JP6886847B2 - Overhead line tension change reduction device - Google Patents

Overhead line tension change reduction device Download PDF

Info

Publication number
JP6886847B2
JP6886847B2 JP2017064507A JP2017064507A JP6886847B2 JP 6886847 B2 JP6886847 B2 JP 6886847B2 JP 2017064507 A JP2017064507 A JP 2017064507A JP 2017064507 A JP2017064507 A JP 2017064507A JP 6886847 B2 JP6886847 B2 JP 6886847B2
Authority
JP
Japan
Prior art keywords
tension
overhead wire
overhead
spring
weight portion
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
JP2017064507A
Other languages
Japanese (ja)
Other versions
JP2018167605A (en
Inventor
半田 恵一
恵一 半田
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
Priority to JP2017064507A priority Critical patent/JP6886847B2/en
Publication of JP2018167605A publication Critical patent/JP2018167605A/en
Application granted granted Critical
Publication of JP6886847B2 publication Critical patent/JP6886847B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

この発明は、ばねバランサによって架空線に張力を付与するときに、この架空線に発生する張力変化を低減する架空線の張力変化低減装置に関する。 The present invention relates to an overhead line tension change reducing device that reduces a tension change generated in the overhead line when tension is applied to the overhead line by a spring balancer.

ちょう架線、補助ちょう架線及びトロリ線などの電車線は、温度変化による伸縮や、クリープ、トロリ線の摩耗による弾性伸び、さらに経年による支持物の傾斜などにより、弛度張力が影響を受けるため、電車線の張力を一定に保持する必要がある。そのための装置としてばね式テンションバランサが知られている。従来のばね式テンションバランサは、支柱に連結される筒状ケーシングと、このケーシング内に同軸的に受容されかつ軸線方向に出没し得るようにされて架空線と連結される内側部材と、この内側部材を没入方向に弾発付勢するようにケーシングと内側部材との間に同軸的に介装されたコイルばねとを有する(例えば、特許文献1参照)。このような従来のばね式テンションバランサは、標準設置条件では各コイルばねをある程度圧縮変形させた状態で設置される。従って、従来のばね式テンションバランサは、例えば、気温が下がって電車線が縮むと、コイルばねの反発力に抗して内側部材が外側ケーシングから突出し、気温が上がって電車線が伸びると、コイルばねの弾発復元力により内側部材がケーシング内に没入するため、電車線の伸び縮みによる変位を吸収し得る。 The slack tension is affected by expansion and contraction due to temperature changes, elastic elongation due to creep and wear of the trolley wire, and inclination of the support due to aging, etc. It is necessary to keep the tension of the train line constant. A spring type tension balancer is known as a device for that purpose. A conventional spring-loaded tension balancer has a tubular casing connected to a strut, an inner member coaxially received in the casing and allowed to appear and fall in the axial direction, and connected to an overhead wire, and the inside thereof. It has a coil spring coaxially interposed between the casing and the inner member so as to elastically urge the member in the immersion direction (see, for example, Patent Document 1). Such a conventional spring type tension balancer is installed in a state where each coil spring is compressed and deformed to some extent under standard installation conditions. Therefore, in the conventional spring type tension balancer, for example, when the temperature drops and the train line contracts, the inner member protrudes from the outer casing against the repulsive force of the coil spring, and when the temperature rises and the train line extends, the coil Since the inner member is immersed in the casing due to the elastic restoration force of the spring, it is possible to absorb the displacement due to the expansion and contraction of the train line.

特開2000-158981号公報Japanese Unexamined Patent Publication No. 2000-158981

従来のばね式テンションバランサは、対応できる電車線の張力変化率が標準張力の±9%の範囲内である。近年、速度向上のニーズが高まってきており、走行速度が高くなるにつれ電車線の張力変化により集電システムの接触性能に及ぼす影響が大きくなることが問題となってきている。そこで、張力変化率をさらに低下させ、張力変化率を標準張力の5%未満とすることができる架空線用テンションバランサが必要となる。 The conventional spring type tension balancer can handle the tension change rate of the train line within the range of ± 9% of the standard tension. In recent years, there has been an increasing need for speed improvement, and as the traveling speed increases, the influence of changes in the tension of the train line on the contact performance of the current collecting system has become a problem. Therefore, a tension balancer for overhead lines is required, which can further reduce the tension change rate and make the tension change rate less than 5% of the standard tension.

この発明の課題は、架空線に発生する張力変化を簡単な構造によって低減することができる架空線の張力変化低減装置を提供することである。 An object of the present invention is to provide a tension change reducing device for an overhead line, which can reduce the tension change generated in the overhead line by a simple structure.

この発明は、以下に記載するような解決手段により、前記課題を解決する。
なお、この発明の実施形態に対応する符号を付して説明するが、この実施形態に限定するものではない。
請求項1の発明は、図1〜図5に示すように、架空線(1)の張力(T)をばねバランサ(4)によって一定に保持するときに、この架空線に発生する張力変化を低減する架空線の張力変化低減装置であって、前記架空線に発生する張力変化を低減するために、この架空線の伸縮に応じてこの架空線に付加張力(TA)を作用させる重錘部(16)を備え、前記重錘部は、前記架空線の張力が所定値(T min )を下回るときには、この架空線に前記付加張力を作用させ、前記架空線の張力が所定値(T min )以上であるときには、この架空線に前記付加張力を作用させないことを特徴とする架空線の張力変化低減装置(14)である。
The present invention solves the above problems by means of solutions as described below.
Although the description will be given with reference numerals corresponding to the embodiments of the present invention, the present invention is not limited to this embodiment.
According to the invention of claim 1, as shown in FIGS. 1 to 5, when the tension (T) of the overhead wire (1) is held constant by the spring balancer (4), the tension change generated in the overhead wire is changed. A weight change reducing device for reducing tension of an overhead wire, in which an additional tension (TA) is applied to the overhead wire in response to expansion and contraction of the overhead wire in order to reduce the tension change generated in the overhead wire. The weight portion includes a portion (16), and when the tension of the overhead wire falls below a predetermined value (T min ), the additional tension is applied to the overhead wire, and the tension of the overhead wire becomes a predetermined value (T). When the value is min ) or more, the overhead wire tension change reducing device (14) is characterized in that the additional tension is not applied to the overhead wire.

請求項2の発明は、請求項1に記載の架空線の張力変化低減装置において、図2、図4及び図5に示すように、前記重錘部から前記架空線に前記付加張力を作用させる状態と作用させない状態とに切り替える切替部(17)を備えることを特徴とする架空線の張力変化低減装置である。 According to the second aspect of the present invention, in the overhead line tension change reducing device according to claim 1, as shown in FIGS. 2, 4 and 5, the additional tension is applied from the weight portion to the overhead line. It is an overhead wire tension change reducing device including a switching unit (17) for switching between a state and a non-acting state.

請求項3の発明は、請求項に記載の架空線の張力変化低減装置において、前記切替部は、前記重錘部を傾斜ガイド(17b)に移動させて、前記付加張力を作用させる状態に切り替え、前記重錘部を水平ガイド(17a)に移動させて、前記付加張力を作用させない状態に切り替えることを特徴とする架空線の張力変化低減装置である。 A third aspect of the present invention, the change in tension reduction apparatus of the overhead wire according to claim 2, wherein the switching unit is configured to move the weight portion to the inclined guide (17b), in a state of exerting said additional tension This is an overhead wire tension change reducing device, characterized in that the weight portion is switched and the weight portion is moved to the horizontal guide (17a) to switch to a state in which the additional tension is not applied.

請求項4の発明は、請求項1から請求項3までのいずれか1項に記載の架空線の張力変化低減装置において、図1に示すように、前記重錘部は、前記ばねバランサと前記架空線との間に、このばねバランサの外部から前記付加張力を作用させることを特徴とする架空線の張力変化低減装置である。 According to a fourth aspect of the present invention, in the overhead wire tension change reducing device according to any one of claims 1 to 3 , as shown in FIG. 1, the weight portion includes the spring balancer and the above. It is a tension change reducing device for an overhead wire, characterized in that the additional tension is applied from the outside of the spring balancer between the overhead wire and the overhead wire.

この発明によると、架空線に発生する張力変化を簡単な構造によって低減することができる。 According to the present invention, the change in tension generated in the overhead line can be reduced by a simple structure.

この発明の実施形態に係る架空線の張力変化低減装置の斜視図である。It is a perspective view of the tension change reduction apparatus of the overhead line which concerns on embodiment of this invention. この発明の実施形態に係る架空線の張力変化低減装置の側面図である。It is a side view of the tension change reduction apparatus of an overhead line which concerns on embodiment of this invention. この発明の実施形態に係る架空線の張力変化低減装置が使用されるばねバランサの横断面図である。It is sectional drawing of the spring balancer which uses the tension change reduction apparatus of the overhead line which concerns on embodiment of this invention. この発明の実施形態に係る架空線の張力変化低減装置の架空線が伸長したときの動作を説明するための縦断面図であり、(A)はばねバランサによって架線に標準張力を作用させている状態を示す縦断面図であり、(B)は架線が伸長して張力が低下したときの状態を示す縦断面図である。It is a vertical cross-sectional view for demonstrating the operation when the overhead wire of the overhead wire tension change reduction apparatus which concerns on embodiment of this invention extends, and (A) shows the standard tension acting on the overhead wire by a spring balancer. It is a vertical cross-sectional view which shows the state, and (B) is a vertical cross-sectional view which shows the state when the overhead wire is extended and the tension is lowered. この発明の実施形態に係る架空線の張力変化低減装置の架空線が収縮したときの動作を説明するための縦断面図であり、(A)は架線が伸長して張力が低下したときの状態を示す縦断面図であり、(B)はばねバランサによって架線に標準張力を作用させている状態を示す縦断面図である。It is a vertical cross-sectional view for demonstrating the operation when the overhead wire of the overhead wire tension change reduction apparatus which concerns on embodiment of this invention contracts, and (A) is the state when the overhead wire is extended and the tension is lowered. (B) is a vertical cross-sectional view showing a state in which a standard tension is applied to an overhead wire by a spring balancer. この発明の実施形態に係る架空線の張力変化低減装置の張力特性図を一例として示すグラフである。It is a graph which shows the tension characteristic figure of the tension change reduction apparatus of the overhead line which concerns on embodiment of this invention as an example.

以下、図面を参照して、この発明の実施形態について詳しく説明する。
図1及び図2に示す架線1は、線路上空に架設される架空電車線(電車線路)である。架線1は、支持点間の距離(径間)が所定の長さになるように、所定の間隔をあけて支持構造物によって支持点で支持されている。架線1は、電車又は電気機関車などの電気車(鉄道車両)が走行する線路上空に架設されている。架線1は、電気車の集電装置のすり板が接触するトロリ線と、このトロリ線を支持する補助ちょう架線と、この補助ちょう架線を介してトロリ線を支持するちょう架線などを備えている。がいし(碍子)2は、電気導体を絶縁して支持する部材である。がいし2は、架線1とばねバランサ4との間を電気的に絶縁するとともに、架線1と張力変化低減装置14との間を電気的に絶縁する。電柱3は、電車線路の構成物を支持する部材である。電柱3は、ばねバランサ4を支持しており、電気車が走行する線路に沿って基礎部分が固定されている。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
The overhead wire 1 shown in FIGS. 1 and 2 is an overhead train line (train track) erected over the track. The overhead wire 1 is supported at the support points by the support structure at a predetermined interval so that the distance (interval) between the support points becomes a predetermined length. The overhead line 1 is erected over a railroad track on which an electric vehicle (railroad vehicle) such as a train or an electric locomotive runs. The overhead wire 1 includes a trolley wire to which the sliding plate of the current collector of the electric vehicle contacts, an auxiliary overhead wire for supporting the trolley wire, and a trolley wire for supporting the trolley wire via the auxiliary overhead wire. .. The insulator 2 is a member that insulates and supports an electric conductor. The insulator 2 electrically insulates between the overhead wire 1 and the spring balancer 4, and also electrically insulates between the overhead wire 1 and the tension change reducing device 14. The utility pole 3 is a member that supports the components of the train track. The utility pole 3 supports the spring balancer 4, and the foundation portion is fixed along the track on which the electric vehicle travels.

図1〜図5に示すばねバランサ4は、架線1の張力Tを一定に保持する装置である。ばねバランサ4は、図3に示す筒部5〜8と、ばね9〜11と、図1及び図2に示す装着部12,13などを備えている。ばねバランサ4は、例えば、架線1の温度伸縮、クリープ伸び、摩耗による弾性伸びなどのような架線1の伸縮をばね9〜11のばね力(弾性力)を利用して吸収し、架線1の張力Tを一定に保持するばね式テンションバランサである。図1〜図5に示すばねバランサ4は、架線1の温度変化などによる弛度及び張力変化を常に一定に保持するために、この架線1の張力Tを自動的に調整する自動張力調整装置として機能する。 The spring balancer 4 shown in FIGS. 1 to 5 is a device that keeps the tension T of the overhead wire 1 constant. The spring balancer 4 includes tubular portions 5 to 8 shown in FIG. 3, springs 9 to 11, mounting portions 12 and 13 shown in FIGS. 1 and 2, and the like. The spring balancer 4 absorbs the expansion and contraction of the overhead wire 1 such as the temperature expansion and contraction of the overhead wire 1, creep elongation, elastic elongation due to wear, etc. by using the spring force (elastic force) of the springs 9 to 11, and the spring balancer 4 absorbs the expansion and contraction of the overhead wire 1 It is a spring type tension balancer that keeps the tension T constant. The spring balancer 4 shown in FIGS. 1 to 5 is an automatic tension adjusting device that automatically adjusts the tension T of the overhead wire 1 in order to always keep the slack and the tension change due to the temperature change of the overhead wire 1 constant. Function.

図3に示す筒部5〜8は、架線1の伸縮動作に連動して進退動作する部材である。筒部5は、架線1側に連結された状態でばね9に挿入されており、この筒部5の外周面にばね9の一端部を受けるばね受部5aなどを備えている。筒部6は、筒部5を中心線方向に進退自在に収容した状態でばね10に挿入されており、このばね10の一端部を受けるばね受部6aと、ばね9の一端部を受けるばね受部6bなどを備えている。筒部7は、筒部6を中心線方向に進退自在に収容した状態でばね11に挿入されており、このばね11を受けるばね受部7aと、ばね10を受けるばね受部7bなどを備えている。筒部8は、筒部7を中心線方向に進退自在に収容しており、ばね11の一端部を受けるばね受部8aなど備えている。 The tubular portions 5 to 8 shown in FIG. 3 are members that move forward and backward in conjunction with the expansion and contraction operation of the overhead wire 1. The tubular portion 5 is inserted into the spring 9 in a state of being connected to the overhead wire 1 side, and the outer peripheral surface of the tubular portion 5 is provided with a spring receiving portion 5a or the like that receives one end of the spring 9. The tubular portion 6 is inserted into the spring 10 in a state where the tubular portion 5 is accommodated so as to be able to advance and retreat in the center line direction, and the spring receiving portion 6a that receives one end of the spring 10 and the spring that receives one end of the spring 9. It is provided with a receiving portion 6b and the like. The tubular portion 7 is inserted into the spring 11 in a state where the tubular portion 6 is retractably accommodated in the center line direction, and includes a spring receiving portion 7a for receiving the spring 11, a spring receiving portion 7b for receiving the spring 10, and the like. ing. The tubular portion 8 accommodates the tubular portion 7 so as to be able to move forward and backward in the direction of the center line, and includes a spring receiving portion 8a for receiving one end of the spring 11.

ばね9〜11は、架線1に張力Tを付与する部材である。ばね9〜11は、圧縮状態で常時使用される圧縮コイルばねであり、架線1にばね力を常時作用させている。ばね9〜11は、小径のばね9から大径のばね11までばね定数が段階的に小さくなるように設定されている。ばね9は、筒部5側のばね受部5aと筒部6側のばね受部6bとの間に挟み込まれることによってばね力を発生する。ばね10は、筒部6側のばね受部6aと筒部7側のばね受部7bとの間に挟み込まれることによってばね力を発生する。ばね11は、筒部7側のばね受部7aと筒部8側のばね受部8aとの間に挟み込まれることによってばね力を発生する。 The springs 9 to 11 are members that apply tension T to the overhead wire 1. The springs 9 to 11 are compression coil springs that are constantly used in a compressed state, and a spring force is constantly applied to the overhead wire 1. The springs 9 to 11 are set so that the spring constant gradually decreases from the small diameter spring 9 to the large diameter spring 11. The spring 9 generates a spring force by being sandwiched between the spring receiving portion 5a on the tubular portion 5 side and the spring receiving portion 6b on the tubular portion 6 side. The spring 10 generates a spring force by being sandwiched between the spring receiving portion 6a on the tubular portion 6 side and the spring receiving portion 7b on the tubular portion 7 side. The spring 11 generates a spring force by being sandwiched between the spring receiving portion 7a on the tubular portion 7 side and the spring receiving portion 8a on the tubular portion 8 side.

図1及び図2に示す装着部12,13は、筒部8を電柱3に着脱自在に装着する部材である。装着部12は、筒部8の後端部と電柱3の外周部とを連結するようにこの電柱3に着脱自在に取り付けられる固定バンドを備えている。装着部13は、筒部8の先端部寄りの底部と電柱3の外周部とを連結する連結軸と、この連結軸の両端部を電柱3及び筒部8に着脱自在に取り付ける固定バンドなどを備えている。 The mounting portions 12 and 13 shown in FIGS. 1 and 2 are members that detachably mount the tubular portion 8 on the utility pole 3. The mounting portion 12 includes a fixing band that is detachably attached to the utility pole 3 so as to connect the rear end portion of the tubular portion 8 and the outer peripheral portion of the utility pole 3. The mounting portion 13 includes a connecting shaft that connects the bottom portion of the cylinder portion 8 near the tip end and the outer peripheral portion of the utility pole 3, and a fixing band that detachably attaches both ends of the connecting shaft to the utility pole 3 and the utility pole 8. I have.

図1〜図5に示す張力変化低減装置14は、ばねバランサ4によって架線1に張力Tを付与するときに、この架線1に発生する張力変化を低減する。ここで、張力変化とは、ばねバランサ4によって架線1の張力Tを標準張力TSに設定した場合に、架線1の伸縮によって張力Tが変動したときに許容される変動範囲である。張力変化低減装置14は、図6に示すように、架線1の伸縮によってこの架線1の張力Tが変化したときに、図4に示すようにこの架線1に付加張力TAを作用させて、この架線1の張力Tを所定範囲内にする。 The tension change reducing device 14 shown in FIGS. 1 to 5 reduces the tension change generated in the overhead wire 1 when the tension T is applied to the overhead wire 1 by the spring balancer 4. Here, the variation in tension, in the case of setting the tension T of the overhead line 1 to the standard tension T S by a spring balancer 4 is acceptable variation range when the tension T is varied by expansion and contraction of the overhead line 1. Tension change reduction device 14, as shown in FIG. 6, when the expansion and contraction of the overhead line 1 is the tension T of the overhead line 1 is changed, by the action of additional tension T A to the overhead wire 1 as shown in FIG. 4, The tension T of the overhead wire 1 is set within a predetermined range.

ここで、図6に示す縦軸は、架線1の張力T(kgf)であり、横軸は架線1の変位(mm)である。標準張力Tsは、ばねバランサ4によって設定された架線1の標準的な張力値である。上限張力Tmaxは、架線1の張力Tが増加したときに許容される張力Tの上限値である。下限張力Tminは、架線1の張力Tが低下したときに許容される張力Tの下限値である。図6に示す張力特性図は、標準張力TSが5500kgfであり、上限張力Tmaxが5775kgf(標準張力TSの+5%)であり、下限張力Tminが5225kgf(標準張力TSの-5%)であり、標準長が±320mmである場合の特性図である。図6に示す太実線(実施例)は、この実施形態に係る張力変化低減装置14による張力変化率+9%〜-5%の範囲内の場合の張力特性である。細実線(従来例)は、従来のばね式テンションバランサによる張力変化率±9%の範囲内の場合の張力特性である。二点鎖線は、標準張力TSの値を示し、太点線は上限張力Tmax及び下限張力Tminの値を示す。 Here, the vertical axis shown in FIG. 6 is the tension T (kgf) of the overhead wire 1, and the horizontal axis is the displacement (mm) of the overhead wire 1. The standard tension T s is a standard tension value of the overhead wire 1 set by the spring balancer 4. The upper limit tension T max is an upper limit value of the tension T allowed when the tension T of the overhead wire 1 increases. The lower limit tension T min is the lower limit value of the tension T allowed when the tension T of the overhead wire 1 decreases. In the tension characteristic diagram shown in FIG. 6, the standard tension T S is 5500 kgf, the upper limit tension T max is 5775 kgf ( + 5% of the standard tension T S ), and the lower limit tension T min is 5225 kgf (-of the standard tension T S ). 5%), and is a characteristic diagram when the standard length is ± 320 mm. The thick solid line (Example) shown in FIG. 6 is the tension characteristic when the tension change rate by the tension change reducing device 14 according to this embodiment is in the range of + 9% to -5%. The fine solid line (conventional example) is the tension characteristic when the tension change rate by the conventional spring type tension balancer is within the range of ± 9%. The alternate long and short dash line indicates the value of the standard tension T S , and the thick dotted line indicates the value of the upper limit tension T max and the lower limit tension T min .

図1〜図5に示す張力変化低減装置14は、架線1の張力Tが下限張力Tminを下回らないようにこの架線1に付加張力TAを作用させる。張力変化低減装置14は、例えば、図6に示すように、従来のばねバランサによる架線1の張力変化率が標準張力TSの±9%の範囲内であるときに、この架線1の張力変化率を標準張力TSの+9%〜-5%の範囲内まで低減する。張力変化低減装置14は、架線1及びばねバランサ4の構造を改変することなく、このばねバランサ4の外部に着脱自在に装着されている。張力変化低減装置14は、図1〜図5に示すように、連結部15と、重錘部16と、切替部17と、付加張力伝達部18と、装着部19などを備えている。 Tension changes reducing device shown in FIGS. 1 to 5 14, the tension T of the overhead wire 1 exerts an additional tension T A to the overhead wire 1 so as not to fall below the lower limit tension T min. Tension change reduction device 14, for example, as shown in FIG. 6, when the tension rate of change of the overhead wire 1 by conventional spring balancer is within the range of ± 9% of the standard tension T S, the tension change of the overhead line 1 rate reducing to within normal tension T range of + 9% ~-5% S . The tension change reduction device 14 is detachably attached to the outside of the spring balancer 4 without modifying the structures of the overhead wire 1 and the spring balancer 4. As shown in FIGS. 1 to 5, the tension change reducing device 14 includes a connecting portion 15, a weight portion 16, a switching portion 17, an additional tension transmitting portion 18, a mounting portion 19, and the like.

図1〜図5に示す連結部15は、がいし2とばねバランサ4とを連結する手段である。連結部15は、ばねバランサ4の筒部5の先端部とがいし2とを着脱自在にピン結合する。連結部15は、架線1の張力Tが下限張力Tminを下回るときに重錘部16から付加張力TAが伝達されており、筒部5を押し込む方向(架線1を引っ張る方向)にこの付加張力TAを作用させる。 The connecting portion 15 shown in FIGS. 1 to 5 is a means for connecting the insulator 2 and the spring balancer 4. The connecting portion 15 is detachably pin-coupled to the tip end portion of the tubular portion 5 of the spring balancer 4 and the hook 2. Connection 15 is added tension T A is transmitted from Jutsumu unit 16 when the tension T of the overhead wire 1 is below the lower limit tension T min, the additional direction (direction pulling the overhead wire 1) pushing the cylindrical portion 5 the action of tension T a.

重錘部16は、架線1に発生する張力変化を低減するために、この架線1の伸縮に応じてこの架線1に付加張力TAを作用させる手段である。重錘部16は、例えば、金属製の車輪であり、切替部17の水平ガイド17a及び傾斜ガイド17bにガイドされながらこれらの水平ガイド17a及び傾斜ガイド17bに沿って転動する。重錘部16は、図1及び図2に示すように、ばねバランサ4と架線1との間に、このばねバランサ4の外部から付加張力TAを作用させる。重錘部16は、図4〜図6に示すように、架線1の張力Tが下限張力Tminを下回るときには、この架線1に付加張力TAを作用させ、架線1の張力Tが下限張力Tmin以上であるときには、この架線1に付加張力TAを作用させない。 Weight portion 16, in order to reduce the tension variation occurring in the overhead line 1, a means which applies an additional tension T A to the overhead line 1 in response to expansion and contraction of the overhead line 1. The weight portion 16 is, for example, a metal wheel, and rolls along the horizontal guide 17a and the tilt guide 17b while being guided by the horizontal guide 17a and the tilt guide 17b of the switching portion 17. Weight portion 16, as shown in FIGS. 1 and 2, between the spring balancer 4 and the overhead line 1, the action of additional tension T A from the outside of the spring balancer 4. Weight portion 16, as shown in FIGS. 4 to 6, when the tension T of the overhead wire 1 is below the lower limit tension T min is allowed to act additional tension T A in this overhead line 1, lower tension the tension T of the overhead line 1 is when it is T min or more, it does not act the additional tension T a to the overhead wire 1.

図1〜図5に示す切替部17は、重錘部16から架線1に付加張力TAを作用させる状態と作用させない状態とに切り替える手段である。切替部17は、重錘部16を支持した状態でばねバランサ4の上方に配置されており、付加張力TAを作用させる状態と作用させない状態とにこのばねバランサ4の外部で切り替える。切替部17は、図2、図4及び図5に示すように、水平ガイド17aと、傾斜ガイド17bと、支持部材17cなどを備えている。切替部17は、水平ガイド17aと傾斜ガイド17bとの間を重錘部16が回転接触しながら進退動作させるガイドレールとして機能する。切替部17は、図4(B)及び図5(A)に示すように、重錘部16を傾斜ガイド17bに移動させて、付加張力TAを作用させる状態に切り替える。一方、切替部17は、図4(A)及び図5(B)に示すように、重錘部16を水平ガイド17aに移動させて、付加張力TAを作用させない状態に切り替える。切替部17は、例えば、水平ガイド17aと傾斜ガイド17bとの境界に重錘部16が位置するときに、架線1の張力Tが下限張力Tminになるように、水平ガイド17aと傾斜ガイド17bとの位置関係を調整可能な構造である。切替部17は、架線1の伸縮にかかわらず非可動の固定部であり所定の位置に固定されている。 Switching unit shown in FIGS. 1 to 5 17 is a means for switching to a state not to act in a state exerting an additional tension T A from the weight portion 16 to the overhead wire 1. Switching unit 17 is disposed above the spring balancer 4 while supporting the weight portion 16, into a state not to act in a state in which the action of the additional tension T A switch outside of the spring balancer 4. As shown in FIGS. 2, 4 and 5, the switching unit 17 includes a horizontal guide 17a, an inclined guide 17b, a support member 17c, and the like. The switching portion 17 functions as a guide rail that moves the weight portion 16 forward and backward while rotating and contacting the horizontal guide 17a and the inclined guide 17b. Switching unit 17, as shown in FIG. 4 (B) and FIG. 5 (A), the move the weight portion 16 in the inclined guide 17b, switches to state the action of the additional tension T A. On the other hand, the switching unit 17, as shown in FIG. 4 (A) and FIG. 5 (B), the move the weight portion 16 in the horizontal guide 17a, is switched to a state which does not act the additional tension T A. The switching portion 17 is, for example, the horizontal guide 17a and the tilt guide 17b so that the tension T of the overhead wire 1 becomes the lower limit tension T min when the weight portion 16 is located at the boundary between the horizontal guide 17a and the tilt guide 17b. It is a structure that can adjust the positional relationship with. The switching portion 17 is a non-movable fixed portion regardless of the expansion and contraction of the overhead wire 1, and is fixed at a predetermined position.

図2、図4及び図5に示す水平ガイド17aは、重錘部16から架線1に付加張力TAを作用させないときにこの重錘部16が移動する部材である。水平ガイド17aは、ばねバランサ4の中心線と平行な平坦面であり、図4(A)及び図5(B)に示すように架線1の張力Tが下限張力Tmin以上であるときに重錘部16が移動する。図2、図4及び図5に示す傾斜ガイド17bは、重錘部16から架線1に付加張力TAを作用させるときにこの重錘部16が移動する部材である。傾斜ガイド17bは、ばねバランサ4の中心線と交差して下方に傾斜する下降傾斜面であり、図4(B)及び図5(A)に示すように架線1の張力Tが下限張力Tminを下回るときに重錘部16が移動する。傾斜ガイド17bは、図2、図4及び図5に示すように、水平ガイド17aと連続するように、この傾斜ガイド17bの上端部が水平ガイド17aの一方の端部に接続されている。傾斜ガイド17bは、例えば、架線1に作用させる付加張力TAの大きさを任意の大きさに変更可能なように、この傾斜ガイド17bの傾斜角度を任意の角度に設定可能な構造である。支持部材17cは、水平ガイド17a及び傾斜ガイド17bを支持する部材である。支持部材17cは、水平ガイド17a及び傾斜ガイド17bに重錘部16を搭載した状態でこれらを支持するベースとして機能する。 Horizontal guide 17a shown in FIG. 2, 4 and 5 are members the weight portion 16 moves when the weight portion 16 does not act the additional tension T A to the overhead wire 1. The horizontal guide 17a is a flat surface parallel to the center line of the spring balancer 4, and is heavy when the tension T of the overhead wire 1 is equal to or greater than the lower limit tension T min as shown in FIGS. 4 (A) and 5 (B). The weight portion 16 moves. 2, the inclined guide 17b shown in FIGS. 4 and 5 are members which the weight portion 16 moves when the weight portion 16 exerts the additional tension T A to the overhead wire 1. The inclination guide 17b is a downwardly inclined surface that intersects the center line of the spring balancer 4 and inclines downward, and as shown in FIGS. 4 (B) and 5 (A), the tension T of the overhead wire 1 is the lower limit tension T min. The weight portion 16 moves when it falls below. As shown in FIGS. 2, 4 and 5, the inclined guide 17b has an upper end portion of the inclined guide 17b connected to one end of the horizontal guide 17a so as to be continuous with the horizontal guide 17a. Inclined guide 17b, for example, the magnitude of the additional tension T A to be applied to the overhead wire 1 so as to be changed to any size, the inclination angle of the inclined guide 17b a structure that can be set to any angle. The support member 17c is a member that supports the horizontal guide 17a and the inclined guide 17b. The support member 17c functions as a base for supporting the horizontal guide 17a and the inclined guide 17b with the weight portion 16 mounted on the horizontal guide 17a and the inclined guide 17b.

図1〜図5に示す付加張力伝達部18は、重錘部16から架線1に付加張力TAを伝達する手段である。付加張力伝達部18は、ばねバランサ4の上方に配置されており、重錘部16と連結部15とを接続する。付加張力伝達部18は、重錘部16とともに架線1の伸縮に応じて可動する可動部である。付加張力伝達部18は、図4(B)及び図5(A)に示すように、切替部17の傾斜ガイド17bに重錘部16が位置するときに、重錘部16に作用する垂直抗力の水平方向の分力である引張力を付加張力TAとして連結部15に伝達する。付加張力伝達部18は、図1〜図5に示すように、接続部材18aと、スライダ18bと、ガイド部材18cなどを備えている。 Adding tension transmission unit shown in FIGS. 18 is a means for transmitting the additional tension T A from the weight portion 16 to the overhead wire 1. The additional tension transmitting portion 18 is arranged above the spring balancer 4, and connects the weight portion 16 and the connecting portion 15. The additional tension transmitting portion 18 is a movable portion that moves together with the weight portion 16 according to the expansion and contraction of the overhead wire 1. As shown in FIGS. 4 (B) and 5 (A), the additional tension transmitting portion 18 acts on the weight portion 16 when the weight portion 16 is located on the inclined guide 17b of the switching portion 17. to transfer to the connecting portion 15 a tensile force in the horizontal direction force component as an additional tension T a. As shown in FIGS. 1 to 5, the additional tension transmission unit 18 includes a connecting member 18a, a slider 18b, a guide member 18c, and the like.

接続部材18aは、重錘部16とスライダ18bとを接続する部材である。接続部材18aは、一方の端部が重錘部16の回転軸に連結されており、他方の端部がスライダ18bの側面に着脱自在に取り付けられている。接続部材18aは、重錘部16を回転自在に支持しており、重錘部16とともに滑車として機能する。スライダ18bは、ガイド部材18cに沿って昇降自在に移動する部材である。スライダ18bは、架線1の伸縮に応じて昇降動作し、ガイド部材18cに引張力を作用させる。ガイド部材18cは、スライダ18bを移動自在にガイドする部材である。ガイド部材18cは、このガイド部材18cの中心線がばねバランサ4の中心線と直交するように配置されており、このガイド部材18cの下端部が連結部15の上面に着脱自在に取り付けられている。 The connecting member 18a is a member that connects the weight portion 16 and the slider 18b. One end of the connecting member 18a is connected to the rotation shaft of the weight portion 16, and the other end is detachably attached to the side surface of the slider 18b. The connecting member 18a rotatably supports the weight portion 16 and functions as a pulley together with the weight portion 16. The slider 18b is a member that moves up and down along the guide member 18c. The slider 18b moves up and down according to the expansion and contraction of the overhead wire 1 to apply a tensile force to the guide member 18c. The guide member 18c is a member that movably guides the slider 18b. The guide member 18c is arranged so that the center line of the guide member 18c is orthogonal to the center line of the spring balancer 4, and the lower end portion of the guide member 18c is detachably attached to the upper surface of the connecting portion 15. ..

装着部19は、切替部17をばねバランサ4に着脱自在に装着する手段である。装着部19は、切替部17の支持部材17cとばねバランサ4の筒部8とを連結するように、この筒部8に着脱自在に取り付けられる固定バンドなどを備えている。 The mounting portion 19 is a means for detachably mounting the switching portion 17 on the spring balancer 4. The mounting portion 19 includes a fixing band or the like that is detachably attached to the cylinder portion 8 so as to connect the support member 17c of the switching portion 17 and the cylinder portion 8 of the spring balancer 4.

次に、この発明の実施形態に係る架空線の張力変化低減装置の動作を説明する。
例えば、図4に示すように、気温が上昇して架線1が伸長すると、ばね9のばね力によって筒部5が後退して、架線1の張力Tが低下する。架線1が伸長して筒部5が後退すると、筒部5と一体となって連結部15が後退しこの連結部15と一体となってガイド部材18cも後退する。ガイド部材18cが後退すると接続部材18aも後退して、図4(A)に示すように、水平ガイド17a上の重錘部16がこの水平ガイド17aに沿って転がる。水平ガイド17a上を重錘部16が移動しているときには、重錘部16から接続部材18aに力が加わらないため、連結部15に付加張力TAが作用せず、ばねバランサ4のばね5のばね力によってのみ架線1に張力Tが作用している。
Next, the operation of the overhead wire tension change reduction device according to the embodiment of the present invention will be described.
For example, as shown in FIG. 4, when the temperature rises and the overhead wire 1 extends, the cylinder portion 5 retracts due to the spring force of the spring 9, and the tension T of the overhead wire 1 decreases. When the overhead wire 1 extends and the tubular portion 5 retracts, the connecting portion 15 retracts integrally with the tubular portion 5 and the guide member 18c also retracts integrally with the connecting portion 15. When the guide member 18c retracts, the connecting member 18a also retracts, and as shown in FIG. 4A, the weight portion 16 on the horizontal guide 17a rolls along the horizontal guide 17a. When the upper horizontal guide 17a is Jutsumu unit 16 is moving, because the force from the weight portion 16 to the connecting member 18a is not applied, it does not act additional tension T A to the connecting part 15, the spring 5 of the spring balancer 4 Tension T acts on the overhead wire 1 only by the spring force of.

図4(B)に示すように、重錘部16が水平ガイド17aから傾斜ガイド17bに沿って下方に転がると、重錘部16から接続部材18aに引張力が加わる。接続部材18a及びスライダ18bを通じてこの引張力がガイド部材18cに作用するため、この引張力が連結部15に作用する。重錘部16が傾斜ガイド17bに沿って移動しているときには、ガイド部材18cに沿ってスライダ18bが下降する。このため、重錘部16から接続部材18aに継続して一定の引張力が加わるため、連結部15に一定の付加張力TAが作用する。この引張力によってばねバランサ4のばね9が伸び、このばねバランサ4の筒部5が引張力を受けて後退する。このため、連結部15及びがいし2を通じて架線1に引張力が付加張力TAとして作用し、架線1の張力Tが増加して架線1の張力Tが低下するのが抑制される。 As shown in FIG. 4B, when the weight portion 16 rolls downward from the horizontal guide 17a along the inclined guide 17b, a tensile force is applied from the weight portion 16 to the connecting member 18a. Since this tensile force acts on the guide member 18c through the connecting member 18a and the slider 18b, this tensile force acts on the connecting portion 15. When the weight portion 16 is moving along the tilt guide 17b, the slider 18b descends along the guide member 18c. Therefore, since the constant tensile force continuously from the weight portion 16 to the connecting member 18a is applied, certain additional tension T A to the coupling portion 15 is applied. The spring 9 of the spring balancer 4 is stretched by this tensile force, and the tubular portion 5 of the spring balancer 4 receives the tensile force and retracts. Thus, tension in the catenary 1 through the connection portion 15 and the insulator 2 acts as an additional tension T A, increasing the tension T of the overhead line 1 is the tension T of the overhead line 1 is suppressed from being lowered.

一方、例えば、図5に示すように、図4に示す状態から気温が低下して架線1が収縮すると、ばね9のばね力に抗して筒部5が前進して、架線1の張力Tが増加する。架線1が収縮して筒部5が前進すると、筒部5と一体となって連結部15が前進しこの連結部15と一体となってガイド部材18cも前進する。ガイド部材18cが前進すると接続部材18aも前進して、図5(B)に示すように、重錘部16が傾斜ガイド17bから水平ガイド17aに沿って転がる。水平ガイド17a上を重錘部16が移動しているときには、重錘部16から接続部材18aに力が加わらない。このため、連結部15に付加張力TAが作用せず、ばねバランサ4のばね5のばね力によってのみ架線1に張力Tが作用する。その結果、架線1に付加張力TAが作用して、この架線1の張力Tが増加してしまうのが抑制される。 On the other hand, for example, as shown in FIG. 5, when the air temperature drops from the state shown in FIG. 4 and the overhead wire 1 contracts, the tubular portion 5 advances against the spring force of the spring 9, and the tension T of the overhead wire 1 Will increase. When the overhead wire 1 contracts and the tubular portion 5 advances, the connecting portion 15 advances integrally with the tubular portion 5, and the guide member 18c also advances integrally with the connecting portion 15. When the guide member 18c advances, the connecting member 18a also advances, and as shown in FIG. 5B, the weight portion 16 rolls from the inclined guide 17b along the horizontal guide 17a. When the weight portion 16 is moving on the horizontal guide 17a, no force is applied from the weight portion 16 to the connecting member 18a. Therefore, no action is added tension T A to the connecting portion 15, the tension T is applied to the overhead wire 1 only by the spring force of the spring 5 of the spring balancer 4. As a result, acts added tension T A is the overhead wire 1, is inhibited from tension T of the overhead line 1 is increased.

この発明の実施形態に係る架空線の張力変化低下装置には、以下に記載するような効果がある。
(1) この実施形態では、架線1に発生する張力変化を低減するために、この架線1の伸縮に応じてこの架線1に付加張力TAを重錘部16が作用させる。このため、架線1の張力Tの変動に応じて付加張力TAを作用させることができる。その結果、架線1に発生する張力変化を簡単な構造によって低減することができる。
The overhead wire tension change reducing device according to the embodiment of the present invention has the following effects.
(1) In this embodiment, in order to reduce the tension variation occurring in the overhead line 1, the Jutsumu 16 additional tension T A to the overhead wire 1 is allowed to act in accordance with the expansion and contraction of the overhead line 1. Therefore, it is possible to exert additional tension T A in accordance with a variation in the tension T of the overhead wire 1. As a result, the change in tension generated in the overhead wire 1 can be reduced by a simple structure.

(2) この実施形態では、ばねバランサ4と架線1との間に、このばねバランサ4の外部から重錘部16が付加張力TAを作用させる。このため、ばねバランサ4や架線1の構造を改変せずに、このばねバランサ4の外側に重錘部16を簡単に後付けすることができる。その結果、既存のばねバランサ4や架線1の移動や取り換え工事が不要になり、短時間で安価に重錘部16を付加することができる。 (2) In this embodiment, between the spring balancer 4 and the overhead line 1, the weight portion 16 exerts the additional tension T A from the outside of the spring balancer 4. Therefore, the weight portion 16 can be easily retrofitted to the outside of the spring balancer 4 without modifying the structure of the spring balancer 4 or the overhead wire 1. As a result, it is not necessary to move or replace the existing spring balancer 4 and the overhead wire 1, and the weight portion 16 can be added inexpensively in a short time.

(3) この実施形態では、架線1の張力Tが下限張力Tminを下回るときには、この架線1に付加張力TAを重錘部16が作用させ、架線1の張力Tが下限張力Tmin以上であるときには、この架線1に重錘部16が付加張力TAを作用させない。このため、架線1の張力Tが下限張力Tminに達する前に、この架線1に付加張力TAを作用させ、この架線1に発生する張力変化を確実に低減することができる。例えば、図6に示すように、従来のばね式テンションバランサに比べて架線1の張力変化率を標準張力TSの±9%の範囲内から+9%〜-5%の範囲内に低減することができる。 (3) In this embodiment, when the tension T of the overhead wire 1 is below the lower limit tension T min is the additional tension T A to the overhead line 1 is allowed to act is Jutsumu unit 16, the tension T of the overhead line 1 is less than the lower tension T min when it is Jutsumu portion 16 to the overhead line 1 is not applied the additional tension T a. Therefore, before the tension T of the overhead wire 1 reaches the lower tension T min, allowed to act additional tension T A in this overhead line 1, it is possible to reliably reduce the tension change occurring in the overhead wire 1. For example, as shown in FIG. 6, to reduce the range of the range of ± 9% of + 9% to -5% of the standard tension T S tension rate of change of the overhead wire 1 as compared to the conventional spring type tension balancer be able to.

(4) この実施形態では、重錘部16から架線1に付加張力TAを作用させる状態と作用させない状態とに切替部17が切り替える。このため、架線1が収縮したときにはこの架線1に付加張力TAを作用させるため、この架線1の張力Tが低下するのを防ぐことができる。また、架線1が伸長したときにはこの架線1に付加張力TAを作用させないため、この架線1の張力Tが増加するのを防ぐことができる。 (4) In this embodiment, the switching unit 17 in the state not to act in a state exerting an additional tension T A from the weight portion 16 to the overhead wire 1 is switched. Therefore, for applying an additional tension T A to the overhead wire 1 when the overhead wire 1 contracts, the tension T of the overhead line 1 can be prevented from being lowered. Also, since the overhead line 1 is not applied the additional tension T A to the overhead wire 1 when the elongated, it is possible to prevent the tension T of the overhead line 1 is increased.

(5) この実施形態では、重錘部16を傾斜ガイド17bに移動させて、付加張力TAを作用させる状態に切替部17が切り替え、重錘部16を水平ガイド17aに移動させて、付加張力TAを作用させない状態に切替部17が切り替える。このため、例えば、簡単な構造の重錘部16及び切替部17を既存のばねバランサ4に付加することによって、ばねバランサ4のばね力を支援し架線1の張力変化率を±9%の範囲内から+9%〜-5%の範囲内に低減することができる。 (5) In this embodiment, by moving the weight portion 16 in the inclined guide 17b, switching the switching unit 17 in a state of exerting the additional tension T A, to move the weight portion 16 in the horizontal guide 17a, additional switching unit 17 switches to a state not to act the tension T a. Therefore, for example, by adding the weight portion 16 and the switching portion 17 having a simple structure to the existing spring balancer 4, the spring force of the spring balancer 4 is supported and the tension change rate of the overhead wire 1 is in the range of ± 9%. It can be reduced within the range of + 9% to -5%.

この発明は、以上説明した実施形態に限定するものではなく、以下に記載するように種々の変形又は変更が可能であり、これらもこの発明の範囲内である。
(1) この実施形態では、架空線として架線1のような架空電車線を例に挙げて説明したが、電線などの支持物に架設された電線路についても、この発明を適用することができる。また、この実施形態では、張力変化低減装置14をばねバランサ4に適用する場合を例に挙げて説明したが、架線1の変位を防止する流れ止装置についても、この発明を適用することができる。また、この実施形態では、ばねバランサ4が4個の入れ子構造の筒部5〜8を備える場合を例に挙げて説明したが、4個以外に複数の筒部を備えるばねバランサについても、この発明を適用することができる。さらに、この実施形態では、切替部17をばねバランサ4に装着部19によって装着する場合を例に挙げて説明したが、切替部17を電柱3に着脱自在に装着することもできる。
The present invention is not limited to the embodiments described above, and various modifications or modifications can be made as described below, and these are also within the scope of the present invention.
(1) In this embodiment, an overhead train line such as an overhead wire 1 has been described as an example of an overhead wire, but the present invention can also be applied to an electric line erected on a support such as an electric wire. .. Further, in this embodiment, the case where the tension change reducing device 14 is applied to the spring balancer 4 has been described as an example, but the present invention can also be applied to a flow stop device that prevents displacement of the overhead wire 1. .. Further, in this embodiment, the case where the spring balancer 4 includes the tubular portions 5 to 8 having a nested structure of four is described as an example, but the spring balancer including a plurality of tubular portions other than the four is also described. The invention can be applied. Further, in this embodiment, the case where the switching portion 17 is mounted on the spring balancer 4 by the mounting portion 19 has been described as an example, but the switching portion 17 can also be detachably mounted on the utility pole 3.

(2) この実施形態では、重錘部16、切替部17及び付加張力伝達部18を1台配置する場合を例に挙げて説明したが、これらを複数台配置することもできる。例えば、重錘部16、切替部17及び付加張力伝達部18をばねバランサ4の両側にそれぞれ配置し連結部15の両側から均等に付加張力TAを作用させることもできる。また、この実施形態では、架線1が伸長してこの架線1の張力Tが低減するときに、重錘部16によってこの架線1に引張力を付加張力TAとして作用させる場合を例に挙げて説明したが、この架線1に引張力を作用させる場合に限定するものではない。例えば、架線1が収縮してこの架線1の張力Tが増加するときに、重錘部16によってこの架線1に押圧力を付加張力TAとして作用させることもできる。例えば、下方に傾斜する傾斜ガイド17bを水平ガイド17aの両端にそれぞれ配置することもできる。この場合には、一方の傾斜ガイド17bと水平ガイド17aとの境界に重錘部16が位置するときに、架線1の張力Tが下限張力Tminになり、他方の傾斜ガイド17bと水平ガイド17aとの境界に重錘部16が位置するときに、架線1の張力Tが上限張力Tmaxになるように、水平ガイド17aと傾斜ガイド17bとの位置関係を設定することができる。さらに、この実施形態では、張力変化率を標準張力TSの+9%〜-5%の範囲内に低減する場合を例に挙げて説明したが、張力変化率を標準張力TSの+9%〜-5%の範囲内に限定するものではなく、任意の張力変化率の範囲内に低減することもできる。 (2) In this embodiment, the case where one weight unit 16, the switching unit 17, and the additional tension transmitting unit 18 are arranged has been described as an example, but a plurality of these may be arranged. For example, it is also possible to act uniformly additional tension T A from both sides of the weight portion 16, and arranged a switching unit 17 and the additional tension transmission unit 18 on both sides of the spring balancer 4 connection 15. Further, in this embodiment, when the overhead wire 1 is reduced the tension T of the overhead line 1 extends, taking a case exerting a tensile force by the weight portion 16 in the overhead wire 1 as an additional tension T A Examples As described above, the present invention is not limited to the case where a tensile force is applied to the overhead wire 1. For example, when the overhead wire 1 is the tension T of the overhead line 1 is contracted to increase, by weight portion 16 can also exert a pressing force as the additional tension T A to the overhead wire 1. For example, inclined guides 17b that incline downward can be arranged at both ends of the horizontal guide 17a. In this case, when the weight portion 16 is located at the boundary between one of the inclined guides 17b and the horizontal guide 17a, the tension T of the overhead wire 1 becomes the lower limit tension T min , and the other inclined guide 17b and the horizontal guide 17a The positional relationship between the horizontal guide 17a and the inclined guide 17b can be set so that the tension T of the overhead wire 1 becomes the upper limit tension T max when the weight portion 16 is located at the boundary between the two. Further, in this embodiment, the case where the tension change rate is reduced within the range of + 9% to -5% of the standard tension T S has been described as an example, but the tension change rate is +9 of the standard tension T S. It is not limited to the range of% to -5%, but can be reduced within the range of any tension change rate.

1 架線(架空線)
2 がいし
3 電柱
4 ばねバランサ
5〜8 筒部
9〜11 ばね
12,13 装着部
14 張力変化低減装置
15 連結部
16 重錘部
17 切替部
17a 水平ガイド
17b 傾斜ガイド
17c 支持部材
18 付加張力伝達部
18a 接続部材
18b スライダ
18c ガイド部材
19 装着部
T 張力
A 付加張力
s 標準張力
max 上限張力
min 下限張力(所定値)
1 Overhead line (overhead line)
2 Utility pole 4 Spring balancer 5-8 Cylinder part 9-11 Spring 12,13 Mounting part 14 Tension change reduction device 15 Connecting part 16 Weight part 17 Switching part 17a Horizontal guide 17b Tilt guide 17c Support member 18 Additional tension transmission part 18a Connection member 18b Slider 18c Guide member 19 Mounting part T Tension T A Additional tension T s Standard tension T max Upper limit tension T min Lower limit tension (predetermined value)

Claims (4)

架空線の張力をばねバランサによって一定に保持するときに、この架空線に発生する張力変化を低減する架空線の張力変化低減装置であって、
前記架空線に発生する張力変化を低減するために、この架空線の伸縮に応じてこの架空線に付加張力を作用させる重錘部を備え、
前記重錘部は、
前記架空線の張力が所定値を下回るときには、この架空線に前記付加張力を作用させ、
前記架空線の張力が所定値以上であるときには、この架空線に前記付加張力を作用させないこと、
を特徴とする架空線の張力変化低減装置。
It is an overhead line tension change reducing device that reduces the tension change generated in this overhead line when the tension of the overhead line is kept constant by a spring balancer.
In order to reduce the change in tension generated in the overhead line, a weight portion for applying additional tension to the overhead line according to the expansion and contraction of the overhead line is provided.
The weight portion is
When the tension of the overhead line falls below a predetermined value, the additional tension is applied to the overhead line.
When the tension of the overhead line is equal to or higher than a predetermined value, the additional tension should not be applied to the overhead line.
An overhead wire tension change reduction device characterized by.
請求項1に記載の架空線の張力変化低減装置において、
前記重錘部から前記架空線に前記付加張力を作用させる状態と作用させない状態とに切り替える切替部を備えること、
を特徴とする架空線の張力変化低減装置。
In the overhead wire tension change reducing device according to claim 1,
A switching portion for switching between a state in which the additional tension is applied and a state in which the additional tension is not applied to the overhead wire from the weight portion is provided.
An overhead wire tension change reduction device characterized by.
請求項に記載の架空線の張力変化低減装置において、
前記切替部は、
前記重錘部を傾斜ガイドに移動させて、前記付加張力を作用させる状態に切り替え、
前記重錘部を水平ガイドに移動させて、前記付加張力を作用させない状態に切り替えること、
を特徴とする架空線の張力変化低減装置。
In the overhead wire tension change reducing device according to claim 2.
The switching unit is
The weight portion is moved to the tilt guide to switch to a state in which the additional tension is applied.
Moving the weight portion to the horizontal guide to switch to a state in which the additional tension is not applied.
An overhead wire tension change reduction device characterized by.
請求項1から請求項3までのいずれか1項に記載の架空線の張力変化低減装置において、
前記重錘部は、前記ばねバランサと前記架空線との間に、このばねバランサの外部から前記付加張力を作用させること、
を特徴とする架空線の張力変化低減装置。
In the overhead wire tension change reducing device according to any one of claims 1 to 3.
The weight portion applies the additional tension from the outside of the spring balancer between the spring balancer and the overhead wire.
An overhead wire tension change reduction device characterized by.
JP2017064507A 2017-03-29 2017-03-29 Overhead line tension change reduction device Active JP6886847B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017064507A JP6886847B2 (en) 2017-03-29 2017-03-29 Overhead line tension change reduction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017064507A JP6886847B2 (en) 2017-03-29 2017-03-29 Overhead line tension change reduction device

Publications (2)

Publication Number Publication Date
JP2018167605A JP2018167605A (en) 2018-11-01
JP6886847B2 true JP6886847B2 (en) 2021-06-16

Family

ID=64018367

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017064507A Active JP6886847B2 (en) 2017-03-29 2017-03-29 Overhead line tension change reduction device

Country Status (1)

Country Link
JP (1) JP6886847B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112026593A (en) * 2020-07-31 2020-12-04 智慧支点(北京)科技有限公司 Contact wire module connecting device and mobile contact net system
CN112952705B (en) * 2021-02-23 2022-06-28 聊城市瀚格智能科技有限公司 Tensioning mechanism for high-voltage overhead line

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61169339A (en) * 1985-01-23 1986-07-31 Japanese National Railways<Jnr> Weight balancer loosening preventer
JPH04209184A (en) * 1990-11-30 1992-07-30 Toshiba Corp Inclined elevator
IT1287147B1 (en) * 1996-11-08 1998-08-04 Pfisterer Srl COMPENSATING DEVICE FOR VARIATIONS IN LENGTH OF HEAD ROPES, WITH SUBSTANTIALLY CONSTANT PULL
JP2008055986A (en) * 2006-08-30 2008-03-13 Sanwa Tekki Corp Spring/heavy-weight type tension balancer

Also Published As

Publication number Publication date
JP2018167605A (en) 2018-11-01

Similar Documents

Publication Publication Date Title
US10744881B2 (en) Positioning unit for a charging station and method for making contact
JP6886847B2 (en) Overhead line tension change reduction device
JP4244216B2 (en) Current collecting boat device
RU2750400C2 (en) Positioning apparatus and method of contact generation
RU2732497C2 (en) Positioning device and method of forming contact
CN104540705A (en) Pantograph device of trolley truck
CN104276478A (en) Elevator
CN109501598B (en) Current collector
CN101973475A (en) Tension device of speed governor of elevator
JPH0250681B2 (en)
RU2518116C2 (en) System of air contact network
JP6957176B2 (en) Overhead line tension change reduction device
FR3113873B1 (en) Suspension web for vehicle seat with electrical cable guide support
JP2013223282A (en) Pantograph for railroad car
JP6869072B2 (en) Overhead line tension change reduction device
CN103373656B (en) Elevator
US3730312A (en) Method and apparatus for transferring electrical energy to high speed apparatus
RU2705391C1 (en) Lower current pick-off current collector
KR101596777B1 (en) Pantograph device
JP4446846B2 (en) Current boat equipment
JP6869073B2 (en) Overhead line tension change reduction device
CN210577570U (en) Cable groove for optical cable communication engineering
US2562727A (en) Pantograph assembly
NL2025210B1 (en) Holder for an overhead contact line
JP5214195B2 (en) pantograph

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20191219

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20201014

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20201014

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20201202

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: 20210512

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210517

R150 Certificate of patent or registration of utility model

Ref document number: 6886847

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150