JP7245587B2 - Vibration-absorbing support member for catenary in contact line and support structure using the same - Google Patents

Vibration-absorbing support member for catenary in contact line and support structure using the same Download PDF

Info

Publication number
JP7245587B2
JP7245587B2 JP2018121622A JP2018121622A JP7245587B2 JP 7245587 B2 JP7245587 B2 JP 7245587B2 JP 2018121622 A JP2018121622 A JP 2018121622A JP 2018121622 A JP2018121622 A JP 2018121622A JP 7245587 B2 JP7245587 B2 JP 7245587B2
Authority
JP
Japan
Prior art keywords
support
vibration
wire
catenary
plate member
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.)
Active
Application number
JP2018121622A
Other languages
Japanese (ja)
Other versions
JP2019011049A (en
Inventor
純一 塩野谷
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.)
Sanwa Tekki Corp
Original Assignee
Sanwa Tekki Corp
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 Sanwa Tekki Corp filed Critical Sanwa Tekki Corp
Publication of JP2019011049A publication Critical patent/JP2019011049A/en
Application granted granted Critical
Publication of JP7245587B2 publication Critical patent/JP7245587B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

本発明は、電車線路においてハンガを介してトロリ線を吊る吊架線の振動吸収支持部材と吊架線の支持構造に関する。 TECHNICAL FIELD The present invention relates to a vibration-absorbing support member for a catenary wire that suspends a trolley wire via a hanger on an overhead contact line, and a support structure for the catenary wire.

電車のパンタグラフによる集電の安定性を得るために、トロリ線の押し上げ量が、トロリ線全体で均一になっていること、すなわち、架線のばね定数が均一であることが理想的である。シンプルカテナリと称される架線方式では、吊架線の下方に、ハンガを介してトロリ線を固定することにより、トロリ線の押し上げ量の変化を小さく抑えている。しかし、吊架線は、延線途上の所定の径間毎の支持点において可動ブラケットなどの支持物に固定されているため、支持点付近では架線のばね定数が大きくなり、トロリ線の押し上げ量が極端に小さくなる傾向がある。
この変化を軽減するため、変形Y形シンプルカテナリと称される架線方式が提案されている(非特許文献1参照)。この架線方式においては、図12に示すように、吊架線Mの支持点S付近におけるトロリ線Tの押上量が大きくなるように、支持点S付近にY線と呼ばれる補助吊架線M2を設け、この補助吊架線M2からハンガHによってトロリ線Tを吊っている。これにより、吊架線Mの支持点Sからトロリ線Tまでを構造的に遠ざけることでばねの効果を高め、トロリ線Tが押し上がりやすくしている。
また、特許文献1には、可動ブラケットによる吊架線の支持点の両側所定長さにわたって吊架線の外周に密着するように設けられ、中央部において吊架線と共に可動ブラケットに固定される吊架線用制振装置が記載されている。この制振装置は、吊架線に密着して固定される内側固定部材と、内側固定部材に重合して設けられる外側スライド部材と、これら両部材間に接着される粘弾性体とを具備する。内側固定部材は、吊架線の挙動に一体的に追従するように吊架線の支持点の両側所定長さにわたって吊架線に密着して固定される。外側スライド部材は、吊架線の振動に伴って内側固定部材に対して吊架線の延線方向に相対変位可能に内側固定部材の外側に重合して設けられる。この制振装置は、吊架線の支持点は固定点としながら、支持点の延線方向両側において吊架線自体に制振機能を持たせて振動を抑制する。
In order to obtain stable current collection by the pantograph of a train, it is ideal that the amount of push-up of the contact wire is uniform over the entire contact wire, that is, that the spring constant of the overhead wire is uniform. In a catenary system called a simple catenary, the contact wire is fixed below the catenary via a hanger, thereby suppressing changes in the amount of push-up of the contact wire. However, since the catenary wire is fixed to supporting objects such as movable brackets at supporting points for each predetermined span along the line, the spring constant of the catenary wire increases near the supporting point, and the contact wire is pushed up by a large amount. It tends to be extremely small.
In order to reduce this change, an overhead wire system called a modified Y-shaped simple catenary has been proposed (see Non-Patent Document 1). In this overhead wire system, as shown in FIG. 12, an auxiliary overhead wire M2 called a Y wire is provided near the support point S in order to increase the lifting amount of the trolley wire T near the support point S of the overhead wire M. A contact wire T is suspended by a hanger H from this auxiliary overhead wire M2. As a result, the trolley wire T is structurally separated from the support point S of the suspension wire M, thereby enhancing the effect of the spring and making it easier for the trolley wire T to be pushed up.
Further, in Patent Document 1, a suspension wire restraint is provided so as to be in close contact with the outer periphery of the suspension wire over a predetermined length on both sides of the support point of the suspension wire by the movable bracket, and is fixed to the movable bracket together with the suspension wire at the center. A vibrating device is described. This vibration damping device includes an inner fixing member that is fixed in close contact with the suspension wire, an outer slide member that is superimposed on the inner fixing member, and a viscoelastic body that is adhered between these members. The inner fixing member is fixed in close contact with the catenary wire over a predetermined length on both sides of the support point of the catenary wire so as to integrally follow the behavior of the catenary wire. The outer slide member is superimposed on the outer side of the inner fixed member so as to be displaceable relative to the inner fixed member in the extension direction of the suspension wire as the suspension wire vibrates. In this vibration damping device, the suspension wire itself is provided with a vibration damping function on both sides of the support point in the extension direction to suppress vibration while the suspension wire has a fixed point.

Trolley Watching、平成29年5月25日検索、インターネット(URL:http://blog.kaz-ic.net/post/141673090232/)Trolley Watching, retrieved May 25, 2017, Internet (URL: http://blog.kaz-ic.net/post/141673090232/)

特開2016-179775号公報JP 2016-179775 A

上記非特許文献1に記載の架線方式においては、架線の張力が、補助吊架線M2の接続箇所において吊架線Mと補助吊架線M2とに2分割されるため、温度変化に等に伴う両線の移動による補助架線M2のカテナリ(懸垂曲線)が変化する。このため、補助吊架線M2とトロリ線架線Tとを接続しているハンガHの長さや取り付け位置の調整等のメンテナンスが必要になる。
特許文献1に記載の制振装置を用いた架線方式においては、吊架線の支持点は固定点としながら、支持点の延線方向両側において吊架線自体に制振機能を持たせようとするものであるから、架線の支持点でのばね定数低減による平準化効果は必ずしも十分でない。
したがって、本発明は、メンテナンスの手間が省け、かつ吊架線上に直接の固定点を作ることなく、架線のばね定数の平準化を図ることができる吊架線の支持構造を提供することを目的としている。
In the overhead wire system described in Non-Patent Document 1, the tension of the overhead wire is divided into the overhead wire M and the auxiliary overhead wire M2 at the connection point of the auxiliary overhead wire M2. , the catenary (catenary curve) of the auxiliary overhead wire M2 changes. Therefore, maintenance such as adjustment of the length and mounting position of the hanger H connecting the auxiliary overhead wire M2 and the contact wire T is required.
In the overhead wire system using the vibration damping device described in Patent Document 1, the suspension wire itself is intended to have a vibration damping function on both sides of the support point in the extension direction while the support point of the suspension wire is a fixed point. Therefore, the leveling effect by reducing the spring constant at the supporting point of the overhead wire is not necessarily sufficient.
SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to provide a suspension wire support structure that saves the trouble of maintenance and can equalize the spring constant of the suspension wire without forming a fixed point directly on the suspension wire. there is

以下、添付図面の符号を参照して説明するが、本発明はこれに限定されるものではない。
上記課題を解決するための、本発明の吊架線Mの振動吸収支持部材は、可動ブラケットBのような支持物の下方に架設される吊架線Mを支持物に支持する。振動吸収支持部材1は、吊架線Mに沿って支持物Bの両側に延びるように中央部において支持物Bに支持され、両側が延長方向と直交する方向にたわむばね剛性を有する部材からなり、両端において吊架線Mに接続される。
The following description refers to the reference numerals in the attached drawings, but the present invention is not limited thereto.
In order to solve the above problems, a vibration absorbing support member for a catenary wire M according to the present invention supports a catenary wire M, which is installed below a support such as a movable bracket B, on a support. The vibration-absorbing support member 1 is supported by the support B at its central portion so as to extend on both sides of the support B along the suspension line M, and is made of a member having a spring rigidity that both sides bend in a direction perpendicular to the extension direction, It is connected to a catenary M at both ends.

本発明の吊架線Mの振動吸収支持部材1においては、吊架線Mが直接支持物Bに支持されることなく、吊架線Mの支持点がばね定数の小さな振動吸収支持部材1の両端の2箇所に分散されるため、架線の支持点付近のばね定数が低減され、それによりパンタグラフの離線率が低減される。ハンガHは、振動吸収支持部材1に支持されることなく、吊架線Mにのみ支持されるので、ハンガHの設置箇所において温度変化に等による吊架線の移動に伴うカテナリの変化が無い。したがって、ハンガHの調整等は不要である。 In the vibration-absorbing support member 1 for the suspension wire M of the present invention, the suspension wire M is not directly supported by the support B, and the support points of the suspension wire M are two ends of the vibration-absorbing support member 1 having a small spring constant. Since they are distributed in places, the spring constant near the supporting point of the overhead wire is reduced, thereby reducing the contact loss rate of the pantograph. Since the hanger H is supported only by the suspension wire M without being supported by the vibration absorbing support member 1, there is no change in the catenary associated with movement of the suspension wire due to temperature changes or the like at the location where the hanger H is installed. Therefore, adjustment of the hanger H is unnecessary.

本発明に係る第1の実施形態の吊架線の支持構造の正面図である。1 is a front view of a suspension wire support structure according to a first embodiment of the present invention; FIG. 図1の吊架線の支持構造の一部を切欠した拡大正面図である。FIG. 2 is an enlarged front view with a part of the suspension wire support structure of FIG. 1 cut away; 図1のIII-III断面図である。FIG. 2 is a cross-sectional view taken along line III-III in FIG. 1; 図1のIV-IV断面図である。FIG. 2 is a sectional view along IV-IV in FIG. 1; 図1のV部の拡大図である。FIG. 2 is an enlarged view of a V portion of FIG. 1; 本発明の第2の実施形態係る吊架線の支持構造の正面図である。FIG. 6 is a front view of a suspension wire support structure according to a second embodiment of the present invention; 図6の吊架線の支持構造の一部を切欠した拡大正面図である。FIG. 7 is an enlarged front view with a part of the suspension wire support structure of FIG. 6 cut away; 図6の吊架線の支持構造の一部を切欠した拡大平面図である。FIG. 7 is an enlarged plan view with a part of the suspension wire support structure of FIG. 6 cut away; 図6のIX-IX断面図である。FIG. 7 is a cross-sectional view taken along line IX-IX of FIG. 6; 図6のX-X断面図である。FIG. 7 is a cross-sectional view taken along the line XX of FIG. 6; 図6のV部の拡大図である。FIG. 7 is an enlarged view of a V portion of FIG. 6; 本発明の第3の実施形態に係る吊架線の支持構造の一部を切欠した拡大正面図である。FIG. 11 is an enlarged front view of a partially cutaway suspension wire support structure according to a third embodiment of the present invention; 図12のXIII-XIII断面図である。13 is a cross-sectional view taken along line XIII-XIII of FIG. 12; FIG. 図12のXIV-XIV断面図である。13 is a cross-sectional view taken along line XIV-XIV of FIG. 12; FIG. 本発明の第4の実施形態に係る吊架線の支持構造の一部を切欠した拡大正面図である。FIG. 11 is an enlarged front view of a partially cutaway suspension wire support structure according to a fourth embodiment of the present invention; 図15の吊架線の支持構造の一部を切欠した拡大平面図である。FIG. 16 is an enlarged plan view with a part of the suspension wire support structure of FIG. 15 cut away; 図15のXVII-XVII断面図である。FIG. 16 is a cross-sectional view taken along line XVII-XVII of FIG. 15; 図15のXVIII-XVIII断面図である。FIG. 16 is a cross-sectional view taken along line XVIII-XVIII of FIG. 15; 本発明の第5の実施形態に係る吊架線の支持構造の一部を切欠した拡大正面図である。FIG. 11 is an enlarged front view of a partially cutaway suspension wire support structure according to a fifth embodiment of the present invention; 図19の吊架線の支持構造の一部を切欠した拡大平面図である。Fig. 20 is an enlarged plan view with a part cut away of the suspension wire support structure of Fig. 19; 本発明の第5の実施形態の変形例に係る吊架線の支持構造の一部を切欠した拡大正面図である。It is the enlarged front view which notched a part of support structure of the catenary wire which concerns on the modification of the 5th Embodiment of this invention. 図20の吊架線の支持構造の一部を切欠した拡大平面図である。FIG. 21 is an enlarged plan view with a part cut away of the suspension wire support structure of FIG. 20; 変形Y形シンプルカテナリ架線方式の説明図である。It is an explanatory view of a modified Y-shaped simple catenary system.

図面を参照して本発明の第1の実施の形態を説明する。
図1において、吊架線Mは、その延線方向の所定径間毎に、軌道の側方の支柱から軌道の上方へ直交方向に延出する可動ブラケットBの水平主パイプ等に振動吸収支持部材1を介して支持される。吊架線Mは、延線方向の所定間隔毎に、ハンガHにより、トロリ線Tを吊支する。
A first embodiment of the present invention will be described with reference to the drawings.
In FIG. 1, the overhead wire M is provided with a vibration-absorbing support member, such as a horizontal main pipe of a movable bracket B extending perpendicularly upward from the track, from a post on the side of the track for each predetermined span in the extension direction. 1. The overhead wire M suspends the trolley wire T with a hanger H at predetermined intervals in the wire extension direction.

振動吸収支持部材1は、中央付近の支持部1aにおいて支持金具7を介して可動ブラケットBに固定され、吊架線Mに沿って延線方向の両側へ延び、両端において吊架線Mに接続される。したがって、吊架線Mは、可動ブラケットBに直接固定されることなく、可動ブラケットBの下方を通過している。ハンガHは、振動吸収支持部材1の両端より内側に設けられず、その外側において吊架線Mとトロリ線Tとの間に設けられる。 The vibration absorbing support member 1 is fixed to the movable bracket B via the support fitting 7 at the support portion 1a near the center, extends to both sides in the extension direction along the suspension wire M, and is connected to the suspension wire M at both ends. . Therefore, the catenary M passes under the movable bracket B without being directly fixed to the movable bracket B. As shown in FIG. The hanger H is not provided inside both ends of the vibration absorbing support member 1, but is provided between the suspension wire M and the trolley wire T on the outside thereof.

振動吸収支持部材1は、両側が延長方向と直交する方向にたわむばね剛性を有し、両端において吊架線Mを弾性的に吊り止めている。したがって、振動吸収支持部材1は、その先端に吊架線Mを接続しても架線重量に耐えるばね性、剛性を持ち、また架線張力に耐える引張強度を有する。振動吸収支持部材1は、吊架線Mが可動ブラケットBに直接固定される時に可動ブラケットBの両側に形成される吊架線Mのカテナリと同等のカテナリに沿う形状であり、中央の水平の支持部1aと、その両側において所定の角度で屈折して斜め下方へ延びるばね部1bとを備える。 Both sides of the vibration absorbing support member 1 have spring rigidity that bends in a direction orthogonal to the extension direction, and elastically suspends the suspension wire M at both ends. Therefore, the vibration absorbing support member 1 has springiness and rigidity to withstand the weight of the overhead wire M even when the overhead wire M is connected to its tip, and has tensile strength to withstand the tension of the overhead wire. The vibration absorbing support member 1 has a shape along a catenary equivalent to the catenary of the suspension wire M formed on both sides of the movable bracket B when the suspension wire M is directly fixed to the movable bracket B, and has a central horizontal support portion. 1a and spring portions 1b bent at a predetermined angle and extending obliquely downward on both sides thereof.

図1ないし図5に示す実施形態は、電車線路の曲線部における採用に好適である。曲線部では、吊架線Mが側方へ引かれていたり、電車線路の路面が傾斜していたりするため、上下方向及び左右方向の複合的な振動を受け、吊架線は上下方向のみならず延線直交方向に振動する。吊架線曲線部の個々の曲がりに対応可能な形状を考慮する場合、本実施形態の振動吸収支持部材1の構造が有効である。振動吸収支持部材1は、丸棒状の心材2の外周を粘弾性体3を介して多数の細長い抑制材4で被覆してなる(図3)。粘弾性体3は、心材2と抑制材4に強固に接着される。心材2と抑制材4は、いずれも、所定のばね剛性を有する鋼材等の金属材で構成され、全体として水平の支持部1aと、傾斜したばね部1bを形成するように屈折している。心材2は、丸棒状をなすため長さ方向と直交する方向にたわむばね性を有する。心材2は、両端部において露出しており、締め付け金具8によって吊架線Mに接続される。抑制材4は、心材2周りに環状に複数並んで接着され、ばね部1bに撓みが生じた際の隣接する相互の干渉を避けるために相互間に僅かな隙間が形成される。 The embodiments shown in FIGS. 1 to 5 are suitable for use in curved sections of contact lines. In the curved section, the catenary line M is pulled sideways and the road surface of the contact line is slanted. It vibrates in the direction perpendicular to the line. The structure of the vibration-absorbing support member 1 of the present embodiment is effective when considering a shape that can accommodate individual bends in the suspension wire curved portion. The vibration-absorbing support member 1 is formed by covering the outer circumference of a round bar-shaped core material 2 with a large number of elongated suppressing materials 4 via a viscoelastic body 3 (FIG. 3). The viscoelastic body 3 is firmly adhered to the core material 2 and the suppressing material 4 . Both the core material 2 and the restraining material 4 are made of a metal material such as steel having a predetermined spring rigidity, and are bent so as to form a horizontal support portion 1a and an inclined spring portion 1b as a whole. Since the core material 2 is in the shape of a round bar, it has a spring property to bend in a direction perpendicular to the length direction. The core 2 is exposed at both ends and is connected to the catenary M by means of fasteners 8 . A plurality of restraining members 4 are adhered in an annular manner around the core member 2, and a slight gap is formed between the adjacent restraining members 4 to avoid mutual interference when the spring portion 1b is flexed.

図4に示すように、振動吸収支持部材1の水平の支持部1aにおいては、心材2の外周が粘弾性体3で被覆されておらず、これに代わる筒状のスペーサ金具5が嵌め込まれる。 As shown in FIG. 4, in the horizontal support portion 1a of the vibration-absorbing support member 1, the outer periphery of the core material 2 is not covered with the viscoelastic body 3, and a cylindrical spacer fitting 5 is fitted instead.

図5に示すように、抑制材4は、両端部付近において結束バンド6で心材2の周りに結束される。抑制材4の両端部には、環状に連なる溝4aが形成され、この溝4a内に結束バンド6が配置される。溝4aの溝幅は、結束バンド6の幅より大きく、したがって、抑制材4はそれぞれ個別に心材2に対してその軸線方向に相対変位自在である。 As shown in FIG. 5, the restraining material 4 is bound around the core material 2 with tie bands 6 near both ends. Annularly continuous grooves 4a are formed at both ends of the suppressing member 4, and the binding band 6 is arranged in the grooves 4a. The groove width of the groove 4a is larger than the width of the binding band 6, so that each restraining member 4 can be individually displaced relative to the core member 2 in its axial direction.

振動吸収支持部材1が、吊架線Mの振動を受けて、その両側において長さ方向と直交する方向に振動するとき、抑制材4はそれぞれ粘弾性体3を伸縮させて、心材2との間で軸線方向に相対変位する。このとき、粘弾性体3により振動吸収支持部材1の振動が減衰される。 When the vibration-absorbing support member 1 receives the vibration of the suspension wire M and vibrates in the direction perpendicular to the length direction on both sides thereof, the suppressing members 4 expand and contract the viscoelastic bodies 3, respectively, and the core member 2 and the vibration-absorbing support member 1 vibrate. relative displacement in the axial direction. At this time, the vibration of the vibration absorbing support member 1 is damped by the viscoelastic body 3 .

支持金具7は、可動ブラケットBの下部に固定される。支持金具7の水平の支持板7a上に振動吸収支持部材1の水平の支持部1aが乗せられ、Uボルト7bで固定される。図示しないが、支持金具7は可動ブラケットBの上部に固定する構造とすることができ、振動吸収支持部材1を可動ブラケットBの上部に支持する構造とすることもできる。 The support fitting 7 is fixed to the lower portion of the movable bracket B. As shown in FIG. The horizontal support portion 1a of the vibration absorbing support member 1 is put on the horizontal support plate 7a of the support fitting 7 and fixed with U bolts 7b. Although not shown, the support fitting 7 may be structured to be fixed to the upper portion of the movable bracket B, and the structure may be such that the vibration absorbing support member 1 is supported to the upper portion of the movable bracket B. FIG.

吊架線Mは、振動吸収支持部材1の両端において可動ブラケットBに吊られるため、支持点が2箇所に分散され、振動吸収支持部材1のばね定数を小さく設定することと相俟って、支持点付近の架線のばね定数の低減を図ることができ、これによってパンタグラフの離線率を低減できる。また、振動吸収支持部材1が振動吸収機能を有するので、パンタグラフの通過に伴い架線に伝わる進行方向の振動や支持点で反射する振動を減衰させることができ、これによってもトロリ線Tの離線率の低減効果がある。さらに、地震時に地上側の可動ブラケットB等から伝わる振動を振動吸収支持部材1により、架線に対して遮断し、あるいはこれを減衰させることも期待できる。 Since the overhead wire M is suspended from the movable brackets B at both ends of the vibration absorbing support member 1, the support points are distributed at two locations. It is possible to reduce the spring constant of the overhead wire near the point, thereby reducing the contact loss rate of the pantograph. In addition, since the vibration-absorbing support member 1 has a vibration-absorbing function, it is possible to attenuate the vibration in the traveling direction transmitted to the overhead wire and the vibration reflected at the support point as the pantograph passes. has the effect of reducing Furthermore, it can be expected that vibration transmitted from the movable bracket B and the like on the ground side during an earthquake can be blocked or attenuated by the vibration-absorbing support member 1 with respect to the overhead wire.

図6ないし図11に本発明の第2の実施形態を示す。以下において、既出の構成部分と同等部分には図面上、同一の符号を付して説明を省略する。 6 to 11 show a second embodiment of the invention. In the following description, the same reference numerals are given to the same parts as those of the components already described, and the description thereof will be omitted.

振動吸収支持部材1は、帯板状の主板材12とその上に重なる抑制板材14との間に粘弾性体13を介設してなる。粘弾性体13は、主板材12と抑制板材14に強固に接着される。主板材12と抑制板材14は、いずれも、上下の厚み方向に所定のばね剛性を有する鋼材等の金属材で構成され、全体として振動吸収支持部材1の水平の支持部1aと傾斜したばね部1bを形成するように屈折している。主板12は、帯板状をなすため上下の厚み方向にたわむばね性を有する。主板12は、両端部において露出しており、締め付け金具18によって吊架線Mに接続される。 The vibration absorbing support member 1 has a viscoelastic body 13 interposed between a strip-shaped main plate member 12 and a suppressing plate member 14 overlapping thereon. The viscoelastic body 13 is firmly adhered to the main plate member 12 and the suppression plate member 14 . Both the main plate member 12 and the suppression plate member 14 are made of a metal material such as steel having a predetermined spring rigidity in the vertical direction of thickness. It is bent to form 1b. Since the main plate 12 has a strip-like shape, it has a spring property to bend in the vertical thickness direction. The main plate 12 is exposed at both ends and is connected to the catenary M by fasteners 18 .

振動吸収支持部材1は、先の実施形態と同様、その先端に吊架線Mを接続しても架線重量に耐えるばね性、剛性をもち、また架線張力に耐える引張強度を有する。 As in the previous embodiment, the vibration-absorbing support member 1 has springiness and rigidity to withstand the weight of the overhead wire M even when the overhead wire M is connected to its tip, and has tensile strength to withstand the tension of the overhead wire.

図7に示すように、振動吸収支持部材1の水平の支持部1aでは、主板材12と抑制板材14との間に粘弾性体3が介在しておらず、これに代わるスペーサ板15が挿入され、三者が一体に固着される。 As shown in FIG. 7, in the horizontal support portion 1a of the vibration absorbing support member 1, the viscoelastic body 3 is not interposed between the main plate member 12 and the suppressing plate member 14, and a spacer plate 15 is inserted instead. and the three are fixed together.

図8に示すように、抑制板材14は、両端部付近において結束バンド16で主板材12と共に結束される。主板材12と抑制板材14の結束部の両縁には、凹部12a、14aが形成され、この凹部12a、14a内に結束バンド16が配置される。凹部12a、14aの幅は、結束バンド16の幅より大きく、したがって、抑制板材14は、主板材12に対してその長軸方向に相対変位自在である。 As shown in FIG. 8, the suppression plate member 14 is bound together with the main plate member 12 by binding bands 16 near both ends. Concave portions 12a and 14a are formed at both edges of the binding portion of the main plate member 12 and the restraining plate member 14, and binding bands 16 are arranged in the concave portions 12a and 14a. The width of the concave portions 12a and 14a is larger than the width of the binding band 16, so that the restraining plate member 14 is relatively displaceable with respect to the main plate member 12 in its longitudinal direction.

振動吸収支持部材1がその両側において上下方向に振動してたわむとき、抑制板材14は粘弾性体13を伸縮させて、主板材12との間で長軸方向に相対変位する。このとき、粘弾性体13により振動吸収支持部材1の振動が減衰される。 When the vibration absorbing support member 1 vibrates vertically on both sides thereof and bends, the suppressing plate member 14 causes the viscoelastic body 13 to expand and contract, and is displaced relative to the main plate member 12 in the longitudinal direction. At this time, the vibration of the vibration absorbing support member 1 is damped by the viscoelastic body 13 .

支持金具17は、可動ブラケットBの下部に固定される。支持金具17の水平の支持板17a上に振動吸収支持部材1の水平の支持部1aが乗せられ、その上に押さえ板17cが重ねられ、コ字状のボルト17bで固定される。図示しないが、支持金具17は可動ブラケットBの上部に固定する構造とすることができ、振動吸収支持部材1を可動ブラケットBの上部に支持する構造とすることができる。 The support bracket 17 is fixed to the lower portion of the movable bracket B. As shown in FIG. The horizontal support portion 1a of the vibration absorbing support member 1 is put on the horizontal support plate 17a of the support metal fitting 17, and the pressing plate 17c is placed thereon and fixed with a U-shaped bolt 17b. Although not shown, the support metal fitting 17 can be structured to be fixed to the upper portion of the movable bracket B, and the vibration absorbing support member 1 can be structured to be supported to the upper portion of the movable bracket B. FIG.

図12ないし図14に本発明の第3の実施形態を示す。
振動吸収支持部材1は、第1の実施形態と同様にして、丸棒状の心材22の外周を粘弾性体23を介して多数の細長い抑制材24で被覆してなる。振動吸収支持部材1は、水平の支持部1aから屈折し下方へ傾斜して伸びる両端部のばね部1bが基部の直径R1に対して先端部の直径R2が小さな先細りのテーパ状に形成される。すなわち、心材22はばね部1bに対応する部分が先端に向かうに従って径が小さくなる。粘弾性体23は、心材22上に均一の厚さで接着される。抑制材24は均一の厚さで先端に向かうに従って幅が狭くなり、心材22周りに環状に複数並び相互間に僅かな隙間おいて接着される。
12 to 14 show a third embodiment of the invention.
The vibration-absorbing support member 1 is formed by covering the outer circumference of a round bar-shaped core material 22 with a large number of elongated suppressing materials 24 via viscoelastic bodies 23 in the same manner as in the first embodiment. The vibration-absorbing support member 1 has spring portions 1b at both ends bent from a horizontal support portion 1a and extending obliquely downward. . That is, the diameter of the core member 22 decreases toward the tip of the portion corresponding to the spring portion 1b. The viscoelastic body 23 is adhered on the core material 22 with a uniform thickness. The restraining material 24 has a uniform thickness, and the width becomes narrower toward the tip.

この実施形態における振動吸収支持部材1は、ばね部1bが先細りのテーパ状をなし、長さ方向と直交する方向にたわむばね性が高まり、粘弾性体23による振動減衰効果が向上する。 In the vibration absorbing support member 1 of this embodiment, the spring portion 1b has a tapered shape, and the spring property of bending in the direction perpendicular to the length direction is enhanced, and the vibration damping effect of the viscoelastic body 23 is improved.

図15ないし図17に本発明の第4の実施形態を示す。
振動吸収支持部材1は、第2の実施形態と同様にして、帯板状の主板材32とその上に重なる抑制板材34との間に粘弾性体33を介設してなる。粘弾性体33は、主板材32と抑制板材34に強固に接着される。振動吸収支持部材1は、水平の支持部1aから屈折して下方へ傾斜して伸びる両端部のばね部1bが基部の上下の厚み及び左右の幅に対して先端部のこれらが小さく先細りのテーパ状に形成される。すなわち、主板材32は、基部側の上下の厚みT1及び左右の幅W1に対して先端側のこれらT2,W2が小さく、基部から先端に向かうに従って先細りになっている。粘弾性体33及び抑制板材34は均一な厚みであるが、主板材32に対応して基部側の左右の幅W1に対して先端側のそれW2が徐々に小さくなっている。
15 to 17 show a fourth embodiment of the invention.
As in the second embodiment, the vibration absorbing support member 1 has a viscoelastic body 33 interposed between a strip-like main plate member 32 and a restraining plate member 34 overlapping thereon. The viscoelastic body 33 is firmly adhered to the main plate member 32 and the suppression plate member 34 . The vibration-absorbing support member 1 has spring portions 1b at both ends bent from a horizontal support portion 1a and extending obliquely downward. formed into a shape. That is, the main plate member 32 has a tip-side thickness T2 and W2 smaller than a base-side top and bottom thickness T1 and a left-right width W1, and is tapered from the base to the tip. The viscoelastic body 33 and the suppression plate member 34 have a uniform thickness, but corresponding to the main plate member 32, the width W2 on the tip side is gradually smaller than the left and right width W1 on the base side.

この振動吸収支持部材1は、ばね部1bが先細りのテーパ状を成すため、上下,左右方向のばね性が高まり、粘弾性体23による振動減衰効果が向上する。 Since the spring portion 1b of the vibration absorbing support member 1 has a tapered shape, the spring property in the vertical and horizontal directions is enhanced, and the vibration damping effect of the viscoelastic body 23 is improved.

図18及び図19に本発明の第5の実施形態を示す。
振動吸収支持部材1は、第2の実施形態と同様にして、帯板状の主板材12とその上に重なる抑制板材14との間に強固に接着される粘弾性体13を介設してなり、さらに主板材12の下面に重合部材35が固定されて、ばね部1bの先端側の厚みが基端側より薄くなっている。すなわち、重合部材35は、支持部1a及びばね部1bのほぼ中間部に渡り、所定のばね剛性を有する鋼材等の金属板材で構成され、支持部1aにおいて主板材12の下面に固定される。
18 and 19 show a fifth embodiment of the present invention.
As in the second embodiment, the vibration absorbing support member 1 is provided with a viscoelastic body 13 firmly adhered between a strip-shaped main plate member 12 and a suppressing plate member 14 overlapping thereon. Further, a superimposed member 35 is fixed to the lower surface of the main plate member 12, and the thickness of the tip side of the spring portion 1b is thinner than that of the base end side. That is, the superimposed member 35 is formed of a metal plate material such as steel having a predetermined spring rigidity over substantially the middle portion between the support portion 1a and the spring portion 1b, and is fixed to the lower surface of the main plate member 12 at the support portion 1a.

この振動吸収支持部材1は、ばね部1bが重合部材35により基端側より先端側の厚みが小さいため、上下の厚み方向のばね剛性が高まり、粘弾性体23による振動減衰効果が向上する。 In this vibration absorbing support member 1, the thickness of the spring portion 1b on the tip end side is smaller than that on the base end side due to the overlapping member 35, so that the spring stiffness in the vertical thickness direction is increased, and the vibration damping effect of the viscoelastic body 23 is improved.

なお、先の実施形態における重合部材35は、図21及び図22に示すように、長手方向に順次短い複数の重合板35a,35b,35cを重ねて支持部1aにおいて固定する構成でもよい。この振動吸収支持部材1においても、ばね部1bが重合部材35により基端側より先端側の厚みが順次小さくなるため、上下の厚み方向のばね剛性がより高まる。 As shown in FIGS. 21 and 22, the superimposed member 35 in the previous embodiment may be constructed by stacking a plurality of superimposed plates 35a, 35b, and 35c, which are successively shorter in the longitudinal direction, and fixing them at the support portion 1a. Also in this vibration absorbing support member 1, the thickness of the spring portion 1b is gradually reduced from the base end side to the tip end side by the overlapping member 35, so that the spring rigidity in the vertical thickness direction is further increased.

1 振動吸収支持部材
1a 水平の支持部
2 心材
3 粘弾性体
4 抑制材
4a 溝
5 スペーサ金具
6 結束バンド
7 支持金具
7a 支持板
8 締め付け金具
12 主板材
13 粘弾性体
14 抑制板材
14a 凹部
15 スペーサ板
16 結束バンド
17 支持金具
17a 支持板
17b コ字状のボルト
17c 押さえ板
18 締め付け金具
22 心材
23 粘弾性体
24 抑制材
32 主板材
33 粘弾性体
34 抑制板材
35 重合部材
35a 重合板
35b 重合板
35c 重合板
B 可動ブラケット
H ハンガ
M 吊架線
T トロリ線
1 Vibration-absorbing support member 1a Horizontal support 2 Core material 3 Viscoelastic body 4 Suppressing material 4a Groove 5 Spacer fitting 6 Binding band 7 Support fitting 7a Support plate 8 Clamping fitting 12 Main plate material 13 Viscoelastic body 14 Suppressing plate material 14a Recess 15 Spacer Plate 16 Binding band 17 Supporting metal fitting 17a Supporting plate 17b U-shaped bolt 17c Pressing plate 18 Fastening metal fitting 22 Core material 23 Viscoelastic body 24 Restricting material 32 Main plate material 33 Viscoelastic body 34 Restricting plate material 35 Overlapping member 35a Overlapping plate 35b Overlapping plate 35c Overlapping plate B Movable bracket H Hanger M Catenary wire T Trolley wire

Claims (4)

支持物の下方に架設される吊架線を前記支持物に支持する振動吸収支持部材であって、
前記吊架線に沿って前記支持物の両側に延びるように中央部において前記支持物に支持され、両端において前記吊架線に接続される丸棒状の心材及びその外周を被覆する周方向に配置される複数の抑制材を具備し、
前記心材は、前記支持物に支持される中央部から両端側に向かうにしたがって半径方向に縮小すると共に、前記抑制材は両端に向かうに従って周方向の幅が狭くなり、前記中央部に対して両側がたわむばね剛性を有し、さらに心材と抑制材との間に粘弾性体を接着してなることを特徴とする電車線路における吊架線の振動吸収支持部材。
A vibration-absorbing support member for supporting, on the support, a catenary installed under the support,
A round-bar-shaped core material, which is supported at the center by the support so as to extend on both sides of the support along the suspension wire, and which is connected to the suspension wire at both ends, and is arranged in the circumferential direction covering the outer circumference of the core. Equipped with multiple suppressors,
The core member radially shrinks toward both ends from the central portion supported by the support, and the suppressing member has a circumferential width that narrows toward both ends. 1. A vibration absorbing support member for a overhead wire in a contact line, characterized in that it has a spring rigidity that allows it to bend, and is further formed by adhering a viscoelastic body between a core member and a suppressor member.
支持物の下方に架設される吊架線を前記支持物に支持する振動吸収支持部材であって、
前記吊架線に沿って前記支持物の両側に延びるように中央部において前記支持物に支持され、両端において前記吊架線に接続される帯板状の主板材及びこれに重なる抑制板材とを具備し、
前記主板材は、前記支持物に支持される中央部から両端側に向かうにしたがって厚み及び幅が小さく構成されると共に、前記抑制板材は両端に向かうにしたがって幅が小さく構成されて、前記中央部に対して両側がたわむばね剛性を有し、さらに前記主板材と抑制板材との間に粘弾性体を接着してなることを特徴とする電車線路における吊架線の振動吸収支持部材。
A vibration-absorbing support member for supporting, on the support, a catenary installed under the support,
A strip-shaped main plate member supported by the support at its central portion so as to extend on both sides of the support along the suspension wire, and connected to the suspension wire at both ends, and a restraining plate member overlapping the main plate member. ,
The main plate member has a thickness and width that decrease toward both ends from a central portion supported by the support, and the restraint plate member has a width that decreases toward both ends. A vibration-absorbing support member for a overhead wire in a contact line, characterized in that it has a spring rigidity such that both sides thereof are bent against the main plate member and a viscoelastic body is adhered between the main plate member and the restraining plate member.
前記支持物の下方に前記振動吸収支持部材を介して前記吊架線を支持することを特徴とする請求項1または2に記載の電車線路における吊架線の振動吸収支持部材を用いた支持構造。 3. A support structure using a vibration-absorbing support member for a catenary line in a contact line according to claim 1 or 2, wherein the overhead wire is supported below the support via the vibration-absorbing support member. 前記振動吸収支持部材の両端間の外側において前記吊架線の下方にハンガを介してトロリ線が支持されることを特徴とする請求項3に記載の電車線路における吊架線の支持構造。 4. A support structure for a catenary wire in a contact line according to claim 3, wherein a contact wire is supported below the catenary wire outside between both ends of the vibration-absorbing support member via a hanger.
JP2018121622A 2017-06-29 2018-06-27 Vibration-absorbing support member for catenary in contact line and support structure using the same Active JP7245587B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2017127049 2017-06-29
JP2017127049 2017-06-29

Publications (2)

Publication Number Publication Date
JP2019011049A JP2019011049A (en) 2019-01-24
JP7245587B2 true JP7245587B2 (en) 2023-03-24

Family

ID=65226391

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018121622A Active JP7245587B2 (en) 2017-06-29 2018-06-27 Vibration-absorbing support member for catenary in contact line and support structure using the same

Country Status (1)

Country Link
JP (1) JP7245587B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016520769A (en) 2013-03-15 2016-07-14 ゴードン ホールディングス、インク.Gordon Holdings, Inc. High-strength and lightweight composite leaf spring and its manufacturing method
JP2016179775A (en) 2015-03-25 2016-10-13 三和テッキ株式会社 Vibration control device for suspension line

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5310892A (en) * 1976-07-19 1978-01-31 Nippon Telegr & Teleph Corp <Ntt> Potbelly cable supporting method
JPH0454337A (en) * 1990-06-22 1992-02-21 Nkk Corp Spring body having damping capacity

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016520769A (en) 2013-03-15 2016-07-14 ゴードン ホールディングス、インク.Gordon Holdings, Inc. High-strength and lightweight composite leaf spring and its manufacturing method
JP2016179775A (en) 2015-03-25 2016-10-13 三和テッキ株式会社 Vibration control device for suspension line

Also Published As

Publication number Publication date
JP2019011049A (en) 2019-01-24

Similar Documents

Publication Publication Date Title
US20110017561A1 (en) Vibration damping apparatus
US9580876B2 (en) Device for damping vibrations in cables of a suspension system of a civil engineering structure
JP6702679B2 (en) Plastic holder for vibration isolation mounting of oblong objects
JP6072042B2 (en) Vehicle suspension system
JP7245587B2 (en) Vibration-absorbing support member for catenary in contact line and support structure using the same
JP2019152332A (en) Damper device
JP6182404B2 (en) Elevator equipment
JP5575838B2 (en) Beam support structure of building
JP5661593B2 (en) Vehicle suspension system
JP2015012804A (en) Stator core support system
JP6534272B2 (en) Vibration suppressor for suspended wire
JP6345501B2 (en) Vertical seismic isolation structure
CN207349335U (en) A kind of body mount
KR101635809B1 (en) Coil spring pad using for vehicle suspension
JP2008168823A (en) Tension balancer for aerial line
JP6681180B2 (en) Wire harness routing structure
KR101916562B1 (en) Mounting bracket of steering column
JP6372037B2 (en) Trolley wire support structure
KR101606861B1 (en) Vibration reduction fishing net
JP6901325B2 (en) Vibration absorber for overhead wire
JP6411297B2 (en) Damping damper
WO2018016035A1 (en) Assembled vehicle provided with between-body damper device
JP6013971B2 (en) Suspension support structure for damping device
KR20140026561A (en) Continuous casting installation with an oscillating device for oscillating a continuous casting mould
JP6901287B2 (en) Train line curve drawing device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20210520

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20220616

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20220620

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220818

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20221114

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20230105

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20230310

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20230310

R150 Certificate of patent or registration of utility model

Ref document number: 7245587

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150