JPH0354161Y2 - - Google Patents

Info

Publication number
JPH0354161Y2
JPH0354161Y2 JP12568485U JP12568485U JPH0354161Y2 JP H0354161 Y2 JPH0354161 Y2 JP H0354161Y2 JP 12568485 U JP12568485 U JP 12568485U JP 12568485 U JP12568485 U JP 12568485U JP H0354161 Y2 JPH0354161 Y2 JP H0354161Y2
Authority
JP
Japan
Prior art keywords
metal
support
clip
girder
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
Application number
JP12568485U
Other languages
Japanese (ja)
Other versions
JPS6235004U (en
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 filed Critical
Priority to JP12568485U priority Critical patent/JPH0354161Y2/ja
Publication of JPS6235004U publication Critical patent/JPS6235004U/ja
Application granted granted Critical
Publication of JPH0354161Y2 publication Critical patent/JPH0354161Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Railway Tracks (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、モノレール用桁を安定状態で弾性
的に支承することができる支承構造に関するもの
である。
[Detailed Description of the Invention] [Industrial Application Field] This invention relates to a support structure that can elastically support a monorail girder in a stable state.

〔従来技術〕[Prior art]

従来、モノレール用桁の支承構造としては、第
1図および第2図に示すように、モノレール用桁
5の長手方向に延長する円弧状支承面を有する一
対の金属製受座13を、桁巾方向に間隔をおいて
配置し、各金属製受座13を橋脚または橋台等の
支持台1の上にライナープレート14を介して載
置し、かつ金属製下部沓15を各金属製受座13
における円弧状支承面にわたつて載置すると共
に、前記支持台1の上部に固定したストツパ部材
16を下部沓15の中央部に設けられた係止孔1
7に挿入し、かつ支持台1,金属製受座13,ラ
イナープレート14および金属製下部沓15にわ
たつてアンカーボルト18を挿通して、そのアン
カーボルト18により金属製下部沓15を支持台
1に対し繋止し、金属製下部沓15における桁巾
方向の両側に設けられた溝形突出部19に金属製
上部沓20における桁巾方向の両側に設けられた
脚部21を前記溝形部分に嵌入し、その溝形突出
部19に設けられた長孔22と脚部21に設けら
れた円形孔23とにわたつてピン24を挿通した
支承構造が知られている。
Conventionally, as a support structure for a monorail girder, as shown in FIGS. Each metal catch 13 is placed on a support base 1 such as a bridge pier or abutment via a liner plate 14, and a metal lower shoe 15 is placed on each metal catch 13 at intervals in the direction.
The stopper member 16 is placed across the arcuate support surface of the support base 1 and fixed to the upper part of the support base 1 through the locking hole 1 provided in the center of the lower shoe 15.
7, and insert an anchor bolt 18 across the support base 1, the metal seat 13, the liner plate 14, and the metal lower shoe 15. The legs 21 provided on both sides of the metal upper shoe 20 in the width direction of the metal upper shoe 20 are connected to the groove-shaped protrusions 19 provided on both sides of the metal lower shoe 15 in the width direction of the girder. A support structure is known in which a pin 24 is inserted into a long hole 22 provided in the groove-shaped protrusion 19 and a circular hole 23 provided in the leg 21.

しかるに、この支承構造の場合は、大型,大重
量でかつ高価であり、しかも施工も煩雑であり、
さらにモノレール用桁5に作用する鉛直荷重,転
倒モーメント,横移動力に対し緩衝性がなく、そ
のため大きな鉛直荷重,転倒モーメント,横移動
力が衝撃的に作用する支承構造および支持台に過
大な集中応力が作用し、強度上悪影響を及ぼすと
いう問題がある。
However, this support structure is large, heavy, and expensive, and the construction is complicated.
Furthermore, there is no buffering ability for vertical loads, overturning moments, and lateral movement forces that act on the monorail girder 5, and as a result, large vertical loads, overturning moments, and lateral movement forces are excessively concentrated on the support structure and support platform, which act on the monorail girder 5 with impact. There is a problem in that stress acts and has an adverse effect on strength.

〔考案の目的、構成〕[Purpose of the invention, structure]

この考案は前述の問題を有利に解決できるモノ
レール用桁の支承構造を提供することを目的とす
るものであつて、この考案の要旨とするところ
は、支持台1の上面に金属製枠型基板2が載置さ
れると共に、ゴム層3を有する下部沓4の下部が
前記枠型基板2内に嵌入されて支持台1に載置さ
れ、モノレール用桁5の下部に固定された金属製
上部沓6は前記下部沓4に載置され、前記金属製
枠型基板2の桁巾方向の両側に、金属製上部沓6
の下部側面7および中間上面8に対向する支承面
を有する金属製クリツプ9が載置されると共に、
そのクリツプ9の側面に係合するクリツプ受部材
10が一体に設けられ、前記クリツプ9と金属製
枠型基板2とはアンカーボルト11により支持台
1に固定され、前記下部側面7および中間上面8
とクリツプ9の支承面との間にゴム製支承材12
が介在されていることを特徴とするモノレール用
桁の支承構造にある。
The purpose of this invention is to provide a support structure for a monorail girder that can advantageously solve the above-mentioned problems. 2 is placed thereon, and the lower part of the lower shoe 4 having the rubber layer 3 is fitted into the frame substrate 2 and placed on the support stand 1, and a metal upper part fixed to the lower part of the monorail girder 5 is placed. Shoes 6 are placed on the lower shoe 4, and metal upper shoes 6 are placed on both sides of the metal frame substrate 2 in the girder width direction.
A metal clip 9 having opposing bearing surfaces is placed on the lower side surface 7 and intermediate upper surface 8 of the
A clip receiving member 10 that engages with the side surface of the clip 9 is integrally provided, and the clip 9 and the metal frame substrate 2 are fixed to the support base 1 with anchor bolts 11, and the lower side surface 7 and the intermediate upper surface 8
A rubber support material 12 is placed between the support surface of the clip 9 and the support surface of the clip 9.
The present invention provides a support structure for a monorail girder, characterized in that a support structure for a monorail girder is provided with

〔実施例〕〔Example〕

次にこの考案を図示の例によつて詳細に説明す
る。
Next, this invention will be explained in detail using illustrated examples.

第1図ないし第5図はこの考案の一実施例を示
すものであつて、コンクリート製の橋台または橋
脚からなる支持台1の上面に矩形または長方形の
開口部25を有する金属製枠型基板2が載置さ
れ、ゴム層3と金属板26との積層体からなる下
部沓4の下部が金属製枠型基板2の開口部25に
嵌入されると共に支持台1に載置され、かつ上部
にアンカー鉄筋27を固定した金属製上部沓6は
PC桁からなるモノレール用桁5の下部に固定さ
れ、さらに金属製上部沓6における桁巾方向の両
側にはクリツプ先端挿入用側方開口凹部28が設
けられている。
1 to 5 show an embodiment of this invention, in which a metal frame type substrate 2 having a rectangular or rectangular opening 25 on the upper surface of a support base 1 made of a concrete abutment or abutment. is placed on the support base 1, the lower part of the lower shoe 4 made of a laminate of the rubber layer 3 and the metal plate 26 is fitted into the opening 25 of the metal frame substrate 2, and the upper part is placed on the support base 1. The metal upper shoe 6 to which the anchor reinforcing bar 27 is fixed is
It is fixed to the lower part of the monorail girder 5 made of a PC girder, and side opening recesses 28 for inserting clip tips are provided on both sides of the metal upper shoe 6 in the girder width direction.

金属製上部沓6の下部側面7および中間上面8
に対向する支承面と補強リブ29とを備えている
金属製クリツプ9は、金属製枠型基板2における
桁巾方向の両側の上面に載置され、その金属製ク
リツプ9の先端部は金属製上部沓6の側方開口凹
部28に挿入され、予め支持台1に固定されてい
るアンカーボルト11の突出部に、前記金属製枠
型基板2および金属製クリツプ9の透孔が挿通さ
れ、かつ金属製上部沓6における下部側面7およ
び中間上面8と金属製クリツプ9における支承面
との間にはゴム製支承材12が介在され、さらに
アンカーボルト11と金属製枠型基板2および金
属製クリツプ9の透孔との間にはゴムスリーブ3
0が介在され、またアンカーボルト11の上端に
螺合されたナツト31により金属製枠型基板2お
よび金属製クリツプ9が締付固定されている。金
属製クリツプ9の側面および前後両面に対向する
鋼製クリツプ受部材10は金属製枠型基板2の上
面に載置されて溶接により一体に設けられてい
る。
Lower side surface 7 and intermediate upper surface 8 of metal upper shoe 6
The metal clip 9, which has a supporting surface facing the support surface and a reinforcing rib 29, is placed on the upper surface of both sides of the metal frame type substrate 2 in the girder width direction, and the tip of the metal clip 9 is provided with a metal frame substrate 2. The through holes of the metal frame substrate 2 and the metal clip 9 are inserted into the protrusion of the anchor bolt 11 which is inserted into the side opening recess 28 of the upper shoe 6 and fixed to the support base 1 in advance, and A rubber support material 12 is interposed between the lower side surface 7 and intermediate upper surface 8 of the metal upper shoe 6 and the support surface of the metal clip 9, and the anchor bolt 11, the metal frame type base plate 2, and the metal clip A rubber sleeve 3 is placed between the through hole 9
0 is interposed therebetween, and the metal frame-shaped substrate 2 and the metal clip 9 are tightened and fixed by a nut 31 screwed into the upper end of the anchor bolt 11. Steel clip receiving members 10, which face the side surfaces and both front and rear surfaces of the metal clip 9, are placed on the upper surface of the metal frame-shaped substrate 2 and are integrally welded.

この考案の支承構造の場合は、モノレール用桁
5の撓みおよび伸縮に対しては、下部沓4におけ
るゴム層3の弾性的な圧縮変形および剪断変形に
より対応する。また曲線部のモノレール用桁5を
モノレールカーが高速度で走行する場合は、モノ
レール用桁5の上部に大きな横圧力が作用し、そ
の横圧力はモノレール用桁5全体の横移動力およ
びモノレール用桁5の転倒モーメントとして作用
するが、この考案の支承構造においては、例えば
モノレール用桁5の上部の左側に大きな横圧力が
作用した場合、モノレール用桁5の転倒モーメン
トに対しては、ゴム層3および左側のゴム製支承
材12の水平部分の圧縮弾性により対抗し、また
モノレール用桁5全体の横移動に対しては右側の
ゴム製支承材12の垂直部分の圧縮弾性により対
抗する。
In the case of the support structure of this invention, the deflection and expansion/contraction of the monorail girder 5 are dealt with by elastic compression deformation and shear deformation of the rubber layer 3 in the lower shoe 4. In addition, when a monorail car runs at high speed on the monorail girder 5 in a curved section, a large lateral pressure acts on the upper part of the monorail girder 5, and this lateral pressure is caused by the lateral movement force of the entire monorail girder 5 and the monorail girder 5. This acts as an overturning moment for the girder 5, but in the support structure of this invention, for example, when a large lateral pressure acts on the left side of the upper part of the monorail girder 5, the rubber layer acts as an overturning moment for the monorail girder 5. 3 and the left side rubber support 12 by the compressive elasticity of the horizontal part, and the lateral movement of the entire monorail girder 5 is countered by the compressive elasticity of the vertical part of the right rubber support 12.

したがつて、前記転倒モーメントおよび横移動
力は緩衝されて支承され、かつ支承構造に過大な
集中応力が作用することはない。
Therefore, the overturning moment and the lateral movement force are supported while being buffered, and excessive concentrated stress does not act on the support structure.

この考案を実施する場合、前記金属製枠型基板
2,金属製上部沓6,金属製クリツプ9は例えば
鋼材または鋳鉄により製作される。また前記ゴム
製支承材12を金属製クリツプ9に対し予め接着
剤等により固定しておくのが好ましい。
When this invention is implemented, the metal frame base plate 2, the metal upper shoe 6, and the metal clip 9 are made of, for example, steel or cast iron. Further, it is preferable to fix the rubber support member 12 to the metal clip 9 in advance with an adhesive or the like.

雌ねじを有するアンカーボツクスを支持台1に
埋込固定し、上下両側に雄ねじを有するアンカー
ボルト11の下部の雄ねじをアンカーボツクスの
雌ねじに螺合してもよい。またこの考案は鋼製モ
ノレール桁の支承構造にも実施することができ
る。この場合は、金属製上部沓6を鋼製モノレー
ル桁に対しボルト等により固定すればよい。
An anchor box having a female thread may be embedded and fixed in the support base 1, and the lower male thread of the anchor bolt 11 having male threads on both upper and lower sides may be screwed into the female thread of the anchor box. This invention can also be applied to the support structure of steel monorail girders. In this case, the metal upper shoe 6 may be fixed to the steel monorail girder with bolts or the like.

〔考案の効果〕[Effect of idea]

この考案によれば、支持台1の上面に載置され
て固定された金属製枠型基板2の開口部25にゴ
ム層3を有する下部沓4の下部が嵌合されている
ので、支持台1の上面に載置された下部沓4の下
部を簡単な手段によつて水平方向に移動しないよ
うに強固に固定することができ、かつ下部沓4に
載置された金属製上部沓6における桁巾方向の両
側の下部側面7および中間上面8と、アンカーボ
ルト11により固定される金属製クリツプ9にお
ける支承面との間に、ゴム製支承材12が介在さ
れているので、曲線部等においてモノレールカー
の横圧によりモノレール用桁5に転倒モーメント
が作用した場合は金属製クリツプ9によりゴム製
支承材12を介して金属製上部沓6の中間上面8
が支承されるので、急激に作用するモノレール用
桁5の転倒モーメントを、ゴム製支承材12によ
り緩衝して支承すると共に下部沓4のゴム層3に
より緩衝して支承することができ、しかもモノレ
ール用桁5に桁巾方向の横圧力が急激に作用した
場合は、その横圧力を金属製クリツプ9によりゴ
ム製支承材12および金属製上部沓6の下部側面
7を介して緩衝して支承することができ、そのた
め支承構造および支持台1に集中応力が作用する
のを防止することができ、さらに金属製クリツプ
9は金属製枠型基板2に一体に設けられたクリツ
プ受部材10により支承されるので横圧に対し著
しく強固であり、また金属製枠型基板2と金属製
クリツプ9とは共通のアンカーボルト11により
固定されているので構造が簡単で施工も容易であ
る等の効果が得られる。
According to this invention, since the lower part of the lower shoe 4 having the rubber layer 3 is fitted into the opening 25 of the metal frame type substrate 2 placed and fixed on the upper surface of the support base 1, the support base The lower part of the lower shoe 4 placed on the upper surface of the lower shoe 4 can be firmly fixed by a simple means so as not to move in the horizontal direction, and the lower part of the metal upper shoe 6 placed on the lower shoe 4 can be Since a rubber support material 12 is interposed between the lower side surface 7 and the intermediate upper surface 8 on both sides in the width direction of the girder and the support surface of the metal clip 9 fixed by the anchor bolt 11, When an overturning moment is applied to the monorail girder 5 due to the lateral pressure of the monorail car, the intermediate upper surface 8 of the metal upper shoe 6 is removed by the metal clip 9 via the rubber support 12.
Since the monorail girder 5 is supported, the overturning moment of the monorail girder 5 that acts suddenly can be buffered and supported by the rubber support material 12 and also buffered and supported by the rubber layer 3 of the lower shoe 4. When lateral pressure in the width direction of the girder suddenly acts on the girder 5, the lateral pressure is buffered and supported by the metal clip 9 via the rubber support material 12 and the lower side surface 7 of the metal upper shoe 6. Therefore, it is possible to prevent concentrated stress from acting on the support structure and the support base 1. Furthermore, the metal clip 9 is supported by a clip receiving member 10 that is integrally provided on the metal frame type substrate 2. Since the metal frame substrate 2 and the metal clip 9 are fixed by a common anchor bolt 11, the structure is simple and construction is easy. It will be done.

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

第1図ないし第5図はこの考案の一実施例を示
すものであつて、第1図はモノレール用桁の支承
構造の一部縦断正面図、第2図はその一部縦断側
面図、第3図は第1図の一部を拡大して示す縦断
正面図、第4図は第2図の一部を拡大して示す一
部縦断側面図、第5図は下部沓を嵌設した枠型基
板およびクリツプの取付状態等を示す平面図であ
る。第6図は従来のモノレール用桁の支承構造を
示す一部縦断正面図、第7図はその側面図であ
る。 図において、1は支持台、2は金属製枠型基
板、3はゴム層、4は下部沓、5はモノレール用
桁、6は金属製上部沓、7は下部側面、8は中間
上面、9は金属製クリツプ、10はクリツプ受部
材、11はアンカーボルト、12はゴム製支承
材、25は開口部、28はクリツプ先端挿入用側
方開口凹部、30はゴムスリーブ、31はナツト
である。
Figures 1 to 5 show an embodiment of this invention, in which Figure 1 is a partially longitudinal front view of the monorail girder support structure, Figure 2 is a partially longitudinal side view thereof, and Figure 2 is a partially longitudinal side view of the monorail girder support structure. Figure 3 is a longitudinal front view showing an enlarged part of Fig. 1, Fig. 4 is a partially longitudinal side view showing an enlarged part of Fig. 2, and Fig. 5 is a frame into which the lower shoe is fitted. FIG. 3 is a plan view showing the attachment state of the mold board and the clip. FIG. 6 is a partially vertical front view showing a conventional monorail girder support structure, and FIG. 7 is a side view thereof. In the figure, 1 is a support stand, 2 is a metal frame type substrate, 3 is a rubber layer, 4 is a lower shoe, 5 is a monorail girder, 6 is a metal upper shoe, 7 is a lower side surface, 8 is an intermediate upper surface, 9 10 is a metal clip, 10 is a clip receiving member, 11 is an anchor bolt, 12 is a rubber support member, 25 is an opening, 28 is a side opening recess for inserting the tip of the clip, 30 is a rubber sleeve, and 31 is a nut.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 支持台1の上面に金属製枠型基板2が載置され
ると共に、ゴム層3を有する下部沓4の下部が前
記枠型基板2内に嵌入されて支持台1に載置さ
れ、モノレール用桁5の下部に固定された金属製
上部沓6は前記下部沓4に載置され、前記金属製
枠型基板2の桁巾方向の両側に、金属製上部沓6
の下部側面7および中間上面8に対向する支承面
を有する金属製クリツプ9が載置されると共に、
そのクリツプ9の側面に係合するクリツプ受部材
10が一体に設けられ、前記クリツプ9と金属製
枠型基板2とはアンカーボルト11により支持台
1に固定され、前記下部側面7および中間上面8
とクリツプ9の支承面との間にゴム製支承材12
が介在されていることを特徴とするモノレール用
桁の支承構造。
A metal frame-shaped substrate 2 is placed on the upper surface of the support 1, and the lower part of the lower shoe 4 having a rubber layer 3 is fitted into the frame-shaped substrate 2 and placed on the support 1. The metal upper shoe 6 fixed to the lower part of the girder 5 is placed on the lower shoe 4, and the metal upper shoe 6 is placed on both sides of the metal frame type substrate 2 in the girder width direction.
A metal clip 9 having opposing bearing surfaces is placed on the lower side surface 7 and intermediate upper surface 8 of the
A clip receiving member 10 that engages with the side surface of the clip 9 is integrally provided, and the clip 9 and the metal frame substrate 2 are fixed to the support base 1 with anchor bolts 11, and the lower side surface 7 and the intermediate upper surface 8
A rubber support material 12 is placed between the support surface of the clip 9 and the support surface of the clip 9.
A support structure for a monorail girder, characterized in that a support structure is provided for a monorail girder.
JP12568485U 1985-08-19 1985-08-19 Expired JPH0354161Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12568485U JPH0354161Y2 (en) 1985-08-19 1985-08-19

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12568485U JPH0354161Y2 (en) 1985-08-19 1985-08-19

Publications (2)

Publication Number Publication Date
JPS6235004U JPS6235004U (en) 1987-03-02
JPH0354161Y2 true JPH0354161Y2 (en) 1991-11-28

Family

ID=31018796

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12568485U Expired JPH0354161Y2 (en) 1985-08-19 1985-08-19

Country Status (1)

Country Link
JP (1) JPH0354161Y2 (en)

Also Published As

Publication number Publication date
JPS6235004U (en) 1987-03-02

Similar Documents

Publication Publication Date Title
KR101563768B1 (en) Laterally adjustable rail fastening system
JPH0354161Y2 (en)
KR100835188B1 (en) Clamping device for rail of crane
US3428253A (en) Rail attachment
US6453495B1 (en) Clamping device for deck panels with support saddles
CA1310938C (en) Rail clip assembly
JPH0349123Y2 (en)
JP3649791B2 (en) Laminated rubber support structure
JPH0959927A (en) Horizontal girder bearing elastic bearing device and installation method
JPH0342088Y2 (en)
JPH0320326Y2 (en)
JPH0248492Y2 (en)
JPS607369Y2 (en) Elastic bearing with sliding plate
CN216786893U (en) Steel hoop device for anti-overturning reinforcement and beam body jacking of single-column pier bridge
KR200420420Y1 (en) Fixture of block on the railroad bridge
JPH0312910U (en)
JPH0431283Y2 (en)
JPH01141805U (en)
JPH049883B2 (en)
JPH0235849Y2 (en)
JPS5935605Y2 (en) Movable bearing using reinforced elastic body
JPH0439867Y2 (en)
JPH0518413Y2 (en)
JP2506127Y2 (en) Concrete sleeper lateral pressure reinforcement device for rail fastening device
JPH0316890Y2 (en)