screwing female screw portion 18 and having the same pitch.
9 is fixed to the lower surface of the steel lower metal plate 2 by welding.
【0006】また前記下部構造物11に固定される鋼製
下部金属板2と、鋼製下部支持板13と、ボルト螺合用
キャップ19等とにより下部ベース金具20が構成さ
れ、さらに前記中間板4と前記鋼製下部金属板2との間
に設けられる鋼製下部係止突起3の下部は、鋼製下部金
属板2における円形の中央孔12に嵌合されている。A lower base fitting 20 is constituted by a steel lower metal plate 2 fixed to the lower structure 11, a steel lower support plate 13, a bolt screw cap 19 and the like. The lower part of the steel lower locking projection 3 provided between the steel lower metal plate 2 and the steel lower metal plate 2 is fitted into a circular center hole 12 in the steel lower metal plate 2.
【0007】次に前記中間板4の構成について説明す
る。まず、中間板4の下部中央に、前記下部係止突起3
よりも僅かに大径の中間板の中央孔22が設けられ、か
つ前記中間板4の4隅部に、前述したボルト挿通用透孔
16および、その上部に位置するボルト17の頭部を収
容する凹部23が設けられ、また、前記中間板4の上面
中央部に、中間板の中央孔22よりも大径の円柱状の上
部係止突起9が一体に設けられている。Next, the structure of the intermediate plate 4 will be described. First, at the center of the lower portion of the intermediate plate 4, the lower engaging protrusion 3
A central hole 22 of an intermediate plate having a diameter slightly larger than that of the intermediate plate 4 is provided, and the above-described bolt insertion through holes 16 and the heads of the bolts 17 positioned above the intermediate holes 4 are accommodated in the four corners of the intermediate plate 4. And a cylindrical upper locking projection 9 having a larger diameter than the central hole 22 of the intermediate plate is integrally provided in the central portion of the upper surface of the intermediate plate 4.
【0008】次に橋梁8に固定される上部金属板7の構
成について説明する。まずその一部が橋梁8に埋設され
ている上部金属板7の上面には、同じく橋梁8に埋設さ
れた多数の上部アンカー部材21が固定され、この上部
金属板7における橋梁8の下面から、突出した部分30
に前記上部係止突起9の径よりも大きい直径を有してい
て、この上部係止突起9が嵌合する係止突起嵌合用凹部
10が設けられている。この係止突起嵌合用凹部10
は、長溝状とし、幅方向の寸法は前述のように上部係止
突起9が嵌合できる長さとし、橋梁軸方向には前記幅方
向よりも長く設けるとよい。Next, the structure of the upper metal plate 7 fixed to the bridge 8 will be described. First, a large number of upper anchor members 21 that are also embedded in the bridge 8 are fixed to the upper surface of the upper metal plate 7 that is partially embedded in the bridge 8, and from the lower surface of the bridge 8 in this upper metal plate 7, Protruding part 30
Has a diameter larger than the diameter of the upper locking projection 9 and is provided with a locking projection fitting recess 10 into which the upper locking projection 9 is fitted. This locking projection fitting recess 10
Is in the form of a long groove, and the dimension in the width direction is such that the upper locking projection 9 can be fitted therein as described above, and it is preferable to provide it in the axial direction of the bridge longer than the width direction.
【0009】図1ないし図3は、所定の位置において鋼
製定レベル支持用橋梁支承装置を締結した状態を示すも
のであって、複数台の昇降用ジャッキ26により、橋梁
8と上部金属板7および、中間板4とを一定の小距離だ
け上昇移動させたのち、前記下部係止突起3よりも僅か
に長い寸法を有する別の下部係止突起3の下部を、ベー
ス金具20における円形の中央孔12に嵌合し、かつ下
部金属板2の上面に一対のレベル調整板6を載置すると
共に、前記一対のレベル調整板6における突起嵌合用凹
部5を下部係止突起3の直径方向の両側から嵌合し、次
に各レベル調整板6の幅方向の両側に設けられている透
孔28と下部金属板2のボルト螺合用雌ねじ部18と、
中間板4のボルト挿通用透孔16との位置合せをする。FIGS. 1 to 3 show a state in which a bridge supporting device made of steel is fixed at a predetermined position, and the bridge 8 and the upper metal plate 7 are connected by a plurality of lifting jacks 26. After the intermediate plate 4 is moved upward by a fixed small distance, the lower portion of another lower locking projection 3 having a dimension slightly longer than the lower locking projection 3 is moved to the center of the circular shape of the base fitting 20. The pair of level adjustment plates 6 are placed on the upper surface of the lower metal plate 2 while being fitted in the holes 12, and the projection fitting recesses 5 of the pair of level adjustment plates 6 are fitted in the diameter direction of the lower locking projections 3. Fitting from both sides, then through holes 28 provided on both sides in the width direction of each level adjustment plate 6 and female screw portions 18 for bolt screwing of the lower metal plate 2,
The intermediate plate 4 is aligned with the bolt insertion through hole 16.
【0010】次に図4および図5に示すように固定用ボ
ルト17を中間板4のボルト挿通用透孔16と、レベル
調整板6の透孔28に挿通したうえ、鋼製下部金属板2
のボルト螺合用雌ねじ部18とボルト螺合用キャップ1
9に螺合して、一対のレベル調整板6とその上部に配置
された中間板4とを橋台1の上に固定する。Next, as shown in FIGS. 4 and 5, the fixing bolts 17 are inserted into the bolt insertion through holes 16 of the intermediate plate 4 and the through holes 28 of the level adjusting plate 6, and the lower steel metal plate 2 made of steel.
Female screw part 18 for bolt screwing and cap 1 for bolt screwing
9, the pair of level adjustment plates 6 and the intermediate plate 4 disposed above the pair of level adjustment plates 6 are fixed on the abutment 1.
【0011】図3に示される橋梁昇降用ジャッキ26
は、前述したように橋台1である下部構造物11と橋梁
8との間に配置され、次いでその橋梁昇降用ジャッキ2
6により、図4に示されるように橋梁8を小距離だけ上
昇させたのち、一対のレベル調整板6における突起嵌合
用凹部5を、下部係止突起3に嵌合し、次いで前記橋梁
昇降用ジャッキ26により、図5に示されるように橋梁
8と上部金属板7と中間板4とを下降して、中間板4を
一対のレベル調整板6上面に接するように降ろす。次に
固定用ボルト17を螺合用キャップ19に螺合して、一
対のレベル調整板6によるレベル調整操作を終了する。A jack 26 for lifting and lowering a bridge shown in FIG.
Is disposed between the substructure 11 which is the abutment 1 and the bridge 8 as described above, and then the bridge lifting jack 2
4, the bridge 8 is raised by a small distance as shown in FIG. 4, then the projection fitting recesses 5 in the pair of level adjusting plates 6 are fitted to the lower locking projections 3, and then the bridge lifting The jack 26 lowers the bridge 8, the upper metal plate 7, and the intermediate plate 4 as shown in FIG. 5, and lowers the intermediate plate 4 so as to contact the upper surfaces of the pair of level adjusting plates 6. Next, the fixing bolt 17 is screwed into the screw cap 19, and the level adjusting operation by the pair of level adjusting plates 6 is completed.
【0012】[0012]
【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。地盤の不等沈下等に
より橋台1側に固定された上部係止突起9と橋梁8側に
固定された係止突起嵌合用凹部10との嵌合レベルが設
定値より外れた場合、前記中間板4を交換することな
く、その中間板4を残したまま、一対のレベル調整板
6,6を上部金属板7と下部ベース金具20との間に介
在させるだけで簡単にレベル調整を行なうことができ、
さらに取外された大型の中間板4を放置しておく必要が
ないので、経済的に中間板4をそのまま利用して、前記
の嵌合レベルを定レベルに調整することができる効果が
得られる。According to the present invention, the following effects can be obtained because of the configuration described above. When the fitting level between the upper locking projection 9 fixed to the abutment 1 side and the locking projection fitting recess 10 fixed to the bridge 8 side is out of the set value due to uneven settlement of the ground, etc., the intermediate plate The level adjustment can be easily performed by interposing the pair of level adjusting plates 6 and 6 between the upper metal plate 7 and the lower base metal fitting 20 without replacing the intermediate plate 4 and replacing the intermediate plate 4. You can
Further, since it is not necessary to leave the removed large-sized intermediate plate 4 as it is, it is possible to economically use the intermediate plate 4 as it is and adjust the fitting level to a constant level. .
【図1】本発明の実施例に係る橋梁用レベル調整移動制
限装置の分解斜視図である。FIG. 1 is an exploded perspective view of a bridge level adjustment movement limiting device according to an embodiment of the present invention.
【図2】レベル調整板を使用しない状態での本発明装置
の縦断正面図である。FIG. 2 is a vertical cross-sectional front view of the device of the present invention without using the level adjusting plate.
【図3】橋梁昇降用ジャッキにより橋梁を上昇させた状
態を示す縦断正面図である。FIG. 3 is a longitudinal sectional front view showing a state where a bridge is lifted by a bridge lifting / lowering jack.
【図4】レベル調整板を挿入する初期状態の縦断正面図
である。FIG. 4 is a vertical sectional front view of an initial state in which a level adjusting plate is inserted.
【図5】レベル調整板を挿入する途中の状態を示す縦断
正面図である。FIG. 5 is a longitudinal sectional front view showing a state in which a level adjusting plate is being inserted.
【図6】レベル調整板を挿入し終った状態を示す縦断正
面図である。FIG. 6 is a longitudinal sectional front view showing a state where the level adjustment plate has been inserted.
1 橋台 2 下部金属板 3 下部係止突起 4 中間板 5 突起嵌合用凹部 6 レベル調整板 7 上部金属板 8 橋梁 9 上部係止突起 10 係止突起嵌合用凹部 11 橋台からなる下部構造物 12 円形の中央孔 13 鋼製下部支持板 14 抜け止め凹部 15 下部アンカー部材 16 ボルト挿通用透孔 17 固定用ボルト 18 ボルト螺合用雌ねじ部 19 ボルト螺合用キャップ 20 下部ベース金具 21 上部アンカー部材 22 中間板の中央孔 23 凹部 26 橋梁昇降用ジャッキ鋼板 27 レベル調整板 28 ボルト挿通孔 29 皿頭ビス 30 突出した部分 1 Abutment 2 Lower metal plate 3 Lower locking protrusion 4 Intermediate plate 5 Projection fitting recess 6 Level adjustment plate 7 Upper metal plate 8 Bridge 9 Upper locking projection 10 Locking projection fitting recess 11 Lower structure consisting of abutment 12 Circular Center hole of 13 steel lower support plate 14 retaining recess 15 lower anchor member 16 through hole for bolt insertion 17 fixing bolt 18 female screw portion for bolt screwing 19 cap for bolt screwing 20 lower base metal fitting 21 upper anchor member 22 middle plate Central hole 23 Recessed portion 26 Bridge elevation jack steel plate 27 Level adjustment plate 28 Bolt insertion hole 29 Countersunk head screw 30 Projected part
Claims (1)
た下部係止突起3を、当該下部金属板2の上面から突出
させたうえ、この下部金属板2に支持される中間板4の
凹部22に嵌入し、前記中間板4に設けた上部係止突起
9が橋梁8に固定された上部金属板7の係止突起嵌合用
凹部10に嵌入されてなる橋梁用移動制限装置におい
て、前記下部金属板2と前記中間板4との間に、前記下
部係止突起3の嵌る突起嵌合用凹部5を有する一対のレ
ベル調整板6を着脱自在に介在させて固定した橋梁用レ
ベル調整移動制限装置。1. An intermediate plate 4 supported by the lower metal plate 2 after protruding a lower engaging projection 3 provided on a lower metal plate 2 fixed to the abutment 1 from the upper surface of the lower metal plate 2. In the movement restricting device for a bridge, the upper locking projection 9 provided on the intermediate plate 4 is fitted into the locking projection fitting recess 10 of the upper metal plate 7 fixed to the bridge 8. Between the lower metal plate 2 and the intermediate plate 4, a pair of level adjusting plates 6 each having a protrusion fitting recess 5 into which the lower engaging protrusion 3 fits are detachably fixed and fixed. Restriction device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7049261A JP2649781B2 (en) | 1995-02-15 | 1995-02-15 | Bridge level adjustment movement limiter |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7049261A JP2649781B2 (en) | 1995-02-15 | 1995-02-15 | Bridge level adjustment movement limiter |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08218322A true JPH08218322A (en) | 1996-08-27 |
JP2649781B2 JP2649781B2 (en) | 1997-09-03 |
Family
ID=12825894
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7049261A Expired - Fee Related JP2649781B2 (en) | 1995-02-15 | 1995-02-15 | Bridge level adjustment movement limiter |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2649781B2 (en) |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1121817A (en) * | 1997-07-03 | 1999-01-26 | Sho Bond Constr Co Ltd | Support structure for bridge |
JP2000001817A (en) * | 1998-06-17 | 2000-01-07 | Shimizu Corp | Structure of supporting section and restoring method |
EP1424447A1 (en) * | 2001-09-04 | 2004-06-02 | Shanghai Meglev Transportation Development Co. Ltd. | A adjustable bearing |
JP4553978B1 (en) * | 2010-03-15 | 2010-09-29 | 株式会社美和テック | Support device for height adjustment |
JP2012046913A (en) * | 2010-08-25 | 2012-03-08 | Miwa Tec:Kk | Height adjustment corresponding bearing device for structure |
JP5866476B1 (en) * | 2015-08-17 | 2016-02-17 | 株式会社ビービーエム | Post slide device |
KR101599822B1 (en) * | 2015-05-13 | 2016-03-14 | 유니슨이테크(주) | Separate spherical bearings |
CN107254836A (en) * | 2017-08-08 | 2017-10-17 | 安徽尚德科技有限公司 | A kind of backing plate height-adjustable supports and construction method |
CN107447994A (en) * | 2016-05-30 | 2017-12-08 | 五冶集团上海有限公司 | A kind of concrete column top force-bearing steel plate flatness control methods |
JP2018040210A (en) * | 2016-09-09 | 2018-03-15 | 株式会社フジタ | Support structure of building and correction method of uneven settlement of building |
JP2019108657A (en) * | 2017-12-15 | 2019-07-04 | シバタ工業株式会社 | Connection structure |
JP2021004549A (en) * | 2020-10-12 | 2021-01-14 | 株式会社フジタ | Support structure of building and correction method of uneven settlement of building |
CN114438912A (en) * | 2022-03-17 | 2022-05-06 | 中国十九冶集团有限公司 | Elastic bridge deviation-rectifying limiter |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100742974B1 (en) * | 2006-04-06 | 2007-08-01 | 주식회사 태명엔지니어링 | Shear supporting device of a bridge, and installation/separation method for the same |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01112165U (en) * | 1988-01-25 | 1989-07-27 |
-
1995
- 1995-02-15 JP JP7049261A patent/JP2649781B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01112165U (en) * | 1988-01-25 | 1989-07-27 |
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1121817A (en) * | 1997-07-03 | 1999-01-26 | Sho Bond Constr Co Ltd | Support structure for bridge |
JP2000001817A (en) * | 1998-06-17 | 2000-01-07 | Shimizu Corp | Structure of supporting section and restoring method |
EP1424447A1 (en) * | 2001-09-04 | 2004-06-02 | Shanghai Meglev Transportation Development Co. Ltd. | A adjustable bearing |
EP1424447A4 (en) * | 2001-09-04 | 2007-10-03 | Shanghai Meglev Transp Dev Co | A adjustable bearing |
JP4553978B1 (en) * | 2010-03-15 | 2010-09-29 | 株式会社美和テック | Support device for height adjustment |
JP2011190607A (en) * | 2010-03-15 | 2011-09-29 | Miwa Tec:Kk | Bearing apparatus coping with height adjustment |
JP2012046913A (en) * | 2010-08-25 | 2012-03-08 | Miwa Tec:Kk | Height adjustment corresponding bearing device for structure |
KR101599822B1 (en) * | 2015-05-13 | 2016-03-14 | 유니슨이테크(주) | Separate spherical bearings |
JP5866476B1 (en) * | 2015-08-17 | 2016-02-17 | 株式会社ビービーエム | Post slide device |
JP2017040040A (en) * | 2015-08-17 | 2017-02-23 | 株式会社ビービーエム | Post-slide device |
CN107447994A (en) * | 2016-05-30 | 2017-12-08 | 五冶集团上海有限公司 | A kind of concrete column top force-bearing steel plate flatness control methods |
CN107447994B (en) * | 2016-05-30 | 2019-09-13 | 五冶集团上海有限公司 | A kind of concrete column top force-bearing steel plate flatness control methods |
JP2018040210A (en) * | 2016-09-09 | 2018-03-15 | 株式会社フジタ | Support structure of building and correction method of uneven settlement of building |
CN107254836A (en) * | 2017-08-08 | 2017-10-17 | 安徽尚德科技有限公司 | A kind of backing plate height-adjustable supports and construction method |
JP2019108657A (en) * | 2017-12-15 | 2019-07-04 | シバタ工業株式会社 | Connection structure |
JP2021004549A (en) * | 2020-10-12 | 2021-01-14 | 株式会社フジタ | Support structure of building and correction method of uneven settlement of building |
CN114438912A (en) * | 2022-03-17 | 2022-05-06 | 中国十九冶集团有限公司 | Elastic bridge deviation-rectifying limiter |
CN114438912B (en) * | 2022-03-17 | 2023-03-14 | 中国十九冶集团有限公司 | Elastic bridge deviation-rectifying limiter |
Also Published As
Publication number | Publication date |
---|---|
JP2649781B2 (en) | 1997-09-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH08218322A (en) | Level adjustment and movement limiter for bridge | |
CN115876623B (en) | Motor casing local hardness detection device and detection method thereof | |
KR101766440B1 (en) | Bridge top lifting apparatus for adjusting height capable of replacing bridge bearing safely | |
US5432962A (en) | Adjusting means for a railing side of a child's cot | |
JP4285685B2 (en) | Repair structure and repair method of existing bearing device | |
JPH08226106A (en) | Constant level support device without requiring removal of rubber support body | |
US5449148A (en) | Levelling device | |
KR200166400Y1 (en) | Bracket and apparatus for fixing for stone panel | |
JP2001348952A (en) | Position adjustment device for steel-frame column | |
JP3671160B2 (en) | Jacking device | |
CN221821741U (en) | Attachment frame of standard knot | |
JP3765086B2 (en) | PC base member installation position adjustment jig | |
JPH08277996A (en) | Installation base for air conditioning exterior device | |
JP3888291B2 (en) | Anchor post for steel column and its assembly method | |
KR20070080033A (en) | Supporter for door frame | |
CN221523537U (en) | Durable building foundation pile | |
JPH0613786Y2 (en) | Jig device for press-fitting machine | |
JP2001027282A (en) | Base isolating member position adjusting method and device | |
JP2987123B2 (en) | Door pivot bearing | |
JPH07102526A (en) | Upper structure-bearing device equipped with replaceable rubber bearing | |
CN220953010U (en) | Guiding structure of climbing device of bent cap construction center | |
CN219451367U (en) | Floor structure is built in room | |
CN217378549U (en) | Eccentric height-adjusting support | |
CN221121700U (en) | Lifting table and laser system using same | |
CN210227491U (en) | Five-star foot connecting structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |