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JP3848859B2 - Orbital girder - Google Patents
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JP3848859B2 - Orbital girder - Google Patents

Orbital girder Download PDF

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Publication number
JP3848859B2
JP3848859B2 JP2001259118A JP2001259118A JP3848859B2 JP 3848859 B2 JP3848859 B2 JP 3848859B2 JP 2001259118 A JP2001259118 A JP 2001259118A JP 2001259118 A JP2001259118 A JP 2001259118A JP 3848859 B2 JP3848859 B2 JP 3848859B2
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JP
Japan
Prior art keywords
girder
track girder
bearing
track
pedestal
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
JP2001259118A
Other languages
Japanese (ja)
Other versions
JP2003064603A (en
Inventor
真吾 原田
政尚 粟
▲昇▼ 岩本
章生 清水
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.)
Hitachi Ltd
Original Assignee
Hitachi 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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP2001259118A priority Critical patent/JP3848859B2/en
Publication of JP2003064603A publication Critical patent/JP2003064603A/en
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Publication of JP3848859B2 publication Critical patent/JP3848859B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、特に跨座型のモノレールが走行する軌道桁の支承に関するものである。
【0002】
【従来の技術】
例えば、跨座型のモノレールの軌道は、長さ20m程度の軌道桁を接続して構成されている。各軌道桁は、橋脚の間に架設されている。軌道桁の端部を橋脚に固定するものが支承である。支承には固定支承と可動支承とがあり、軌道桁の一端を固定支承により、他端を可動支承より支持している。
【0003】
従来より、固定支承としてはピン式のものが、可動支承としてはローラー式のものが提供されている。
【0004】
固定支承は上承と下承とからなり、両者は、2本のピンによって締結され、軌道桁が鉛直面内で回動可能になっている。
【0005】
可動支承も上承と下承とからなり、2つのローラーが設けられ、軌道桁が鉛直面内で回動可能であると共に、軸方向に移動可能になっている。斯かる構造により、桁の転倒モーメント,鉛直荷重,水平方向荷重に対応可能な構造となっている。
【0006】
そして、軌道桁は4点(2つのピン及び2つのローラー)で支持された状態になっている。
【0007】
【発明が解決しようとする課題】
上記支承においては、可動可能なように、ピン又はローラーと支承構造本体との間にギャップが設けられている、そのため、前記ギャップの1つが経年磨耗により鉛直方向に拡大されると、軌道桁が3点支持の状態になり、軌道桁がローリングするという問題点があった。
【0008】
また、ピン又はローラーを構成要素とするために、構造が複雑となり、価格が高価であった。
【0009】
本発明は、3点支持の状態となるのを防止できると共に、低廉化することができる支承を提供することにある。
【0010】
【課題を解決するための手段】
橋脚の上に台座があり、該台座の上に、ライナー積層ゴム上面が球面の球面座支承の鍔を順次載せており、
この組は軌道桁の長手方向の両端において前記起動桁の幅方向の両側にそれぞれあり、
前記支承に前記軌道桁を載せており、
前記軌道桁の長手方向において、それぞれの前記組の前記ライナーの前後の位置に前記固定座があり、
該固定座は、前記台座に、溶接で固定されており、
前記軌道桁の長手方向に沿って前記鍔の上に載せた押え金の両端を前記固定座にボルトナットで締結していること、
によって達成できる。
【0011】
【発明の実施の形態】
本発明の実施例に係る支承について図1〜図4により説明する。図1は図2のIA−IB−IC−ID断面図である。
【0012】
跨座型モノレール車両9が走行する軌道桁10の端部は橋脚20に支承30を介して固定されている。軌道桁10はコンクリート製のため、架面に鉄製の台座15を固定している。橋脚20はコンクリート製のため、上面に鉄製の台座21を固定している。
【0013】
台座21の上面に、ライナー40,40、積層ゴム43,43、上面が球面の球面座45,45、そして支承30の鍔31,31が順次載っている。支承30は台座15を介して軌道桁10を載せている。
【0014】
ライナー40,積層ゴム43,球面座45は上方から見て円形である。これらの組は軌道桁10の幅方向(桁の長手方向に対して直交する方向)の2箇所にある。これらの組は軌道桁10の側面よりも外側にある。球面座45の上面は上方に凸の球面状である。球の半径は大きい。球面座45は鉄製である。鍔31の下面は球面状に凹んでいる。この凹部の球面の半径は球面座45の上面の半径よりも大きい。球面座45の下面に積層ゴム43を一体に設けている。
【0015】
軌道桁10の長手方向において、それぞれのライナー40の両側には固定座25を台座21に溶接によって固定している。固定座25はボルト55の下端のナットを締結できる空間を有する。鍔31の上面に押え金50を載せ、押え金50の両端を固定座25,25にボルトナット55で締結する。これによって鍔31は台座21に固定される。押え金50は軌道桁10の長手方向に沿っている。押え金50は軌道桁10の両側にある。
【0016】
支承30の上面の凸部35は台座15の穴に挿入されて位置決めされている。台座25に設置した柱60が支承30の下面の穴に挿入され、位置決めされている。柱60とこれを入れる穴との間には適宜な隙間がある。特に、軌道桁10の長手方向に隙間がある。柱60およびこれを入れる穴は水平断面が4角形である。
【0017】
かかる構成によれば、温度差やモノレールの走行による軌道桁10の伸縮が生じた場合は、積層ゴム40の剪断変形,柱60とその穴の隙間等によって伸縮を許容する。また、軌道桁10の鉛直面内の回転は、積層ゴム43の変形(主として圧縮偏変形)により可能とする。なお、軌道桁10の幅方向の移動は柱60とその穴とより規制される。軌道桁10の上揚力はボルト55で防止される。
【0018】
以上により、移動を許容すると共に、位置決めを図ることができる。これによれば、従来のようにピンまたはローラーを用いないので、軌道桁10が3点支持の状態となるのを防止することができる。その結果、軌道桁10のローリングを防ぎ、モノレール車両の安全性を向上させることができる。
【0019】
また、上記の如く構成を簡単にでき、安価にできるものである。また、従来においては軌道桁10の一端を固定支承,他端を可動支承としていたが、蒸気構成によれば、一種類の支承30で足りる。その結果、生産コストを下げることができる。
【0020】
なお、上記実施例は跨座型のモノレール車両が走行する軌道桁を支承するものであったが、本発明はそれに限定されることなく、例えば他の交通手段が走行する軌道桁にも適用することができる。
【0021】
なお、橋脚20とは橋台等の基礎構造物を含むものである。また、支承30は軌道桁10の中央部等にも設置できるものである。
【0022】
【発明の効果】
本発明によれば、簡単な構成で、桁が3点支持の状態となるのを防止することができるものである。
【図面の簡単な説明】
【図1】本発明の一実施例の支承部の一部破断の正面図である。
【図2】図1の平面図である。
【図3】図1の右側面図である。
【図4】本発明の実施例に係る支承の使用状態を示す斜視図である。
【符号の説明】
10…軌道桁、20…橋脚、21…台座、25…固定座、30…支承、31…鍔、40…ライナー、43…積層ゴム、45…球面座、50…押え金、55…ボルトナット、60…柱。
[0001]
BACKGROUND OF THE INVENTION
The present invention particularly relates to the support of a track girder on which a straddle-type monorail travels.
[0002]
[Prior art]
For example, the track of a straddle-type monorail is configured by connecting track girders having a length of about 20 m. Each track girder is installed between piers. A bearing is one that fixes the end of the track girder to the pier. The bearing includes a fixed bearing and a movable bearing. One end of the track girder is supported by the fixed bearing and the other end is supported by the movable bearing.
[0003]
Conventionally, a pin type is provided as a fixed bearing, and a roller type is provided as a movable bearing.
[0004]
The fixed bearing is composed of an upper bearing and a lower bearing, both of which are fastened by two pins so that the track girder can be rotated in a vertical plane.
[0005]
The movable bearing is also composed of an upper bearing and a lower bearing, and is provided with two rollers. The track girder can be rotated in a vertical plane and can be moved in the axial direction. With such a structure, the structure can cope with the overturning moment, vertical load, and horizontal load of the girder.
[0006]
The track girder is supported by four points (two pins and two rollers).
[0007]
[Problems to be solved by the invention]
In the above-mentioned support, a gap is provided between the pin or roller and the support structure main body so as to be movable. Therefore, when one of the gaps is expanded in the vertical direction due to aged wear, There was a problem that the track girder was rolling because it became a three-point support state.
[0008]
Further, since the pin or roller is a constituent element, the structure is complicated and the price is expensive.
[0009]
An object of the present invention is to provide a support capable of preventing the three-point support state and reducing the cost.
[0010]
[Means for Solving the Problems]
There is a pedestal on the bridge pier , and on this pedestal , a liner , laminated rubber , a spherical seat with a spherical upper surface, and a support collar are sequentially placed.
This set is on both sides in the width direction of the starting beam at both ends in the longitudinal direction of the track beam ,
The orbital girder is placed on the bearing,
In the longitudinal direction of the track girder, there are the fixed seat to the position of the front and rear of each of said sets of said liner,
The fixed seat is fixed to the pedestal by welding,
Fastening both ends of the presser foot placed on the bar along the longitudinal direction of the track girder to the fixed seat with bolts and nuts;
Can be achieved.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
A support according to an embodiment of the present invention will be described with reference to FIGS. 1 is a cross-sectional view taken along line IA-IB-IC-ID in FIG.
[0012]
The end of the track girder 10 on which the straddle-type monorail vehicle 9 travels is fixed to the pier 20 via a support 30. Since the track girder 10 is made of concrete, an iron pedestal 15 is fixed to the frame surface. Since the pier 20 is made of concrete, an iron pedestal 21 is fixed on the upper surface.
[0013]
On the upper surface of the pedestal 21, liners 40 and 40, laminated rubber 43 and 43, spherical seats 45 and 45 having a spherical upper surface, and flanges 31 and 31 of the support 30 are sequentially placed. The bearing 30 carries the track girder 10 via the pedestal 15.
[0014]
The liner 40, the laminated rubber 43, and the spherical seat 45 are circular when viewed from above. These groups are present at two locations in the width direction of the orbital beam 10 (direction orthogonal to the longitudinal direction of the beam). These sets are outside the side surface of the track girder 10. The upper surface of the spherical seat 45 has an upward convex spherical shape. The radius of the sphere is large. The spherical seat 45 is made of iron. The bottom surface of the collar 31 is recessed in a spherical shape. The radius of the spherical surface of the recess is larger than the radius of the upper surface of the spherical seat 45. A laminated rubber 43 is integrally provided on the lower surface of the spherical seat 45.
[0015]
In the longitudinal direction of the track girder 10, fixing seats 25 are fixed to the base 21 by welding on both sides of each liner 40. The fixed seat 25 has a space in which the nut at the lower end of the bolt 55 can be fastened. The presser foot 50 is placed on the upper surface of the collar 31, and both ends of the presser foot 50 are fastened to the fixing seats 25, 25 with bolts and nuts 55. As a result, the collar 31 is fixed to the base 21. The presser foot 50 is along the longitudinal direction of the track girder 10. The presser foot 50 is on both sides of the track girder 10.
[0016]
The convex portion 35 on the upper surface of the support 30 is inserted into the hole of the base 15 and positioned. A pillar 60 installed on the pedestal 25 is inserted into a hole in the lower surface of the support 30 and positioned. There is an appropriate gap between the pillar 60 and the hole for inserting it. In particular, there is a gap in the longitudinal direction of the track girder 10. The pillar 60 and the hole for inserting the pillar 60 have a quadrangular horizontal cross section.
[0017]
According to this configuration, when the expansion and contraction of the track girder 10 occurs due to a temperature difference or monorail travel, the expansion and contraction is allowed by the shear deformation of the laminated rubber 40, the gap between the pillar 60 and its hole, and the like. Further, the rotation of the track girder 10 in the vertical plane is made possible by the deformation (mainly compression bias deformation) of the laminated rubber 43. The movement in the width direction of the track girder 10 is restricted by the pillar 60 and its hole. The lifting force of the track girder 10 is prevented by the bolt 55.
[0018]
As described above, movement can be allowed and positioning can be achieved. According to this, since no pin or roller is used as in the prior art, it is possible to prevent the track beam 10 from being in a three-point supported state. As a result, rolling of the track girder 10 can be prevented and the safety of the monorail vehicle can be improved.
[0019]
In addition, the configuration can be simplified as described above, and the cost can be reduced. Conventionally, one end of the track girder 10 is a fixed bearing and the other end is a movable bearing. However, according to the steam configuration, only one type of bearing 30 is sufficient. As a result, the production cost can be reduced.
[0020]
In addition, although the said Example supported the track | girder beam which a straddle-type monorail vehicle drive | works, this invention is not limited to it, For example, it applies also to the track | girder beam which another transportation means drive | works. be able to.
[0021]
The pier 20 includes a foundation structure such as an abutment. Further, the support 30 can be installed at the center of the track girder 10 or the like.
[0022]
【The invention's effect】
According to the present invention, it is possible to prevent the girders from being in a three-point support state with a simple configuration.
[Brief description of the drawings]
FIG. 1 is a partially cutaway front view of a support portion according to an embodiment of the present invention.
2 is a plan view of FIG. 1. FIG.
FIG. 3 is a right side view of FIG. 1;
FIG. 4 is a perspective view showing a usage state of a bearing according to an embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 ... Orbital girder, 20 ... Pier, 21 ... Base, 25 ... Fixed seat, 30 ... Bearing, 31 ... Rod, 40 ... Liner, 43 ... Laminated rubber, 45 ... Spherical seat, 50 ... Presser foot, 55 ... Bolt nut, 60 ... pillar.

Claims (1)

橋脚の上に台座があり、該台座の上に、ライナー積層ゴム上面が球面の球面座支承の鍔を順次載せており、
この組は軌道桁の長手方向の両端において前記起動桁の幅方向の両側にそれぞれあり、
前記支承に前記軌道桁を載せており、
前記軌道桁の長手方向において、それぞれの前記組の前記ライナーの前後の位置に前記固定座があり、
該固定座は、前記台座に、溶接で固定されており、
前記軌道桁の長手方向に沿って前記鍔の上に載せた押え金の両端を前記固定座にボルトナットで締結していること、
を特徴とする軌道桁。
There is a pedestal on the bridge pier , and on this pedestal , a liner , laminated rubber , a spherical seat with a spherical upper surface, and a support collar are sequentially placed.
This set is on both sides in the width direction of the starting beam at both ends in the longitudinal direction of the track beam ,
The orbital girder is placed on the bearing,
In the longitudinal direction of the track girder, there are the fixed seat to the position of the front and rear of each of said sets of said liner,
The fixed seat is fixed to the pedestal by welding,
Fastening both ends of the presser foot placed on the bar along the longitudinal direction of the track girder to the fixed seat with bolts and nuts;
Orbital girder characterized by
JP2001259118A 2001-08-29 2001-08-29 Orbital girder Expired - Fee Related JP3848859B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001259118A JP3848859B2 (en) 2001-08-29 2001-08-29 Orbital girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001259118A JP3848859B2 (en) 2001-08-29 2001-08-29 Orbital girder

Publications (2)

Publication Number Publication Date
JP2003064603A JP2003064603A (en) 2003-03-05
JP3848859B2 true JP3848859B2 (en) 2006-11-22

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Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108221510A (en) * 2018-02-11 2018-06-29 北京交通大学 A kind of magnetic levitation track girder
CN110359364B (en) * 2018-03-26 2021-11-12 比亚迪股份有限公司 Track beam support and track traffic system with same
CN110281974A (en) * 2019-07-26 2019-09-27 中铁第四勘察设计院集团有限公司 A kind of straddle-type monorail parallel-moving type bogie derailing girder system system and assembly and disassembly methods
CN110952392B (en) * 2019-12-01 2024-11-05 中铁二院工程集团有限责任公司 An easy-to-maintain vibration-damping gusset-type magnetic levitation fastener system
CN115387168A (en) * 2022-09-23 2022-11-25 成都天府轨谷科技有限公司 Straddle type rack-rail monorail beam, support structure and construction method thereof

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