JPH07311104A - Cable tensile force measuring method with gauge wire - Google Patents

Cable tensile force measuring method with gauge wire

Info

Publication number
JPH07311104A
JPH07311104A JP14842294A JP14842294A JPH07311104A JP H07311104 A JPH07311104 A JP H07311104A JP 14842294 A JP14842294 A JP 14842294A JP 14842294 A JP14842294 A JP 14842294A JP H07311104 A JPH07311104 A JP H07311104A
Authority
JP
Japan
Prior art keywords
cable
gauge wire
tension
length
tensile force
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.)
Pending
Application number
JP14842294A
Other languages
Japanese (ja)
Inventor
Kazuo Hirai
一男 平井
Takuro Katayama
拓朗 片山
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.)
SASEBO JUKOGYO KK
Original Assignee
SASEBO JUKOGYO KK
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 SASEBO JUKOGYO KK filed Critical SASEBO JUKOGYO KK
Priority to JP14842294A priority Critical patent/JPH07311104A/en
Publication of JPH07311104A publication Critical patent/JPH07311104A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a method which enables easy measurement of the tensile force of a cable, of a structure using a cable as a structural member in part or for all of structure body. CONSTITUTION:Single or multiple gauge wires are attached along the total length or a part of a cable. In an unstressed state where tensile force does not act, middle points B and C, corresponding to the end points a and b of the gauge wire, are provided on the cable. The end point b of the gauge wire is fixed to the middle point c of the cable, and the portion between a and b and the end point a of the gauge wire are allowed to move independently of the cable, then, the distance Z between the end point a of the gauge wire and the middle point B of the cable is measured when tensile force acts. The distance Z between the end point a of the gauge wire and the middle point B of the cable, in a stressed state, is measured, and cable distortion s is obtained from Z, and further, the tensile force T acting upon the cable is obtained from s.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、ケーブルを構造体の
一部あるいは全部に構造部材として用いる構造体のケー
ブルの張力測定法に関する発明である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for measuring the tension of a cable of a structure which uses the cable as a structural member for a part or all of the structure.

【0002】[0002]

【従来の技術】ケーブル張力を測定する方法としては下
記の方法が実用化されている。 1) ケーブル張力をロードセル等により直接測定する
方法。 2) ケーブルの固有振動数を測定し、ケーブル張力を
求める方法。 3) ケーブル素線に歪みゲージを取付、素線の歪みに
より張力を求める方法。 4) ケーブルの定着点間距離とケーブルサグを測定し
ケーブル張力を求める方法。 ただし、 従来の方法では以下の問題点がある。 5) 1)の方法では、ロードセルが高価であり、設備
費が高くなる。 6) 2)の方法では、ケーブルの中間に固定点(弾性
固定点を含む)がある時、固有振動数の測定が困難にな
る。 7) 3)の方法では、ケーブルに被覆(防食上)を行
う場合、歪みゲージの取付が困難になる。 8) 3)の方法では、定着点間距離とケーブルサグの
測定には光波距離計が用いられるが、ケーブルの設置場
所によっては測定が出来ない場合がある。
2. Description of the Related Art The following method has been put into practical use as a method for measuring cable tension. 1) A method of directly measuring the cable tension with a load cell or the like. 2) A method of determining the cable tension by measuring the natural frequency of the cable. 3) A method in which a strain gauge is attached to the cable strand and the tension is determined by strain of the strand. 4) A method of obtaining the cable tension by measuring the distance between the fixing points of the cable and the cable sag. However, the conventional method has the following problems. 5) In the method of 1), the load cell is expensive and the equipment cost is high. 6) In the method of 2), when there is a fixed point (including an elastic fixed point) in the middle of the cable, it becomes difficult to measure the natural frequency. 7) According to the method of 3), it is difficult to attach the strain gauge when the cable is covered (on anticorrosion). 8) In the method of 3), an optical distance meter is used to measure the distance between fixing points and the cable sag, but it may not be possible depending on the installation location of the cable.

【0003】[0003]

【発明が解決しようとする課題】本発明では、上記した
問題点を解決するため、測定方法が簡単で、測定に対す
る制約が少なく、測定費用が掛からないケーブルの張力
測定法を提供することを目的とする。
SUMMARY OF THE INVENTION In order to solve the above problems, it is an object of the present invention to provide a cable tension measuring method which is simple in measuring method, has few restrictions on measurement, and does not require measurement cost. And

【0004】[0004]

【課題を解決するための手段】本発明における課題を解
決するための手段を「図1」で説明する。本発明では、
張力を測定するケーブルにケーブルの断面積に比べ断面
積が非常に小さく張力が作用しないゲージワイヤーを沿
わせて、そのゲージワイヤーの長さを基準として、張力
が作用している状態でのケーブルの長さの変化量(張力
が作用しない状態でのケーブルの長さと張力が作用して
いる状態のケーブルの長さの差)を求めて、ケーブルの
張力を測定するものである。本発明のゲージワイヤーを
用いたケーブル張力測定方法の原理を以下に説明する。
釣合い状態にあるケーブルでは、フックの法則により、
ケーブルの張力とケーブルの歪みの関係はT=E×F×
sで示される。ここに、Tはケーブルの張力、Fはケー
ブルの断面積、Eはケーブルの弾性係数、sはケーブル
の歪みである。ケーブルの歪みsはケーブルの長さの変
化量をQ、無応力状態でのケーブル長をLと置けばs=
Q/Lで表される。ケーブルの長さの変化量はケーブル
張力Tが作用しているときのケーブル長をRと置けばQ
=R−Lで求める事が出来る。よって、ケーブル張力T
はケーブル歪みあるいはケーブルの長さの変化量を測定
することが出来れば、断面積Aと弾性係数Eは各ケーブ
ルで一定であるから、T=E×F×sから求めることが
出来る。本発明はゲージワイヤーの長さを基準として、
ケーブルの長さの変化量Qを直接測定し、Qからケーブ
ルの歪みsを求め、sからケーブルの張力を求める方法
に関するものである。
Means for solving the problems of the present invention will be described with reference to FIG. In the present invention,
A gauge wire whose cross-sectional area is very small compared to the cross-sectional area of the cable is placed along the cable for measuring tension, and tension does not act, and the length of the gauge wire is used as a reference for the cable under tension. The amount of change in length (difference between the length of the cable in the state where no tension is applied and the length of the cable in the state where tension is applied) is obtained, and the tension of the cable is measured. The principle of the cable tension measuring method using the gauge wire of the present invention will be described below.
For balanced cables, according to Hooke's law,
The relationship between cable tension and cable strain is T = E × F ×
denoted by s. Here, T is the tension of the cable, F is the cross-sectional area of the cable, E is the elastic modulus of the cable, and s is the strain of the cable. If the amount of change in the cable length is Q and the cable length in the stress-free state is L, s =
It is represented by Q / L. If the cable length when the cable tension T is acting is set as R, the change amount of the cable length is Q.
= RL can be obtained. Therefore, the cable tension T
If the cable strain or the amount of change in the cable length can be measured, the cross-sectional area A and the elastic modulus E are constant for each cable, and therefore T = E × F × s. The present invention is based on the length of the gauge wire,
The present invention relates to a method of directly measuring the change amount Q of the cable length, obtaining the cable strain s from Q, and obtaining the cable tension from s.

【0005】[0005]

【作用】本発明のゲージワイヤーを用いたケーブル張力
測定の具体的方法を「図2」、「図3」にて説明する。
「図2」はケーブルに応力が生じない無応力時のケーブ
ルとゲージワイヤーの関係を示したものである。無応力
時のゲージワイヤーの長さをG,無応力時のケーブルの
長さをLとし、ゲージワイヤーをケーブルの中間に沿わ
せる。ケーブルの定着点をそれぞれA,Dとし、ゲージ
ワイヤーの端点をそれぞれa,bとする。ケーブル側に
ゲージワイヤーの端点a,bに相当する中間点B,Cを
設置する。ここに、ケーブルの中間点B,C間の無応力
長はGとなる。次に、ゲージワイヤーの端点bとケーブ
ルの中間点Cの移動を拘束し、ゲージワイヤーとケーブ
ル間には摩擦力は作用しないと考えると、張力Tが作用
する応力状態でのケーブルとゲージワイヤーの関係は
「図3」で示すことが出来る。ここに、Rは張力Tが作
用している時のケーブルの長さで、Hは張力Tが作用し
ている時のケーブルの中間点B,C間のケーブルの長さ
である。ここで、ケーブルの中間点B,C間のケーブル
の長さの変化量をZと置けば、ゲージワイヤーには張力
は作用しないからZはZ=H−Gを満たす。ケーブルの
中間点B〜C間のケーブルの歪みをgと置くと、ケーブ
ル歪みはg=Z/Gで表される。ここで、ケーブル全体
の歪みsはケーブル全長にわたって一定と考えられるか
らs=gとすることが出来る。よって、ケーブルの張力
Tは、s=gとおいて、T=E×F×sから求める事が
出来る。また、Zはケーブル中間点Bとゲージワイヤー
端点aの長さとして測定できるため、ケーブルの中間点
間の長さHを計測する必要はない。
The concrete method of measuring the cable tension using the gauge wire of the present invention will be described with reference to FIGS. 2 and 3.
FIG. 2 shows the relationship between the cable and the gauge wire when no stress is generated in the cable and when there is no stress. Let G be the length of the gauge wire when there is no stress and L be the length of the cable that has no stress, and let the gauge wire run along the middle of the cable. The fixing points of the cable are A and D, and the end points of the gauge wire are a and b, respectively. Intermediate points B and C corresponding to the end points a and b of the gauge wire are installed on the cable side. Here, the stress-free length between the intermediate points B and C of the cable is G. Next, when the movement of the end point b of the gauge wire and the intermediate point C of the cable is restrained, and it is considered that the frictional force does not act between the gauge wire and the cable, the tension of the cable and the gauge wire in the stress state acts on the gauge wire. The relationship can be shown in "Figure 3". Here, R is the length of the cable when the tension T is acting, and H is the length of the cable between the intermediate points B and C of the cable when the tension T is acting. If the amount of change in the length of the cable between the intermediate points B and C of the cable is set as Z, Z does not act on the gauge wire, and Z satisfies Z = HG. If the strain of the cable between the intermediate points B to C of the cable is set as g, the strain of the cable is expressed by g = Z / G. Here, since the strain s of the entire cable is considered to be constant over the entire length of the cable, s = g can be set. Therefore, the cable tension T can be obtained from T = E × F × s, where s = g. Since Z can be measured as the length between the cable intermediate point B and the gauge wire end point a, it is not necessary to measure the length H between the intermediate points of the cable.

【0006】[0006]

【実施例】省略[Example] Omission

【0007】[0007]

【発明の効果】【The invention's effect】

1) 本発明の方法は図1のゲージワイヤーの端点aと
ケーブル中間点Bの長さZを測定することにより、ケー
ブルの張力Tを求めることが出来る。Zの測定は「図
1」に示すゲージワイヤーの端点aに設けた目盛りテー
プ等で簡単に読み取ることが出来る。 2) 本発明の方法はゲージワイヤーをケーブル全長に
取り付ける必要はなく、ケーブルの中間の一部に取り付
けることによりケーブルの張力を求めることが出来る。
よって、ゲージワイヤーの長さはケーブルの長さより短
くすることが出来るため測定装置の設置費用は少なくて
済む。 3) 本発明の方法はゲージワイヤーをケーブルの中間
に設置するが、取り付け位置は任意に設定出来る。よっ
て、「図1」に示すゲージワイヤーの端点aをケーブル
の測定しやすい箇所に設けることが出来るため、測定作
業を容易に行うことが出来る。
1) The method of the present invention can obtain the tension T of the cable by measuring the length Z of the end point a of the gauge wire and the intermediate point B of the cable in FIG. The Z measurement can be easily read with a scale tape or the like provided at the end point a of the gauge wire shown in FIG. 2) In the method of the present invention, it is not necessary to attach the gauge wire to the entire length of the cable, and the tension of the cable can be obtained by attaching the gauge wire to the middle part of the cable.
Therefore, the length of the gauge wire can be made shorter than the length of the cable, so that the installation cost of the measuring device can be reduced. 3) In the method of the present invention, the gauge wire is installed in the middle of the cable, but the mounting position can be set arbitrarily. Therefore, since the end point a of the gauge wire shown in FIG. 1 can be provided at a position where the cable can be easily measured, the measurement work can be easily performed.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明のゲージワイヤーによるケーブル張力測
定装置の全体構成を示す図である。
FIG. 1 is a diagram showing an overall configuration of a cable tension measuring device using a gauge wire of the present invention.

【図2】ケーブルに張力が発生しない無応力状態でのケ
ーブルとゲージワイヤーの関係を示す図である。
FIG. 2 is a diagram showing a relationship between a cable and a gauge wire in a stress-free state in which no tension is generated in the cable.

【図3】ケーブルに張力が発生する応力状態でのケーブ
ルとゲージワイヤーの関係を示す図である。
FIG. 3 is a diagram showing a relationship between a cable and a gauge wire in a stress state where tension is generated in the cable.

【符号の説明】[Explanation of symbols]

A:ケーブルの定着点 B:ケーブルの中間点 C:ケーブルの中間点 D:ケーブルの定着点 a:ゲージワイヤーの端点 b:ゲージワイヤーの端点 T:ケーブルに作用する張力 L:無応力状態でのケーブルの定着点AD間の長さ G:無応力状態でのケーブルの中間点BC間の長さとゲ
ージワイヤーの長さ R:応力状態でのケーブルの定着点AD間の長さ H:応力状態でのケーブルの中間点BC間の長さ Z:応力状態でのケーブルの中間点BC間の伸び :ケーブル :ゲージワイヤー :目盛り
A: Cable fixing point B: Cable middle point C: Cable middle point D: Cable fixing point a: Gauge wire end point b: Gauge wire end point T: Tension acting on cable L: In stress-free state Length between anchor points AD of cable G: Length between intermediate points BC of cable in non-stress state and length of gauge wire R: Length between anchor points AD of cable in stress state H: In stress state Between the intermediate points BC of the cable of Z: Elongation between the intermediate points BC of the cable under stress: Cable: Gauge wire: Scale

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】単独または複数のゲージワイヤーをケーブ
ルの全長または一部に沿わせて取付け、ゲージワイヤー
の長さを基準として,ケーブルの長さの変化量を測定
し、ケーブルの張力を求めることを特徴とするケーブル
の張力を測定する方法。
1. A single or a plurality of gauge wires is attached along the entire length or a part of the cable, the amount of change in the cable length is measured with reference to the length of the gauge wire, and the cable tension is determined. A method for measuring the tension of a cable characterized by.
JP14842294A 1994-05-17 1994-05-17 Cable tensile force measuring method with gauge wire Pending JPH07311104A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14842294A JPH07311104A (en) 1994-05-17 1994-05-17 Cable tensile force measuring method with gauge wire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14842294A JPH07311104A (en) 1994-05-17 1994-05-17 Cable tensile force measuring method with gauge wire

Publications (1)

Publication Number Publication Date
JPH07311104A true JPH07311104A (en) 1995-11-28

Family

ID=15452447

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14842294A Pending JPH07311104A (en) 1994-05-17 1994-05-17 Cable tensile force measuring method with gauge wire

Country Status (1)

Country Link
JP (1) JPH07311104A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010275837A (en) * 2009-06-01 2010-12-09 Shinko Wire Co Ltd Reinforcement method for girder, and reinforcement cable for outer cable
JP2020034387A (en) * 2018-08-29 2020-03-05 オーチス エレベータ カンパニーOtis Elevator Company Elevator rope elongation measuring device and elevator rope elongation measuring method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010275837A (en) * 2009-06-01 2010-12-09 Shinko Wire Co Ltd Reinforcement method for girder, and reinforcement cable for outer cable
JP2020034387A (en) * 2018-08-29 2020-03-05 オーチス エレベータ カンパニーOtis Elevator Company Elevator rope elongation measuring device and elevator rope elongation measuring method

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