JP3105039B2 - Roadside collapse detection device - Google Patents
Roadside collapse detection deviceInfo
- Publication number
- JP3105039B2 JP3105039B2 JP03264227A JP26422791A JP3105039B2 JP 3105039 B2 JP3105039 B2 JP 3105039B2 JP 03264227 A JP03264227 A JP 03264227A JP 26422791 A JP26422791 A JP 26422791A JP 3105039 B2 JP3105039 B2 JP 3105039B2
- Authority
- JP
- Japan
- Prior art keywords
- wire
- shoulder
- tension
- collapse
- monitored
- 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
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- Force Measurement Appropriate To Specific Purposes (AREA)
- Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は例えば軌道が敷設され
た盛上部分の肩或は道路の路肩が崩壊した状態を検知す
ること及びその崩壊の規模を知ることができる路肩崩壊
検知装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road shoulder collapse detecting device capable of detecting a state in which a shoulder of a raised portion on which a track is laid or a road shoulder of a road has collapsed and of knowing the magnitude of the collapse.
【0002】[0002]
【従来の技術】鉄道の盛上部分或は山腹を切り崩して構
築した片切取り片盛上部分等の道床の肩、或は道路の路
肩(以下これらを総称して路肩と称する)が大雨によっ
て崩壊する事故が起きることがある。このような事故を
見付けるには従来は監視員が定期的に巡回し、人為的に
発見する方法が採られている。2. Description of the Related Art A shoulder of a roadbed or a shoulder of a road (hereinafter referred to as a shoulder) is collapsed by heavy rain. Accidents may occur. Conventionally, to detect such an accident, a method has been adopted in which an observer patrols periodically to detect the accident artificially.
【0003】[0003]
【発明が解決しようとする課題】従来は人為的に路肩の
崩壊事故を知る方法を採っているから、大雨の後に各危
険区間を巡回し、安全を確認するまでに時間が掛る欠点
がある。この発明の目的は路肩の崩壊を自動的に検出
し、遠隔地に知らせることができる路肩崩壊検知装置を
提供しようとするものである。Conventionally, a method of artificially knowing a roadside collapse accident has been adopted. Therefore, there is a disadvantage that it takes a long time to visit each dangerous section after heavy rain and to confirm safety. SUMMARY OF THE INVENTION It is an object of the present invention to provide a road shoulder collapse detecting device capable of automatically detecting a collapse of a road shoulder and notifying a remote place.
【0004】[0004]
【課題を解決するための手段】この出願の第1発明で
は、監視すべき区間にワイヤを敷設する。ワイヤの一端
を監視すべき路肩に固定し、他端を張力検知器を介して
監視すべき路肩に固定する。ワイヤには等間隔に重りを
係合させ、平素は重りの荷重は監視すべき路肩に掛けら
れて路肩崩壊検知装置を構成する。In the first invention of this application, a wire is laid in a section to be monitored. One end of the wire is fixed to the shoulder to be monitored, and the other end is fixed to the shoulder to be monitored via a tension detector. Weights are engaged with the wires at regular intervals, and the weight of the weight is applied to the shoulder to be monitored to constitute a shoulder collapse detection device.
【0005】この出願の第2発明ではワイヤの一端を監
視すべき路肩に固定し、他端を巻取ドラムに巻取らせ
る。巻取ドラムにはワイヤ繰出量検知器を付設する。ま
たワイヤには等間隔に重りを係合させる。平素は重りの
荷重は監視すべき路肩に掛けられて路肩崩壊検知装置を
構成する。In the second invention of this application, one end of a wire is fixed to a road shoulder to be monitored, and the other end is wound around a winding drum. The winding drum is provided with a wire feeding amount detector. Weights are engaged with the wire at equal intervals. Normally, the weight load is applied to the road shoulder to be monitored to constitute a road shoulder collapse detection device.
【0006】[0006]
【作用】この発明の構成によれば、監視中の路肩が崩壊
すると、重りの荷重はワイヤに掛り、ワイヤに張力が与
えられる。ワイヤには等間隔に重りが係合して設けられ
ているから、路肩の崩壊規模が大きければワイヤに吊り
下がる重りの数が多くなる。この結果崩壊規模の大小に
よって張力検知器に掛る張力が変化することになる。According to the structure of the present invention, when the road shoulder under monitoring collapses, a weight load is applied to the wire and tension is applied to the wire. Since the weights are provided at regular intervals on the wire, if the scale of collapse of the road shoulder is large, the number of weights hanging on the wire increases. As a result, the tension applied to the tension detector changes depending on the magnitude of the collapse scale.
【0007】この出願の第2発明によれば、監視中の路
肩が崩壊すると、重りの荷重はワイヤに掛り、ワイヤに
張力が与えられる。巻取ドラムの取込力を重りの荷重に
よって発生する張力より小さい値に設定しておくことに
より、巻取ドラムからワイヤが繰出される。ワイヤの繰
出量はワイヤ繰出量検知器によって検出され、路肩の崩
壊を知らせることができる。崩壊の規模が拡大するとワ
イヤに吊り下がる重りの数及び重りの流下量が増大す
る。この結果ワイヤの繰出量に応じて崩壊規模を知るこ
とができる。According to the second invention of this application, when the road shoulder under monitoring collapses, a weight load is applied to the wire, and tension is applied to the wire. By setting the take-up force of the winding drum to a value smaller than the tension generated by the weight load, the wire is fed from the winding drum. The wire feed amount is detected by the wire feed amount detector, and can indicate the collapse of the road shoulder. As the size of the collapse increases, the number of weights hanging on the wire and the amount of the weights flowing down increase. As a result, the scale of collapse can be known according to the amount of wire drawn out.
【0008】従ってこの発明によれば張力検知器又はワ
イヤ繰出量検知器の検知信号に応じて路肩の崩壊発生は
勿論のこと、崩壊規模も知ることができる。Therefore, according to the present invention, not only the occurrence of the collapse of the road shoulder but also the magnitude of the collapse can be known in accordance with the detection signal of the tension detector or the wire feeding amount detector.
【0009】[0009]
【実施例】図1乃至図4にこの出願の第1発明の実施例
を示す。図中10は崩壊の発生を監視する路肩を示す。
この出願の第1発明ではこの路肩10に沿ってワイヤ1
1を敷設する。ワイヤ11の一端11Aは監視すべき路
肩10に固定し、他端11Bは張力検知器12を介して
路肩10に固定する。この実施例ではワイヤ11を土中
に埋設した場合を示しているが、地表上に露出して敷設
してもよい。1 to 4 show an embodiment of the first invention of this application. In the figure, reference numeral 10 denotes a road shoulder for monitoring the occurrence of collapse.
In the first invention of this application, the wire 1
Lay 1 One end 11A of the wire 11 is fixed to the road shoulder 10 to be monitored, and the other end 11B is fixed to the road shoulder 10 via the tension detector 12. In this embodiment, the case where the wire 11 is buried in the soil is shown, but the wire 11 may be exposed and laid on the ground surface.
【0010】ワイヤ11には例えば1メートル程度の間
隔で重り13を係合させる。つまり重り13は図3に示
すように例えば角平板状のコンクリートブロックによっ
て構成することができる。コンクリートブロックの中央
に孔13Aを形成し、この孔13Aにワイヤ11を貫通
させ、重り13もワイヤ11と共に土中に埋設する。ワ
イヤ11は例えば図3に示すように芯線11Cと、被覆
11Dとによって構成する。芯線11Cとしては表面に
油が塗られて摩擦抵抗が小さくなるように作られたアン
ボンドケーブルを用いることができる。被覆11Dは比
較的肉の厚いフレキシブルパイプを用いる。フレキシブ
ルパイプの肉厚は土中に埋設した状態で土の重みで中空
部分の形状が大きく変形しない程度の厚みに選定する。
このように構成することにより、芯線11Cは土中に埋
設されているにもかかわらず、敷設方向に対して自由に
移動できる状態に維持される。A weight 13 is engaged with the wire 11 at intervals of, for example, about one meter. That is, as shown in FIG. 3, the weight 13 can be made of, for example, a rectangular flat concrete block. A hole 13A is formed in the center of the concrete block, the wire 11 is made to penetrate the hole 13A, and the weight 13 is buried in the soil together with the wire 11. The wire 11 is constituted by a core wire 11C and a coating 11D, for example, as shown in FIG. As the core wire 11C, an unbonded cable made so that the surface is coated with oil to reduce frictional resistance can be used. The coating 11D uses a relatively thick flexible pipe. The thickness of the flexible pipe is selected so that the shape of the hollow portion is not greatly deformed by the weight of the soil when the flexible pipe is buried in the soil.
With such a configuration, the core wire 11C is maintained in a state in which it can freely move in the laying direction despite being buried in the soil.
【0011】張力検知器12は現存する各種の張力検知
器を利用することができるが、この例では例えば図4に
示すように油圧シリンダ12Aと、この油圧シリンダ1
2A内の油の圧力を電気信号に変換する圧力センサ12
Bと、スプリングバネ12Cとによって構成した場合を
示す。スプリングバネ12Cはワイヤ11に初期張力を
与えるために設けられ、初期張力によってワイヤ11の
緩みを除去する。12Dは締結具を示す。この締結具1
2DのナットN1 を回動調整することによりワイヤ11
に対する初期張力を調整することができる。またナット
N2 を回動調整することにより油圧シリンダ12A内の
油圧の初期値を任意の値に設定することができる。As the tension detector 12, various existing tension detectors can be used. In this embodiment, for example, as shown in FIG.
Pressure sensor 12 that converts the pressure of oil in 2A into an electric signal
B and a case constituted by a spring 12C. The spring 12C is provided to apply an initial tension to the wire 11, and removes the slack of the wire 11 by the initial tension. 12D shows a fastener. This fastener 1
By rotating and adjusting the 2D nut N 1 , the wire 11 is adjusted.
Can be adjusted. Also it is possible to set the hydraulic pressure initial value of the hydraulic cylinder 12A to an arbitrary value by the nut N 2 rotates adjustment.
【0012】以上説明した構成によれば、豪雨等により
路肩10が崩壊を始めると、その崩壊位置近傍の重り1
3が図2に示すように中吊りの状態となる。この結果ワ
イヤ11に張力が発生し、この張力が張力検知器12に
与えられ、圧力センサ12Bから出力される圧力検出値
が上昇し、路肩10の崩壊を電気信号により遠隔地に知
らせることができる。崩壊が進み、崩壊規模が拡大する
に伴なって中吊りの状態になる重りの数が漸次増加す
る。中吊の状態にある重り13の数に従ってワイヤ11
に掛る張力は増加するから、圧力センサ12Bの電気信
号により遠隔地に居ながら崩壊の規模を知ることができ
る。According to the above-described configuration, when the road shoulder 10 starts to collapse due to heavy rain or the like, the weight 1 near the collapse position.
3 is in a suspended state as shown in FIG. As a result, tension is generated in the wire 11, and the tension is applied to the tension detector 12, the detected pressure value output from the pressure sensor 12B increases, and the collapse of the road shoulder 10 can be notified to a remote place by an electric signal. . As the collapse progresses and the collapse scale increases, the number of weights suspended in the middle gradually increases. Wire 11 according to the number of weights 13 suspended
, The magnitude of the collapse can be known from the electric signal of the pressure sensor 12B while staying in a remote place.
【0013】図5はこの出願で提案する第2発明の実施
例を示す。この出願の第2発明ではワイヤ11の一端1
1Aを路肩10に固定すると共に、他端側にワイヤ11
を巻取る巻取ドラム14と、この巻取ドラム14から繰
出されるワイヤ11の量を計測するワイヤ繰出量検知器
15とを設けて路肩崩壊検知装置を構成したものであ
る。FIG. 5 shows an embodiment of the second invention proposed in this application. In the second invention of this application, one end 1 of the wire 11
1A is fixed to the shoulder 10 and a wire 11 is attached to the other end.
And a wire feeding amount detector 15 for measuring the amount of the wire 11 fed from the winding drum 14 to constitute a road shoulder collapse detection device.
【0014】この第2発明の構成によれば、巻取ドラム
14はワイヤ11に対して自己が保持している巻取力に
よって適当な初期張力を与えているが、この巻取力は重
り13の重量によって発生する張力より小さい値に設定
する。このように巻取ドラム14の巻取力を設定するこ
とにより、路肩10が崩壊し、土砂が流下すると、重り
13はその重量により土砂と共に流下しワイヤ11を巻
取ドラム14から繰出させる。巻取ドラム14から繰出
されるワイヤ11の量をワイヤ繰出量検知器15により
計測し、電気信号に変換することにより、遠隔地に路肩
の発生を知らせることができる。According to the structure of the second aspect of the invention, the winding drum 14 applies an appropriate initial tension to the wire 11 by the winding force held by the winding drum 14, but the winding force is reduced by the weight 13. Set to a value smaller than the tension generated by the weight of By setting the winding force of the winding drum 14 in this way, when the road shoulder 10 collapses and the earth and sand flows down, the weight 13 flows down together with the earth and sand by its weight, and the wire 11 is drawn out from the winding drum 14. The amount of the wire 11 fed from the winding drum 14 is measured by the wire feeding amount detector 15 and converted into an electric signal, so that the occurrence of a road shoulder can be notified to a remote place.
【0015】崩壊の規模が拡大するに伴なって重り13
の流下量も大きくなり、また流下する重り13の数も増
加するので巻取ドラム14から繰出されるワイヤ11の
量も増加する。よって巻取ドラム14から繰出されるワ
イヤ11の量(長さ)を電気信号に変換し遠隔地に伝送
することにより、遠隔地に居ながら、路肩10の崩壊の
開始から、崩壊の規模が拡大していく様子を知ることが
できる。As the scale of collapse increases, weight 13
And the number of the weights 13 flowing down also increases, so that the amount of the wire 11 fed from the winding drum 14 also increases. Therefore, by converting the amount (length) of the wire 11 fed from the winding drum 14 into an electric signal and transmitting the electric signal to a remote place, the scale of the collapse increases from the start of the collapse of the road shoulder 10 while staying in a remote place. You can see how they are doing.
【0016】ワイヤ繰出量検知器15は例えば巻取ドラ
ム14の回転軸を減速歯車輪列を介して例えば巻取ドラ
ム14の回転を1/10に減速してポテンショメータに
伝達し、ワイヤ11の繰出量に対応させてポテンショメ
ータを操作し、ポテンショメータからワイヤ11の繰出
量に対応した電気信号を発信させるように構成すること
ができる。The wire feed amount detector 15 reduces the rotation of the winding drum 14 to 1/10, for example, the rotation axis of the winding drum 14 via a reduction gear train, and transmits the rotation to the potentiometer. The potentiometer can be operated in accordance with the amount, and an electric signal corresponding to the amount of wire 11 drawn out can be transmitted from the potentiometer.
【0017】図6はこの出願の第1発明で用いる張力検
知器の変形実施例を示す。この図6の例では張力検知器
12をワイヤ11の張力に応じて圧縮変形するスプリン
グバネ12Cと、このスプリングバネ12Cの圧縮変形
量を電気信号に変換する変位検出器12Eとによって構
成した場合を示す。変位検出器12Eはこの例ではポテ
ンショメータを用いた場合を示す。つまり変位検出器1
2Eを構成するポテンショメータの回転軸を歯車輪例を
介してプーリ12Fに連結する。プーリ12Fにはワイ
ヤ12Gが巻込まれており、ワイヤ12Gを繰出してそ
の端部をワイヤ11の端部に連結する。プーリ12Fに
は例えばコレストンバネ12Hを連結し、プーリ12F
にポテンショメータを初期値に戻すための巻込力を与え
る。FIG. 6 shows a modified embodiment of the tension detector used in the first invention of this application. In the example of FIG. 6, the tension detector 12 includes a spring 12C that compresses and deforms according to the tension of the wire 11, and a displacement detector 12E that converts the amount of compressive deformation of the spring 12C into an electric signal. Show. In this example, the displacement detector 12E uses a potentiometer. That is, the displacement detector 1
The rotary shaft of the potentiometer constituting 2E is connected to the pulley 12F via an example of a gear wheel. A wire 12G is wound around the pulley 12F, and the wire 12G is fed out and its end is connected to the end of the wire 11. For example, a cholester spring 12H is connected to the pulley 12F.
To provide a winding force for returning the potentiometer to its initial value.
【0018】この構成においてワイヤ11に重り13の
荷重が掛ることにより、ワイヤ11に張力が発生する。
この張力によりスプリングバネ12Cが圧縮変形する。
この圧縮変形による変位が変位検知器12Eに伝達さ
れ、変位検出器12Eからスプリングバネ12Cの圧縮
変形量に対応した電気信号が発信される。In this configuration, when a load of the weight 13 is applied to the wire 11, tension is generated in the wire 11.
This tension causes the spring spring 12C to be compressed and deformed.
The displacement due to this compression deformation is transmitted to the displacement detector 12E, and an electric signal corresponding to the amount of compression deformation of the spring 12C is transmitted from the displacement detector 12E.
【0019】[0019]
【発明の効果】以上説明したように、この発明によれば
路肩10の崩壊発生及び崩壊の規模を自動的に検出し、
遠隔地に電気信号により知らせることができる。またこ
の発明によれば監視しようとする路肩10にワイヤ11
を敷設し、ワイヤ11の敷設範囲全体を監視範囲にする
ことができるから、ワイヤ11を例えば50メートル程
度の長さに選定し、この50メートルのワイヤ11と張
力検知器12又はワイヤ繰出量検知器15とによって構
成される路肩崩壊検知装置を順次連設することにより、
比較的長距離の区間を監視範囲とすることができる。よ
って危険区間の全域を監視するシステムを容易に構築す
ることができる特徴を有し、その効果は実用に供して頗
る大である。As described above, according to the present invention, the occurrence and scale of collapse of the road shoulder 10 are automatically detected,
A remote location can be notified by an electric signal. According to the present invention, a wire 11 is attached to the shoulder 10 to be monitored.
Can be laid, and the entire laying range of the wire 11 can be set as a monitoring range. Therefore, the wire 11 is selected to have a length of, for example, about 50 meters, and the wire 11 of 50 meters and the tension detector 12 or the wire feeding amount detection By sequentially connecting the roadside collapse detection device constituted by the device 15
A relatively long section can be set as the monitoring range. Therefore, it has a feature that a system for monitoring the entire area of a dangerous section can be easily constructed, and its effect is extremely large for practical use.
【図1】この出願の第1発明の実施例を示す断面図。FIG. 1 is a sectional view showing an embodiment of the first invention of this application.
【図2】図1に示した実施例の動作状況を説明するため
の断面図。FIG. 2 is a sectional view for explaining an operation state of the embodiment shown in FIG. 1;
【図3】図1に示したA−A線上の断面図。FIG. 3 is a sectional view taken along the line AA shown in FIG. 1;
【図4】図1に示した実施例に用いた張力検知器の構造
の一例を示す断面図。FIG. 4 is a sectional view showing an example of the structure of the tension detector used in the embodiment shown in FIG.
【図5】この出願の第2発明の実施例を示す断面図。FIG. 5 is a sectional view showing an embodiment of the second invention of this application.
【図6】この出願の第1発明に用いる張力検知器の変形
実施例を示す平面図。FIG. 6 is a plan view showing a modified example of the tension detector used in the first invention of this application.
10 路肩 11 ワイヤ 12 張力検知器 13 重り 14 巻取ドラム 15 ワイヤ繰出量検知器 DESCRIPTION OF SYMBOLS 10 Road shoulder 11 Wire 12 Tension detector 13 Weight 14 Winding drum 15 Wire feeding amount detector
───────────────────────────────────────────────────── フロントページの続き (72)発明者 斉藤 宗勝 仙台市青葉区五橋一丁目1−1 東日本 旅客鉄道株式会社内 (72)発明者 金子 慶尚 東京都杉並区善福寺1−24−2 (56)参考文献 特開 平4−80618(JP,A) 特開 平4−52515(JP,A) 特開 昭63−277928(JP,A) 特開 昭59−206522(JP,A) 特開 昭61−242214(JP,A) 特公 昭37−7447(JP,B1) (58)調査した分野(Int.Cl.7,DB名) G01L 5/00 G01D 21/00 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Munekatsu Saito 1-1-1, Gobashi, Aoba-ku, Sendai-shi East Japan Railway Company (72) Inventor Yoshihisa Kaneko 1-2-2, Zofukuji, Suginami-ku, Tokyo 56) References JP-A-4-80618 (JP, A) JP-A-4-52515 (JP, A) JP-A-62-277928 (JP, A) JP-A-59-206522 (JP, A) Sho 61-242214 (JP, A) Japanese Patent Publication Sho 37-7447 (JP, B1) (58) Fields investigated (Int. Cl. 7 , DB name) G01L 5/00 G01D 21/00
Claims (4)
他端が張力検知器に接続され、監視すべき路肩に沿って
敷設されたワイヤと、 B.このワイヤに係合し、上記ワイヤに対してほぼ等間
隔に配置され、平素は監視すべき路肩に荷重が掛けられ
た複数の重りと、によって構成した路肩崩壊検知装置。1. A. First Embodiment One end is fixed on the shoulder to be monitored,
B. a wire connected at the other end to the tension detector and laid along the shoulder to be monitored; A road shoulder collapse detection device comprising a plurality of weights engaged with the wire, arranged at substantially equal intervals with respect to the wire, and the weight of which is applied to the road shoulder to be monitored.
他端が巻取ドラムに巻込まれたワイヤと、 B.このワイヤに係合し、上記ワイヤに対してほぼ等間
隔に配置され、平素は監視すべき路肩に荷重が掛けられ
た複数の重りと、 C.上記巻取ドラムから上記ワイヤが繰出された量を計
測するワイヤ繰出量検知器と、によって構成した路肩崩
壊検知装置。2. A. One end is fixed on the shoulder to be monitored,
B. a wire wound on the winding drum at the other end; B. a plurality of weights engaged with said wire, substantially equidistant from said wire, and having a weight loaded on the shoulder to be monitored; A road shoulder collapse detection device, comprising: a wire feeding amount detector that measures an amount of the wire fed from the winding drum.
与えられ、シリンダ内の油圧を油圧センサによって電気
信号に変換する構造の張力検知器を用いて構成した請求
項1記載の路肩崩壊検知装置。3. The road shoulder collapse detecting device according to claim 1, wherein a tension applied to one end of the wire is applied to the movable rod, and a tension detector having a structure in which a hydraulic pressure in the cylinder is converted into an electric signal by a hydraulic pressure sensor is used. .
え、圧縮バネの圧縮変形量を変位検出器によって計測
し、ワイヤに掛る張力を計測する構造の張力検知器を用
いて構成した請求項1記載の路肩崩壊検知装置。4. A tension sensor having a structure in which a tension applied to one end of a wire is applied to a compression spring, a compression deformation amount of the compression spring is measured by a displacement detector, and a tension applied to the wire is measured. 2. The roadside collapse detection device according to 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP03264227A JP3105039B2 (en) | 1991-10-14 | 1991-10-14 | Roadside collapse detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP03264227A JP3105039B2 (en) | 1991-10-14 | 1991-10-14 | Roadside collapse detection device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0599761A JPH0599761A (en) | 1993-04-23 |
| JP3105039B2 true JP3105039B2 (en) | 2000-10-30 |
Family
ID=17400265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP03264227A Expired - Lifetime JP3105039B2 (en) | 1991-10-14 | 1991-10-14 | Roadside collapse detection device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3105039B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US12498767B2 (en) | 2021-05-21 | 2025-12-16 | Lg Electronics Inc. | Portable electronic device comprising hinge module |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101968531B1 (en) * | 2018-11-23 | 2019-04-29 | (주)양지 | Apparatus for measuring bridge deflection and system having the same |
| CN117073601B (en) * | 2023-10-17 | 2024-02-09 | 福建省冶金工业设计院有限公司 | Mountain slope displacement detection device and detection method |
-
1991
- 1991-10-14 JP JP03264227A patent/JP3105039B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US12498767B2 (en) | 2021-05-21 | 2025-12-16 | Lg Electronics Inc. | Portable electronic device comprising hinge module |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0599761A (en) | 1993-04-23 |
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