JP2566403Y2 - Bearing structure of track girder - Google Patents

Bearing structure of track girder

Info

Publication number
JP2566403Y2
JP2566403Y2 JP982792U JP982792U JP2566403Y2 JP 2566403 Y2 JP2566403 Y2 JP 2566403Y2 JP 982792 U JP982792 U JP 982792U JP 982792 U JP982792 U JP 982792U JP 2566403 Y2 JP2566403 Y2 JP 2566403Y2
Authority
JP
Japan
Prior art keywords
track
width direction
girder
bearing
shoe
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 - Fee Related
Application number
JP982792U
Other languages
Japanese (ja)
Other versions
JPH0571218U (en
Inventor
寿 加藤
英理 鬼頭
護 尾崎
尚志 山口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Sharyo Ltd
Original Assignee
Nippon Sharyo Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Sharyo Ltd filed Critical Nippon Sharyo Ltd
Priority to JP982792U priority Critical patent/JP2566403Y2/en
Publication of JPH0571218U publication Critical patent/JPH0571218U/en
Application granted granted Critical
Publication of JP2566403Y2 publication Critical patent/JP2566403Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)
  • Railway Tracks (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、例えば、モノレールの
桁、磁気浮上用車両や新交通システムの軌道桁の支承構
造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to, for example, a monorail girder, a magnetic levitation vehicle, and a bearing structure for a track girder of a new transportation system.

【0002】[0002]

【従来の技術】従来より、モノレールの桁、磁気浮上用
車両や新交通システムの軌道桁の支承構造として、軌道
桁等の上部構造に固定される上沓と、橋脚等の下部構造
に固定され上沓と係合可能な下沓とを備える支承を、軌
道の幅方向に複数設けたものが知られている。例えば、
図4に示すように、箱型の軌道桁101を構成する2本
の桁G1,G2は軌道の幅方向に並んでおり、それぞれ
の桁G1,G2を両端において支承により支えている。
2. Description of the Related Art Conventionally, as a support structure of a track of a monorail girder, a magnetic levitation vehicle or a new transportation system, an upper shoe fixed to an upper structure such as a track girder and a lower structure such as a pier. 2. Description of the Related Art There is known a bearing in which a plurality of bearings each including an upper shoe and an engageable lower shoe are provided in a width direction of a track. For example,
As shown in FIG. 4, two girders G1 and G2 constituting the box-shaped orbital girder 101 are arranged in the width direction of the orbit, and each girder G1 and G2 is supported at both ends by bearings.

【0003】また、軌道桁101は自重及びこれらに作
用する種々の荷重によりたわんだり、温度変化によって
主に軌道方向への伸縮が生じる。そこで、軌道桁101
の一端を支持する支承を固定側支承Sfix とし、他端を
支持する支承を可動側支承Smov として、可動側支承S
mov では、軌道方向へ移動が可能となるよう上沓と下沓
とを隙間を持たせて係合していた。従って、2本の桁G
1,G2の一端側を、同じ構成の固定側支承S1fix ,
S2fix でそれぞれ支持し、他端側を同じ構成の可動側
支承S1mov ,S2mov でそれぞれ支持していた。
The track girder 101 is bent by its own weight and various loads acting thereon, and expands and contracts mainly in the track direction due to a temperature change. Therefore, track girder 101
The support that supports one end of the movable support Sfix is a fixed support Sfix, and the support that supports the other end is a movable support Smov.
In mov, the upper and lower shoes were engaged with a gap so that they could move in the orbital direction. Therefore, two digits G
1 and G2 are connected to one end of a fixed bearing S1fix,
S2fix and S2fix, respectively, and the other end is supported by the movable-side supports S1mov and S2mov having the same configuration.

【0004】[0004]

【考案が解決しようとする課題】一方、軌道幅方向につ
いても、架設誤差、温度変化による軌道幅方向への伸縮
等を考慮し、上沓と下沓との係合も、軌道幅方向へのあ
る遊間を持ったものとしていた。しかしながら、例え
ば、軌道方向に隣合う2本の軌道桁101が、軌道幅方
向に関してそれぞれ反対方向へ移動してしまうと、軌道
自体が相対的にずれてしまい不都合が生じる。そのた
め、遊間を大きくすると軌道幅方向へのずれが生じてし
まい、逆に上沓と下沓との遊間を小さくすると架設誤
差、温度変化による軌道幅方向への伸縮を吸収できなく
なるという問題があり、軌道幅方向の精度管理が課題で
あった。
On the other hand, in the track width direction, the engagement between the upper shoe and the lower shoe is also considered in the track width direction in consideration of the installation error, expansion and contraction in the track width direction due to temperature change, and the like. It had a certain yuma. However, for example, if two track girders 101 adjacent to each other in the track direction move in the opposite directions with respect to the track width direction, the track itself relatively shifts, which causes inconvenience. For this reason, if the play is increased, a shift in the track width direction occurs.On the contrary, if the play between the upper shoe and the lower shoe is reduced, there is a problem that it is not possible to absorb the installation error and expansion and contraction in the track width direction due to a temperature change. However, accuracy control in the track width direction was an issue.

【0005】そこで本考案は上記の課題を解決すること
を目的とし、軌道幅方向の精度管理が容易な軌道桁の支
承構造を提供することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a bearing structure of a track girder which can easily control the accuracy in the track width direction.

【0006】[0006]

【課題を解決するための手段及び作用】かかる目的を達
成すべく、本考案は課題を解決するための手段として次
の構成を取った。即ち、軌道桁等の上部構造に固定され
る上沓と、橋脚等の下部構造に固定され、上記上沓と係
合可能な下沓とを備える支承を、軌道の幅方向に複数設
けた軌道桁の支承構造において、軌道の幅方向に複数設
けた複数の支承の内1箇所の支承については、上記上沓
と上記下沓との、軌道幅方向への位置ずれを防止するよ
う係合させ、残りの支承については、上記上下沓間に、
温度変化及び作用荷重による上記上部構造の伸縮・たわ
みを吸収可能な軌道幅方向への隙間を持たせて両者を係
合させたことを特徴とする軌道桁の支承構造の構成がそ
れである。
In order to achieve the above object, the present invention has the following structure as means for solving the problems. That is, a track provided with a plurality of bearings, which are fixed to an upper structure such as a track girder and the like and a lower shoe fixed to a lower structure such as a pier and engageable with the upper shoe, are provided in the width direction of the track. In the girder support structure, one of the plurality of supports provided in the track width direction is engaged so as to prevent the upper and lower shoes from being displaced in the track width direction. , For the remaining bearings,
This is a configuration of a bearing structure of a track girder, wherein a gap is provided in a track width direction capable of absorbing expansion and contraction and deflection of the upper structure due to a temperature change and an acting load, and both are engaged with each other.

【0007】本考案の支承構造によれば、軌道の幅方向
に複数設けた複数の支承の内、1箇所の支承について
は、上下沓間の軌道幅方向への位置ずれを防止するよう
係合させ、残りの支承については、上下沓間に上部構造
の伸縮・たわみを吸収可能な軌道幅方向への隙間を持た
せて両者を係合させているので、軌道幅方向について1
箇所の支承で精度管理が可能である。そして、その支承
においては、温度変化や作用荷重による変位分をほとん
ど考慮する必要がなく、位置ずれの防止の度合を強くし
ても問題ない。
According to the bearing structure of the present invention, one of the plurality of bearings provided in the width direction of the track is engaged so as to prevent displacement between the upper and lower shoe in the track width direction. For the remaining bearings, a gap is provided between the upper and lower shoes in the track width direction capable of absorbing the expansion and contraction and deflection of the upper structure, so that they are engaged with each other.
Accuracy control is possible with the support of the location. In the support, there is almost no need to consider the amount of displacement due to a temperature change or an acting load, and there is no problem even if the degree of prevention of displacement is increased.

【0008】したがって、軌道方向に並ぶ軌道桁同士
の、対応する支承をそれぞれ軌道幅方向への位置ずれを
防止するよう係合させれば、両桁間で、軌道が幅方向に
相対的にずれることもなく軌道幅方向の精度管理が容易
である。
Accordingly, if the corresponding bearings of the track girders arranged in the track direction are engaged so as to prevent displacement in the track width direction, the track relatively shifts in the width direction between the two girders. The accuracy control in the track width direction is easy without any problem.

【0009】[0009]

【実施例】以下本考案の実施例を図面に基づいて詳細に
説明する。図1(A)は、本考案の一実施例である支承
を軌道方向に見た部分断面図、図1(B)は同じく軌道
幅方向に見た部分断面図、図2は上沓と下沓の斜視図で
ある。本実施例の支承は、上沓1、下沓11、ベアリン
グプレート21を備えている。上沓1は上部構造である
軌道桁Gにアンカーボルト3で固定されており、上沓1
の軌道幅方向の両端には、軌道方向に耳部5a,5bを
残す切欠部7を形成した段部9がそれぞれ設けられてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1A is a partial cross-sectional view of a bearing according to an embodiment of the present invention in a track direction, FIG. 1B is a partial cross-sectional view of the same in a track width direction, and FIG. It is a perspective view of a shoe. The bearing of the present embodiment includes an upper shoe 1, a lower shoe 11, and a bearing plate 21. The upper shoe 1 is fixed to a track girder G as an upper structure with anchor bolts 3.
Step portions 9 are formed at both ends in the orbital width direction in which notches 7 are formed to leave ear portions 5a and 5b in the orbital direction.

【0010】一方、下沓11は下部構造である橋脚Bに
アンカーボルト13で固定されており、下沓11の軌道
幅方向の両端には、上沓1の切欠部7と係合する突出部
15がそれぞれ設けられている。上沓1と下沓11との
間にはベアリングプレート21が配されており、軌道桁
Gの伸縮及び回転を許容させる。そして、ベアリングプ
レート21が配置された下沓11の凹部18の外周には
環状溝19が形成されており、シールリング20がはめ
込まれている。
On the other hand, the lower shoe 11 is fixed to a pier B which is a lower structure by an anchor bolt 13, and at both ends in the track width direction of the lower shoe 11, projecting portions which engage with the notches 7 of the upper shoe 1 are provided. 15 are provided. A bearing plate 21 is provided between the upper shoe 1 and the lower shoe 11 to allow the track girder G to expand, contract, and rotate. An annular groove 19 is formed on the outer periphery of the concave portion 18 of the lower shoe 11 in which the bearing plate 21 is disposed, and a seal ring 20 is fitted therein.

【0011】また、下沓11の突出部15にはフック状
のサイドブロック17が固定されており、上沓1の段部
9を上下方向に係止して上沓1の浮き上がりを防止す
る。このような構成の支承が、図4に示す2本の桁、第
1桁G1及び第2桁G2の固定側及び可動側にそれぞれ
配置されるのであるが、固定側における第1桁G1側の
支承S1fix と第2桁G2側の支承S2fix 、可動側に
おける第1桁G1側の支承S1mov と第2桁G2側の支
承S2mov の4つの支承はそれぞれ上沓1と下沓11と
の係合状態が異なっている。以下その4つの支承S1fi
x ,S2fix,S1mov ,S2mov の係合について説明
する。
A hook-shaped side block 17 is fixed to the projecting portion 15 of the lower shoe 11, and the step 9 of the upper shoe 1 is locked in the vertical direction to prevent the upper shoe 1 from rising. The bearings having such a configuration are disposed on the fixed side and the movable side of the two girder, the first girder G1 and the second girder G2 shown in FIG. 4, respectively. The four bearings, the bearing S1fix and the bearing S2fix on the second digit G2 side, and the bearing S1mov on the first digit G1 side and the bearing S2mov on the second digit G2 side on the movable side are engaged with the upper shoe 1 and the lower shoe 11, respectively. Are different. Below are the four bearings S1fi
The engagement of x, S2fix, S1mov, and S2mov will be described.

【0012】図2における上沓1のA−A断面及び下沓
11のB−B断面を図3(A)に、上沓1及び下沓11
の側面図を図3(B)に示す。図3(A)に示すよう
に、上沓1の軌道幅方向の両端に設けられた2つの切欠
部7同士の距離をL1とし、一方、その切欠部7とそれ
ぞれ係合する下沓11の2つの突出部15同士の距離を
L2とする。また、図3(B)に示すように、上沓1に
おける耳部5a,5b間の距離、即ち切欠部7の幅をW
1、一方、その切欠部7と係合する下沓11の突出部1
5の幅をW2とする。本実施例の4つの支承S1fix ,
S2fix ,S1mov ,S2mov における、上述した各値
L1,L2,W1,W2を表1に示す。
FIG. 3A shows an AA section of the upper shoe 1 and a BB section of the lower shoe 11 in FIG.
Is shown in FIG. 3 (B). As shown in FIG. 3 (A), the distance between two notches 7 provided at both ends of the upper shoe 1 in the track width direction is L1, and on the other hand, the lower shoes 11 which respectively engage with the notches 7 are provided. The distance between the two protrusions 15 is L2. As shown in FIG. 3B, the distance between the ears 5a and 5b in the upper shoe 1, that is, the width of the notch 7 is W.
1. On the other hand, the protruding portion 1 of the lower shoe 11 engaging with the notch 7
The width of 5 is W2. Four bearings S1fix of this embodiment,
Table 1 shows the values L1, L2, W1, and W2 of S2fix, S1mov, and S2mov described above.

【0013】[0013]

【表1】 [Table 1]

【0014】まず、固定側の2つの支承S1fix ,S2
fix について説明する。表1からも判るように、軌道方
向には、第1桁G1の支承S1fix 、第2桁G2の支承
S2fix ともに、切欠部7の幅W1は140mm、突出
部15の幅W2は144mmである。したがって、製作
誤差等を吸収するだけの小さな隙間しかなく、軌道方向
における固定側となる。
First, two fixed-side supports S1fix, S2
Explain the fix. As can be seen from Table 1, the width W1 of the notch 7 is 140 mm and the width W2 of the protrusion 15 is 144 mm in both the bearing S1fix of the first digit G1 and the bearing S2fix of the second digit G2 in the track direction. Accordingly, there is only a small gap enough to absorb a manufacturing error or the like, and the space is fixed on the track direction.

【0015】一方、軌道幅方向には、第1桁G1の支承
S1fix の切欠部7同士の距離L1は256mm、突出
部15同士の距離L2は260mmであり、また、第2
桁G2の支承S2fix の切欠部7同士の距離L1は25
0mm、突出部15同士の距離L2は260mmであ
る。したがって、第1桁G1の支承S1fix には、製作
誤差等を吸収するだけの小さな隙間しかなく、軌道幅方
向における基準側となり、軌道幅方向への架設誤差、温
度変化による軌道幅方向への伸縮は、第2桁G2側の支
承S2fix が吸収する。
On the other hand, in the track width direction, the distance L1 between the notches 7 of the support S1fix of the first girder G1 is 256 mm, the distance L2 between the protrusions 15 is 260 mm, and
The distance L1 between the notches 7 of the bearing S2fix of the girder G2 is 25.
0 mm, and the distance L2 between the protrusions 15 is 260 mm. Therefore, the bearing S1fix of the first girder G1 has only a small gap for absorbing a manufacturing error or the like, and serves as a reference side in the track width direction. Is absorbed by the bearing S2fix on the second digit G2 side.

【0016】次に、可動側の2つの支承S1mov ,S2
mov について説明する。表1からも判るように、軌道方
向には、第1桁G1の支承S1mov 、第2桁G2の支承
S2mov ともに、切欠部7の幅W1は140mm、突出
部15の幅W2は250mmである。即ち、110mm
の差があり、この隙間が、桁G1,G2の自重及び作用
する種々の荷重によるたわみや、温度変化によって生じ
る軌道方向への伸縮を吸収する。
Next, two movable-side supports S1mov, S2
mov will be described. As can be seen from Table 1, the width W1 of the notch 7 is 140 mm and the width W2 of the protrusion 15 is 250 mm in both the bearing S1mov of the first digit G1 and the bearing S2mov of the second digit G2 in the track direction. That is, 110 mm
This gap absorbs deflection due to the weight of the girders G1 and G2 and various loads acting thereon, and expansion and contraction in the orbital direction caused by a temperature change.

【0017】一方、軌道幅方向には、第1桁G1の支承
S1mov の切欠部7同士の距離L1は256mm、突出
部15同士の距離L2は260mmであり、また、第2
桁G2の支承S2mov の切欠部7同士の距離L1は25
0mm、突出部15同士の距離L2は260mmであ
る。したがって、第1桁G1の支承S1mov には、製作
誤差等を吸収するだけの小さな隙間しかなく、軌道幅方
向における基準側となり、軌道幅方向への架設誤差、温
度変化による軌道幅方向への伸縮は、第2桁G2側の支
承S2mov が吸収する。
On the other hand, in the track width direction, the distance L1 between the notches 7 of the support S1mov of the first girder G1 is 256 mm, the distance L2 between the protrusions 15 is 260 mm, and the second
The distance L1 between the notches 7 of the support S2mov of the girder G2 is 25.
0 mm, and the distance L2 between the protrusions 15 is 260 mm. Therefore, the bearing S1mov of the first girder G1 has only a small gap for absorbing a manufacturing error or the like, and serves as a reference side in the track width direction. Is absorbed by the bearing S2mov on the second digit G2 side.

【0018】このように、固定側の2つの支承S1fix
,S2fix 、可動側の2つの支承S1mov ,S2mov
共に、軌道幅方向については、第1桁G1側の支承S1
fix ,S1mov を基準とすることができ、その支承S1
fix ,S2fix においては、温度変化や作用荷重による
変位分をほとんど考慮する必要がなく、製作誤差等の最
低限の誤差を吸収できればよいので、上沓1と下沓11
との位置ずれの防止の度合を強くしても何等問題ない。
Thus, the two fixed-side supports S1fix
, S2fix, two movable-side supports S1mov, S2mov
In both cases, the bearing S1 on the first girder G1 side in the track width direction.
fix, S1mov can be used as a reference, and its support S1
For fix and S2fix, there is almost no need to consider the amount of displacement due to temperature changes and applied loads, and it is sufficient to absorb the minimum errors such as manufacturing errors.
There is no problem even if the degree of prevention of misalignment is increased.

【0019】したがって、軌道方向に並ぶ各軌道桁10
1について、第1桁G1側の支承S1fix ,S1mov を
それぞれ軌道幅方向への位置ずれを防止するよう、例え
ば表1に示したような寸法で上沓1、下沓11を製作し
て係合させれば、両軌道桁101間で、軌道が幅方向に
相対的にずれることもない。軌道幅方向の精度管理が第
1桁G1側だけでよく容易である。
Therefore, each track girder 10 arranged in the track direction
For example, the upper shoe 1 and the lower shoe 11 are manufactured and engaged with the dimensions shown in Table 1, for example, in order to prevent the bearings S1fix and S1mov on the first girder G1 side from being displaced in the track width direction. By doing so, the track does not relatively shift in the width direction between the two track beams 101. Accuracy control in the track width direction is easy only on the first digit G1 side.

【0020】なお、上述の実施例では軌道幅方向に2つ
の支承がある場合について説明したが、3つ以上ある場
合でも、その内1つ支承の上沓1と下沓11とを軌道幅
方向への位置ずれを防止するように係合させて位置決め
の基準とすればよい。この場合も同様に、軌道幅方向の
精度管理が1箇所だけでよく容易である。
In the above-described embodiment, the case where there are two bearings in the track width direction has been described. However, even if there are three or more bearings, one of the upper and lower shoes 1 and 11 is connected to the track width direction. It is only necessary to engage them so as to prevent positional deviation from being used as a reference for positioning. Also in this case, similarly, the accuracy control in the track width direction can be easily performed by only one location.

【0021】以上本考案はこの様な実施例に何等限定さ
れるものではなく、本考案の要旨を逸脱しない範囲にお
いて種々なる態様で実施し得る。例えば、コンクリート
桁についても同様に実施できる。また、上述の実施例で
は直線状の軌道桁について採用した例を説明したが、カ
ーブに用いられる曲線状の軌道桁についても同様に実施
できる。
As described above, the present invention is not limited to such an embodiment, and can be implemented in various modes without departing from the gist of the present invention. For example, the same can be applied to a concrete girder. Further, in the above-described embodiment, an example is described in which a straight track girder is employed, but the same can be applied to a curved track girder used for a curve.

【0022】[0022]

【考案の効果】以上詳述したように本考案の軌道桁の支
承構造によれば、軌道幅方向に複数設けた支承の内1箇
所の支承については、上下沓間の軌道幅方向への位置ず
れを防止するよう係合させ、残りの支承については、伸
縮・たわみを吸収可能な軌道幅方向への隙間を持たせて
両者を係合させているので、軌道幅方向について1箇所
の支承で精度管理が可能である。したがって、軌道方向
に並ぶ軌道桁同士の、対応する支承をそれぞれ軌道幅方
向への位置ずれを防止するよう係合させれば、両軌道桁
間で、軌道が幅方向に相対的にずれることもなく軌道幅
方向の精度管理が容易であるという効果を奏する。
As described in detail above, according to the bearing structure of the track girder of the present invention, one of the plurality of bearings provided in the track width direction is positioned in the track width direction between the upper and lower shoe. The two bearings are engaged so as to prevent displacement, and the remaining bearings are engaged with each other with a gap in the track width direction capable of absorbing expansion and contraction. Quality control is possible. Therefore, if the corresponding bearings of the track girder arranged in the track direction are engaged so as to prevent displacement in the track width direction, the track can be relatively shifted in the width direction between both track girder. Therefore, there is an effect that accuracy control in the track width direction is easy.

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

【図1】(A)は、本考案の一実施例である支承を軌道
方向に見た部分断面図、(B)は同じく軌道幅方向に見
た部分断面図である。
FIG. 1A is a partial cross-sectional view of a bearing according to an embodiment of the present invention in a track direction, and FIG. 1B is a partial cross-sectional view of the same in a track width direction.

【図2】上沓と下沓の斜視図である。FIG. 2 is a perspective view of an upper shoe and a lower shoe.

【図3】(A)は切欠部同士の距離L1と突出部同士の
距離L2を示す断面図、(B)は切欠部の幅W1と突出
部の幅W2を示す側面図である。
FIG. 3A is a cross-sectional view showing a distance L1 between notches and a distance L2 between protrusions, and FIG. 3B is a side view showing a width W1 of the notch and a width W2 of the protrusion.

【図4】2本の桁が軌道幅方向に並ぶ軌道桁の一般的な
支承構造を概略説明する為の図であり、(A)は側面
図、(B)は同上面図、(C)は軌道方向に見た場合の
概略説明図である。
4A and 4B are diagrams for schematically explaining a general support structure of a track girder in which two girder are arranged in the track width direction, wherein FIG. 4A is a side view, FIG. 4B is a top view, and FIG. FIG. 4 is a schematic explanatory diagram when viewed in the orbit direction.

【符号の説明】[Explanation of symbols]

S1fix ,S2fix ,S1mov ,S2mov …支承 B…橋脚、 G1…第1桁、 G2…第2桁、
1…上沓、5a,5b…耳部、 7…切欠部、
9…段部、 11…下沓、15…突出部、
21…ベアリングプレート、 101…軌道桁
S1fix, S2fix, S1mov, S2mov ... Support B ... Pier, G1 ... First digit, G2 ... Second digit,
1 ... upper shoe, 5a, 5b ... ear, 7 ... notch,
9 ... step, 11 ... lower shoe, 15 ... projection,
21: Bearing plate, 101: Track girder

───────────────────────────────────────────────────── フロントページの続き (72)考案者 鬼頭 英理 愛知県名古屋市中村区名駅南一丁目17番 14号 中部エイチ・エス・エス・ティ開 発株式会社内 (72)考案者 尾崎 護 愛知県名古屋市熱田区三本松町1番1号 日本車輌製造株式会社内 (72)考案者 山口 尚志 愛知県名古屋市熱田区三本松町1番1号 日本車輌製造株式会社内 (56)参考文献 特開 昭58−127803(JP,A) 特開 昭58−127802(JP,A) 特開 昭49−44531(JP,A) 特開 昭54−91932(JP,A) 特開 平2−164902(JP,A) 実開 昭63−190315(JP,U) ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Eri Kito 1-17-17 Minamieki, Nakamura-ku, Nagoya-shi, Aichi Prefecture Inside Chubu HSTS Development Co., Ltd. (72) Inventor Omori Ozaki Japan Vehicle Manufacturing Co., Ltd. (1-1) Mihonmatsu-cho, Atsuta-ku, Nagoya, Japan (72) Inventor Naoshi Yamaguchi 1-1, Sanbonmatsu-cho, Atsuta-ku, Nagoya, Aichi, Japan (56) References JP 58-127803 (JP, A) JP-A-58-127802 (JP, A) JP-A-49-44531 (JP, A) JP-A-54-91932 (JP, A) JP-A-2-164902 (JP, A) A) Real opening 63-190315 (JP, U)

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 軌道桁等の上部構造に固定される上沓
と、 橋脚等の下部構造に固定され、上記上沓と係合可能な下
沓とを備える支承を、軌道の幅方向に複数設けた軌道桁
の支承構造において、 軌道の幅方向に複数設けた複数の支承の内1箇所の支承
については、上記上沓と上記下沓との、軌道幅方向への
位置ずれを防止するよう係合させ、 残りの支承については、上記上下沓間に、温度変化及び
作用荷重による上記上部構造の伸縮・たわみを吸収可能
な軌道幅方向への隙間を持たせて両者を係合させたこと
を特徴とする軌道桁の支承構造。
1. A bearing having an upper shoe fixed to an upper structure such as a track girder and a lower shoe fixed to a lower structure such as a pier and capable of engaging with the upper shoe is provided in a plurality in the width direction of the track. In the bearing structure of the provided track girder, for one of the plurality of bearings provided in the track width direction, the upper shoe and the lower shoe are prevented from being displaced in the track width direction. The remaining bearings are engaged with each other by providing a gap between the upper and lower shoes in the track width direction that can absorb expansion and contraction and deflection of the upper structure due to temperature change and applied load. Bearing girder support structure characterized by the following.
JP982792U 1992-02-28 1992-02-28 Bearing structure of track girder Expired - Fee Related JP2566403Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP982792U JP2566403Y2 (en) 1992-02-28 1992-02-28 Bearing structure of track girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP982792U JP2566403Y2 (en) 1992-02-28 1992-02-28 Bearing structure of track girder

Publications (2)

Publication Number Publication Date
JPH0571218U JPH0571218U (en) 1993-09-28
JP2566403Y2 true JP2566403Y2 (en) 1998-03-25

Family

ID=11730971

Family Applications (1)

Application Number Title Priority Date Filing Date
JP982792U Expired - Fee Related JP2566403Y2 (en) 1992-02-28 1992-02-28 Bearing structure of track girder

Country Status (1)

Country Link
JP (1) JP2566403Y2 (en)

Also Published As

Publication number Publication date
JPH0571218U (en) 1993-09-28

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