JPH0447537B2 - - Google Patents
Info
- Publication number
- JPH0447537B2 JPH0447537B2 JP29391987A JP29391987A JPH0447537B2 JP H0447537 B2 JPH0447537 B2 JP H0447537B2 JP 29391987 A JP29391987 A JP 29391987A JP 29391987 A JP29391987 A JP 29391987A JP H0447537 B2 JPH0447537 B2 JP H0447537B2
- Authority
- JP
- Japan
- Prior art keywords
- wire
- wheel
- hanging
- tension
- overhead
- 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 - Lifetime
Links
- 239000002184 metal Substances 0.000 claims description 20
- 229910052751 metal Inorganic materials 0.000 claims description 20
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 238000001514 detection method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005491 wire drawing Methods 0.000 description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
Landscapes
- Force Measurement Appropriate To Specific Purposes (AREA)
- Electric Cable Installation (AREA)
Description
【発明の詳細な説明】
〈発明の利用分野〉
この発明は、延線張力の検出方法、特に架線用
金車による吊下げ部における延線張力を検出する
延線張力検出方法及びそれに用いる架線用金車に
関する。[Detailed Description of the Invention] <Field of Application of the Invention> The present invention relates to a method for detecting wire tension, particularly a wire tension detection method for detecting wire tension at a portion suspended by a metal wheel for overhead wires, and a method for detecting wire tension for overhead wires used therefor. Regarding the gold wheel.
尚、以下の説明において「電線」という場合に
は、架線工事において用いられるワイヤ、メセン
ジヤーワイヤ、牽引ワイヤ等をも含んだ意味で用
いるものとする。 In the following description, the term "electric wire" is used to include wires used in overhead line work, messenger wires, traction wires, and the like.
〈従来の技術〉
従来、この種の延線張力検出方法としては、い
わゆる抱角張力計を備えた架線用金車を用いるも
のが知られている。<Prior Art> Conventionally, as this type of wire extension tension detection method, a method using an overhead wire wheel equipped with a so-called included angle tension meter is known.
〈発明が解決しようとする問題点〉
しかし、抱角張力計は、架線用金車の回転抵抗
あるいはプロテクタ通過抵抗などによつて実際に
は生じているはずの架線用金車入口及び出口での
延線張力差異を無視した、つまり入口及び出口の
延線張力が等しいものと仮定する設計となつてい
て、かなり大まかな延線張力検出を行なえるだけ
のものであつた。<Problems to be Solved by the Invention> However, the angle-closing tension meter does not detect the problem at the entrance and exit of the overhead wire wheel, which should actually occur due to rotational resistance of the overhead wire wheel or resistance to passing through the protector. It was designed to ignore the difference in wire tension, that is, to assume that the wire tension at the entrance and exit was equal, and was able to only roughly detect the wire tension.
そこで、この発明では、架線用金車による吊下
げ部において生じている延線張力を高精度で検出
できる延線張力検出方法及びそれに用いる架線用
金車を提供せんとするものである。 SUMMARY OF THE INVENTION Therefore, the present invention aims to provide a wire tension detection method capable of detecting with high precision the wire tension generated in the suspended portion of the overhead wire wheel, and a wire wire wheel used therein.
〈問題点を解決するための手段〉
上記目的を達成するための手段として、第1発
明〔特許請求の範囲1記載の発明〕の延線張力検
出方法では、鉄塔に設けた一個の支点にて支持さ
れた一対の吊下げ手段により各々吊り下げられる
一対の金車ホイールが電線の延線方向で連設され
てなる架線用金車にて電線を支持せしめ、且つ各
吊下げ手段にかかる吊下げ力P、Q及び各金車ホ
イールのホイール中心点を結ぶ線分と電線とがな
す角度Φを各々測定し、そしてこのP、Q及びΦ
から、架線用金車の入り口側延線張力T1及び出
口側延線張力T3を各々検出することを要旨とし、
第2発明〔特許請求の範囲2記載の発明〕の架線
用金車では、電線の延線方向で連設される一対の
金車ホイール、この各金車ホイールを鉄塔に設け
た一個の支点に吊り下げる一対の吊下げ手段、各
吊下げ手段にかかる吊下げ力P、Qを各々測定す
る吊下げ力測定手段、及び各金車ホイールのホイ
ール中心点を結ぶ線分と電線とがなす角度Φを測
定する角度測定手段を設けることを要旨としてい
る。<Means for solving the problem> As a means for achieving the above object, in the wire extension tension detection method of the first invention [the invention set forth in claim 1], The wire is supported by a wire wheel made of a pair of metal wheel wheels that are each suspended by a pair of supported hanging means and are connected in the direction of extension of the wire, and the wire is suspended by each of the hanging means. Measure the forces P and Q and the angle Φ formed by the line segment connecting the wheel center point of each metal wheel and the electric wire, and then calculate these P, Q and Φ.
The gist is to detect the wire tension T 1 on the entrance side and the wire tension T 3 on the exit side of the overhead wire wheel, respectively.
In the overhead line metal wheel of the second invention [the invention described in claim 2], a pair of metal wheel wheels are arranged in series in the direction of extension of the electric wire, and each metal wheel is attached to a single fulcrum provided on the steel tower. A pair of hanging means for hanging, a hanging force measuring means for measuring the hanging forces P and Q applied to each hanging means, and an angle Φ formed by the line segment connecting the wheel center point of each metal wheel and the electric wire. The gist is to provide an angle measuring means for measuring the angle.
尚、以下の説明においては特に両発明を区別し
ないものとする。 Incidentally, in the following description, no particular distinction will be made between the two inventions.
〈作用〉
すなわち、架線用金車にかかつている力P、Q
及び架線用金車と電線とがなす角度Φを実測し、
このP、Q、及びΦから、架線用金車の入り口側
延線張力T1及び出口側延線張力T3を各々個別に
検出するものとしているので、高精度での延線張
力検出を行なえることになるものである。<Effect> In other words, the forces P and Q applied to the overhead wire wheel
And actually measure the angle Φ formed between the overhead wire wheel and the electric wire,
From these P, Q, and Φ, the wire tension on the entrance side T 1 and the wire tension on the exit side T 3 of the overhead wire wheel are individually detected, so the wire tension can be detected with high precision. This is something that will happen.
〈実施例〉
以下、この発明の実施例を第1図〜第4図を参
照して説明する。<Example> Hereinafter, an example of the present invention will be described with reference to FIGS. 1 to 4.
この延線張力検出方法では架線用金車1を用い
ることとしている。 In this wire extension tension detection method, a metal wheel 1 for overhead wire is used.
架線用金車1は、一対の金車ホイール2,2、
一対の吊下げ手段3,3、各吊下げ手段3,3に
設けられる吊下げ力測定手段4,4、及び角度測
定手段5,5を備えている。 The overhead line metal wheel 1 includes a pair of metal wheels 2, 2,
A pair of hanging means 3, 3, hanging force measuring means 4, 4 provided on each hanging means 3, 3, and angle measuring means 5, 5 are provided.
一対の金車ホイール2,2は、電線6の延線方
向で連設されるもので、各々は支持フレーム7に
て支持されており、この支持フレーム7,7が上
下両連結アーム8,9にて連結されている。 The pair of metal wheels 2, 2 are arranged in series in the direction of extension of the electric wire 6, and each is supported by a support frame 7, which is in turn connected to the upper and lower connecting arms 8, 9. are connected.
各吊下げ手段3,3は、各々、上連結アーム8
及び支持フレーム7を介して金車ホイール2を吊
りコード10の介在のもとに鉄塔11に吊り下げ
るものであり、それぞれは、電線6の支持により
各吊下げ手段3,3にかかる吊下げ力P、Qを測
定する吊下げ力測定手段3としてのロードセルを
備えている。 Each hanging means 3, 3 has an upper connecting arm 8, respectively.
and the metal wheel wheel 2 is suspended from the steel tower 11 via the support frame 7 with the intervention of the hanging cord 10, and each suspending force applied to each hanging means 3, 3 due to the support of the electric wire 6. A load cell is provided as a hanging force measuring means 3 for measuring P and Q.
角度測定手段5は、各金車ホイール2,2のホ
イール中心点D、Eを結ぶ線分DEと電線6とが
なす角度Φを測定するためのもので、受感部12
及びこの受感部12より延設され先端の当接コマ
13にて常に電線6へ当接せしめられるアーム部
14よりなり、アーム部14が電線6の傾きに応
じて矢示A方向で回動することにより角度Φを測
定するものである。尚、Φは出口側、入り口側い
ずれのものでもよいが、この実施例では、より測
定し易いので出口側のものを測定するようにして
いる。 The angle measuring means 5 is for measuring the angle Φ formed by the electric wire 6 and the line segment DE connecting the wheel center points D and E of the metal wheels 2, 2.
The arm part 14 extends from the sensing part 12 and is always brought into contact with the electric wire 6 at the contact piece 13 at the tip, and the arm part 14 rotates in the direction of arrow A according to the inclination of the electric wire 6. By doing this, the angle Φ is measured. Note that Φ may be measured on either the outlet side or the inlet side, but in this embodiment, the value on the outlet side is measured because it is easier to measure.
そして、吊下げ力測定手段4及び角度測定手段
5より得られたP、Q、及びΦから架線用金車1
の入り口側延線張力T1及び出口側延線張力T3を
以下のようにして実延線張力として求めるものと
している。 Then, from P, Q, and Φ obtained from the hanging force measuring means 4 and the angle measuring means 5,
The inlet side drawing tension T 1 and the exit side drawing tension T 3 are determined as the actual drawing tension as follows.
先ず、第2図と第3図について説明すると以下
の通りである。 First, FIGS. 2 and 3 will be explained as follows.
前述のような架線用金車1は、ピンジヨイント
によるトラス構造と考えることができ、そこに働
く力の状態は第2図の如きものとして示される。
図中、各節点はそれぞれA、B、C、D、Eで示
され、各部材間の角度は、∠ABCがUで示され、
∠ACBがVで示される。また、入口側で電線6
が線分DEとなす角度はηで示される。さらに、
各部材の軸力は、それぞれP、Q、R、J1、J2、
Gで示される。 The overhead wire wheel 1 as described above can be considered to have a truss structure using pin joints, and the state of the force acting thereon is shown as shown in FIG.
In the figure, each node is indicated by A, B, C, D, E, respectively, and the angle between each member is ∠ ABC is indicated by U,
∠ACB is denoted by V. Also, electric wire 6 is installed on the entrance side.
The angle that it makes with the line segment DE is denoted by η. moreover,
The axial forces of each member are P, Q, R, J1, J2, respectively.
Indicated by G.
この第2図の関係を各節点廻りの力の三角形及
び外力についての力の三角形の組合せにして示す
と第3図の如くなる。すなわち、「各節点の平面
力が平衡している為には、各力に平行な辺を持つ
力の三角形が閉じなければならない。またその辺
の大きさは各力の大きさに比例する」という力学
原理に基づき、各節点廻りの力及び外力について
それぞれの力の三角形を求めることにより第3図
は得られるものである。 When the relationship shown in FIG. 2 is shown as a combination of force triangles around each node and force triangles for external forces, it becomes as shown in FIG. 3. In other words, ``In order for the plane forces at each node to be balanced, a force triangle with sides parallel to each force must be closed. Also, the size of the side is proportional to the size of each force.'' Based on this mechanical principle, Figure 3 is obtained by finding force triangles for the forces around each node and the external forces.
この第3図において、A節点では、力F、P、
Qが平衡する故に力の三角形はΔαβδとなり、力
の大きさはP=αδ、Q=δβ、F=αβとなる。同
様に、B節点では、力P、R、J1が平衡するので
力の三角形はΔαδζとなり、またC節点では、力
Q、R、J2が平衡するので力の三角形はΔβζδと
なり、それぞれ平衡力の大きさと方向が定まる。
また、節点D及びEでは、それぞれ力J1、G、
F1、並びに力J2、G、F2がΔαζε及びΔβεζなる
力の三角形を作つて平衡する。また、この系に掛
かる外力としてはF、T1、T3のみであるから、
この3力も力の三角形がΔαβγとなつて平衡を保
つことになる。かくして、第3図が得られ、各外
力及び各部材の平衡力がそれぞれの大きさ及び方
向を示すクレモナ式の力の線図として示される。 In this Figure 3, at node A, forces F, P,
Since Q is balanced, the force triangle becomes Δαβδ, and the magnitudes of the forces are P=αδ, Q=δβ, and F=αβ. Similarly, at node B, forces P, R, and J1 are balanced, so the force triangle is Δαδζ; at node C, forces Q, R, and J2 are balanced, so the force triangle is Δβζδ, and each The size and direction are determined.
Also, at nodes D and E, forces J1, G,
F1 and the forces J2, G, and F2 form a triangle of forces Δαζε and Δβεζ and are balanced. Also, since the only external forces acting on this system are F, T1, and T3,
These three forces also maintain equilibrium as the triangle of forces becomes Δαβγ. FIG. 3 is thus obtained, in which each external force and the equilibrium force of each member are shown as a Cremonese force diagram indicating their respective magnitudes and directions.
以下、この第3図に基づいて実延線張力を求め
る演算について説明する。 Hereinafter, the calculation for determining the actual wire tension will be explained based on FIG. 3.
第3図の、
Δβγδにおいて、
T3/sinV=Q/sinΦ=H/sin(Φ−V) ……(a)
故に、
T3=QsinV/sinΦ
H=Qsin(Φ−V)/sinΦ
Δαδγにおいて、
(π−η)+(η−U)/2=π/2−U/2 ……(b)
(π−η)−(η−U)/2=
ATN〔P−H/P+Hcot(U/2)〕 ……(c)
(ATNは、アークタンジエントである。)
(b)、(c)より、
(π−η)=
π/2−U/2+ATN〔P−H/P+Hcot(U/2)
〕……(d)
故に、
η=π/2+U/2−ATN〔P−H/P+Hcot(U/
2)〕
……(e)
またΔαδγにおいて、
T1/sinU=H/sin(η−U)=P/sinη ……(f)
故に、
T1=HsinU/sin(η−U)=PsinU/sinη
このようにして、架線用金車にかかつている力
P、Q及び架線用金車と電線とがなす角度Φを実
測し、このP、Q、及びΦから、架線用金車の入
り口延線張力T1及び出口側延線張力T3を各々個
別に検出するものとしているので、高精度での延
線張力検出を行なえることになるものである。 In Fig. 3, at Δβγδ, T 3 /sinV=Q/sinΦ=H/sin(Φ-V)...(a) Therefore, T 3 =QsinV/sinΦ H=Qsin(Φ-V)/sinΦ At Δαδγ , (π-η)+(η-U)/2=π/2-U/2...(b) (π-η)-(η-U)/2= ATN[P-H/P+Hcot(U /2)] ...(c) (ATN is an arctangent.) From (b) and (c), (π-η) = π/2-U/2+ATN [P-H/P+Hcot(U /2)
]...(d) Therefore, η=π/2+U/2-ATN [P-H/P+Hcot(U/
2)] ...(e) Also, in Δαδγ, T 1 /sinU=H/sin(η-U)=P/sinη...(f) Therefore, T 1 =HsinU/sin(η-U)=PsinU/ sinη In this way, the forces P and Q applied to the overhead wire wheel and the angle Φ formed between the overhead wire wheel and the wire are measured, and from these P, Q, and Φ, the entrance extension of the overhead wire wheel is measured. Since the wire tension T 1 and the exit side wire drawing tension T 3 are each detected individually, the wire drawing tension can be detected with high accuracy.
〈発明の効果〉
この発明は、以上説明してきた如く、架線用金
車にかかつている力P、Q及び架線用金車と電線
とがなす角度Φを実測し、このP、Q、及びΦか
ら、架線用金車の入り口側延線張力T1及び出口
側延線張力T3を各々個別に検出するものとして
いるので、高精度での延線張力検出を行なえると
いう秀れた効果がある。<Effects of the Invention> As explained above, this invention actually measures the forces P and Q applied to the overhead wire wheel and the angle Φ formed between the overhead wire wheel and the wire, and calculates the values of P, Q, and Φ. Therefore, since the wire tension on the entrance side T 1 and the wire tension T 3 on the exit side of the overhead contact wheel are individually detected, an excellent effect is that the wire tension can be detected with high accuracy. be.
第1図は、この発明に係る架線用金車の概略側
面図、第2図は、架線用金車の各節点廻りの力及
び外力の状態を示す説明図、そして第3図は、第
2図における力による力の三角形の組合せ図であ
る。
1,20……架線用金車、2……金車ホイー
ル、3,21……吊下げ手段、4……吊下げ力測
定手段、5……角度測定手段、6……電線、11
……鉄塔。
FIG. 1 is a schematic side view of the overhead line metal wheel according to the present invention, FIG. 2 is an explanatory diagram showing the state of force and external force around each node of the overhead line metal wheel, and FIG. It is a combination diagram of the force triangle due to the force in the figure. DESCRIPTION OF SYMBOLS 1, 20... Catenary wire wheel, 2... Metal wheel, 3, 21... Hanging means, 4... Hanging force measuring means, 5... Angle measuring means, 6... Electric wire, 11
...A steel tower.
Claims (1)
の吊下げ手段を介して吊り下げられる一対の金車
ホイールが電線の延線方向で連設されてなる架線
用金車にて電線を支持せしめ、且つ各吊下げ手段
にかかる吊下げ力P、Q及び各金車ホイールのホ
イール中心点を結ぶ線分と電線とがなす角度Φを
各々測定し、そしてこのP、Q及びΦから、架線
用金車の入り口側延線張力T1及び出口側延線張
力T3を各々検出してなる延線張力検出方法。 2 電線の延線方向で連設される一対の金車ホイ
ール、 この各金車ホイールを鉄塔に設けた一個の支点
に吊り下げる一対の吊下げ手段、 各吊下げ手段にかかる吊下げ力P、Qを各々測
定する吊下げ力測定手段、及び 各金車ホイールのホイール中心点を結ぶ線分と
電線とがなす角度Φを測定する角度測定手段を備
えてなる架線用金車。[Scope of Claims] 1. An overhead line metalwork comprising a pair of metal wheels that are suspended via a pair of hanging means supported by a single fulcrum provided on a steel tower and are connected in the direction of extension of the electric wire. The electric wire is supported by a car, and the hanging forces P and Q applied to each hanging means and the angle Φ formed by the electric wire and a line connecting the wheel center point of each metal wheel are measured, and this P, A method for detecting wire tension by detecting wire tension T 1 on the entrance side and wire tension T 3 on the exit side of an overhead contact wheel from Q and Φ. 2. A pair of metal wheel wheels arranged in series in the direction of extension of the electric wire, a pair of hanging means for suspending each of the metal wheel wheels from a single fulcrum provided on the steel tower, a hanging force P applied to each hanging means, A wire wheel for overhead wires, comprising a hanging force measuring means for measuring Q respectively, and an angle measuring means for measuring an angle Φ formed between a line segment connecting the wheel center point of each wire wheel and an electric wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62293919A JPH01136509A (en) | 1987-11-24 | 1987-11-24 | Detecting method for extended wire tension and line hardware used therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62293919A JPH01136509A (en) | 1987-11-24 | 1987-11-24 | Detecting method for extended wire tension and line hardware used therefor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01136509A JPH01136509A (en) | 1989-05-29 |
| JPH0447537B2 true JPH0447537B2 (en) | 1992-08-04 |
Family
ID=17800857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62293919A Granted JPH01136509A (en) | 1987-11-24 | 1987-11-24 | Detecting method for extended wire tension and line hardware used therefor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01136509A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104779555A (en) * | 2015-04-22 | 2015-07-15 | 国家电网公司 | Detachable effort-saving stand for 10 KV concrete pole wiring |
| CN110356651A (en) * | 2018-10-22 | 2019-10-22 | 江苏艾科半导体有限公司 | A kind of angle positioning formula strap device for measuring force |
-
1987
- 1987-11-24 JP JP62293919A patent/JPH01136509A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01136509A (en) | 1989-05-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| DE69524073D1 (en) | Vehicle grip measurement with load force components | |
| JP2549289B2 (en) | Maybe force detector | |
| JPH0447537B2 (en) | ||
| CN107702773B (en) | Load measuring device and method and load equipment | |
| JP3850520B2 (en) | Klean deflection angle measuring device | |
| BR112020000131A2 (en) | connecting member for connecting a gripping assembly to a hydraulic crane arm with integrated dynamic weighing assembly | |
| JP3130106B2 (en) | Stress measurement method using magnetostrictive sensor | |
| JPH07306102A (en) | Force measuring device | |
| JPS5996336A (en) | Measurer for excavation force of excavator | |
| JPH06288798A (en) | Stress measuring device around suspension of vehicle | |
| JPH06105275B2 (en) | Train line disconnection detection device | |
| JPH0230895A (en) | Method and apparatus for measuring tail clearance in shield machine | |
| US2377045A (en) | Balance testing apparatus | |
| JPH0444486B2 (en) | ||
| JPH0682472A (en) | Distortion gauge type acceleration sensor | |
| JPS6241339B2 (en) | ||
| JPS5973736A (en) | Vehicle weight measuring method | |
| JPS61217479A (en) | Winch | |
| JPH06156977A (en) | Swing angle measuring device | |
| JPH0624723Y2 (en) | Shape detector | |
| JPS5861433A (en) | Magnetic permeability type stress measuring method | |
| JP2567118B2 (en) | Cable accident point search method | |
| SU1670350A1 (en) | Beat monitoring method | |
| JPH0738867Y2 (en) | Transmission line failure direction detector | |
| JPS606591A (en) | Detector for moment of crane |