JPH0526489Y2 - - Google Patents
Info
- Publication number
- JPH0526489Y2 JPH0526489Y2 JP2481091U JP2481091U JPH0526489Y2 JP H0526489 Y2 JPH0526489 Y2 JP H0526489Y2 JP 2481091 U JP2481091 U JP 2481091U JP 2481091 U JP2481091 U JP 2481091U JP H0526489 Y2 JPH0526489 Y2 JP H0526489Y2
- Authority
- JP
- Japan
- Prior art keywords
- shield machine
- planned course
- light
- wave
- elastic
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 238000005259 measurement Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000001902 propagating effect Effects 0.000 description 1
- 239000000523 sample Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Measurement Of Velocity Or Position Using Acoustic Or Ultrasonic Waves (AREA)
Description
【0001】[0001]
【産業上の利用分野】 この考案は水底下、特に
海底下の地中にシールド機によつてトンネルを掘
削する際のシールド機の位置測定装置に関する。[Field of Industrial Application] This invention relates to a position measuring device for a shield machine when a tunnel is excavated by the shield machine underground, particularly under the seabed.
【0002】[0002]
【従来の技術】 従来シールド機によつてトンネ
ルを掘削する場合、掘進に伴つてシールド機が予
定進路からはずれていないかどうかをチエツクす
るために、常時シールド機の位置の測定をしてい
る。そしてこのようなシールド機の位置測定は、
陸地、水底いずれの地盤の掘削であつても、坑内
測量によつて行つている。2. Description of the Related Art Conventionally, when a tunnel is excavated by a shield machine, the position of the shield machine is constantly measured to check whether the shield machine deviates from the planned course as it excavates. The position measurement of such a shield machine is
Excavation, whether on land or under water, is carried out by underground surveying.
【0003】【0003】
【考案が解決しようとする課題】 ところでこの
ような坑内測量は、シールド機が所定距離だけ掘
進するごとに実施されているが、測定誤差が発生
するのを防止することができず、しかもその誤差
が正又は負の同一方向に重畳されると増大してシ
ールド機の位置の正確な把握が困難であるという
問題がある。
そこでこのような問題を解消するために、陸地に
トンネルを掘削する場合には、シールド機が所定
距離だけ掘進するごとに、坑内測量の外に地上か
らチエツクボーリングを実施することを行つてい
るが、水底下にトンネルを掘削する場合には、こ
のような作業を行うことがきわめて困難であるの
に加えて作業効率が悪く、前記のような問題を解
消することができない。[Problem to be solved by the invention] By the way, such underground surveys are carried out every time the shield machine digs a predetermined distance, but it is not possible to prevent measurement errors from occurring, and furthermore, the errors There is a problem in that when the numbers are superimposed in the same positive or negative direction, it increases and it is difficult to accurately grasp the position of the shield machine. To solve this problem, when excavating a tunnel on land, check boring is carried out from the ground in addition to the underground survey every time the shield machine digs a predetermined distance. When excavating a tunnel under the water, it is not only extremely difficult to carry out such work, but also the work efficiency is poor, and the above-mentioned problems cannot be solved.
【0004】 この考案の目的は前記のような従来の
位置測定における問題を解消し、シールド機によ
つて水底下にトンネルを掘削する場合に、シール
ド機の位置測定を正確に、かつ効率よく行うこと
のできる位置測定装置を提供するにある。[0004] The purpose of this invention is to solve the problems in conventional position measurement as described above, and to accurately and efficiently measure the position of the shield machine when excavating a tunnel under the water using the shield machine. The purpose of the present invention is to provide a position measuring device capable of
【0005】[0005]
【課題を解決するための手段】 この考案は前記
のような目的を達成するために、シールド機の予
定進路に沿つて水上を航行する船舶に設けられた
光反射板、及び水底下の地盤内を掘進するシール
ド機に向けて弾性波を出力するとともにその反射
弾性波を入力する送受波器と、陸上の前記予定進
路線上に位置する基準点、及び予定進路線外に位
置し前記光反射板に向けて光波を照射するとも
に、その反射光波を受光する測距測角器と、前記
弾性波の伝播時間又はレベル減衰率を演算記録す
る演算記録装置とを具えていることを特徴とする
ものである。
またシールド機の予定進路に沿つて水上を航行す
る船舶に設けられた光反射板、及び水底下の地盤
内を掘進するシールド機に向けて弾性波を出力す
る送波器と、シールド機に設けられた前記弾性波
の受波器と、陸上の前記予定進路線上に位置する
基準点、及び予定進路線外に位置し前記光反射板
に向けて光波を照射するとともに、その反射光波
を受光する測距測角器と、前記弾性波の伝播時間
又はレベル減衰率を演算記録する演算記録装置と
を具えていることを特徴とするものである。
また水底下の地盤内を掘進するシールド機に設け
られ弾性波を出力する送波器と、シールド機の予
定進路に沿つて水上を航行する船舶に設けられた
光反射板、及びシールド機から出力された前記弾
性波を入力する受波器と、陸上の前記予定進路線
上に位置する基準点、及び予定進路線外に位置し
前記光反射板に向けて光波を照射するとともに、
その反射光波を受光する測距測角器と、前記弾性
波の伝播時間又はレベル減衰率を演算記録する演
算記録装置とを具えていることを特徴とするもの
である。
さらにシールド機の予定進路に沿つて水上を航行
する船舶に設けられた光反射板と、水底下の地盤
内を掘進するシールド機から前記船舶に向けて弾
性波を出力するとともにその反射弾性波を入力す
る送受波器と、陸上の前記予定進路線上に位置す
る基準点、及び予定進路線外に位置し前記光反射
板に向けて光波を照射するとともに、その反射光
波を受光する測距測角器と、前記弾性波の伝播時
間又はレベル減衰率を演算記録する演算記録装置
とを具えていることを特徴とするものである。[Means for Solving the Problems] In order to achieve the above-mentioned purpose, this invention provides a light reflecting plate installed on a ship sailing on water along the scheduled course of a shield aircraft, and a light reflecting plate installed in the ground below the water bottom. a transducer that outputs elastic waves toward the shield machine digging the ground and inputs the reflected elastic waves, a reference point located on the planned course line on land, and the light reflector plate located outside the planned course line. A device characterized by comprising: a distance measuring device that emits a light wave towards the object and receives the reflected light wave; and an arithmetic recording device that calculates and records the propagation time or level attenuation rate of the elastic wave. It is. In addition, there is a light reflecting plate installed on the ship that sails on the water along the planned course of the shield machine, and a transmitter that outputs elastic waves toward the shield machine digging into the ground beneath the water, and a transmitter installed on the shield machine. a receiver for the elastic waves, a reference point located on the planned course line on land, and a light reflecting plate located outside the planned course line, and receives the reflected light wave. The apparatus is characterized by comprising a distance measuring and goniometer, and an arithmetic and recording device that arithmetic and records the propagation time or level attenuation rate of the elastic wave. In addition, there is a transmitter that outputs elastic waves installed on the shield machine that excavates the ground beneath the water, and a light reflector that is installed on the ship that sails on the water along the planned course of the shield machine, and the output from the shield machine. a receiver that inputs the elastic waves, a reference point located on the planned course line on land, and a light wave located outside the planned course line and irradiates the light wave toward the light reflecting plate;
The apparatus is characterized by comprising a distance measuring and goniometer that receives the reflected light wave, and an arithmetic and recording device that arithmetic and records the propagation time or level attenuation rate of the elastic wave. Furthermore, a light reflecting plate installed on a ship sailing on the water along the planned course of the shield machine and a shield machine digging in the ground below the waterbed output elastic waves toward the ship and reflect the reflected elastic waves. A transducer for input, a reference point located on the planned course line on land, and a ranging angle that is located outside the planned course line and irradiates light waves toward the light reflecting plate and receives the reflected light waves. The present invention is characterized in that it comprises a recording device that calculates and records the propagation time or level attenuation rate of the elastic wave.
【0006】[0006]
【作用】 前記のようなこの考案の位置測定装置
において、陸上に設けられた測距測角器から船舶
に設けられた光反射板に光波を照射するともに、
受光したその反射光波によつて船舶に設けられた
弾性波送受波器の座標位置を算出し、この弾性波
送受波器がシールド機に向けて弾性波を出力し、
その反射弾性波を入力し、このような弾性波の伝
播時間を演算記録装置が演算記録することにより
シールド機の位置を測定する。
この場合送波器のみを船舶に設けて受波器をシー
ルド機に設け、またこれとは反対にシールド機に
送波器を設けて船舶に受波器を設け、さらにシー
ルド機に送受波器を設けたものにおいても、同様
にしてシールド機の位置測定をすることとなる。[Operation] In the position measuring device of this invention as described above, a light wave is irradiated from a distance measuring device installed on land to a light reflecting plate installed on a ship, and
The received reflected light waves are used to calculate the coordinate position of an elastic wave transducer installed on the ship, and this elastic wave transducer outputs elastic waves toward the shield machine.
The position of the shield machine is measured by inputting the reflected elastic waves and calculating and recording the propagation time of such elastic waves by the calculation and recording device. In this case, only the transmitter is installed on the ship and the receiver is installed on the shield machine, or conversely, the transmitter is installed on the shield machine, the receiver is installed on the ship, and then the transducer is installed on the shield machine. Even in the case where a shield machine is installed, the position of the shield machine is measured in the same way.
【0007】[0007]
【実施例】 図1,2は海底下の地盤12中にシ
ールド機5によつてトンネルを掘削する例を示し
ている。
海岸線1の左方は陸地2であり、右方は海域3
であり、鎖線4は基準線すなわちシールド機5の
予定進路を示し、この予定進路4に沿つて船舶6
が海上を航行する。船舶6には弾性波の送受波器
7を備えた探査機が搭載され、船舶6を停留させ
て送受波器7からシールド機5に向けて弾性波信
号を送出し、それによつて後記するようにシール
ド機5の位置を測定するのであるが、船舶6を停
留中に海面のうねり等によつて移動し、それに伴
つて送受波器7も移動するため、送受波器7の位
置を常時測定しなければならならず、その測定方
法を説明する。Embodiment FIGS. 1 and 2 show an example in which a tunnel is excavated in the ground 12 under the seabed by a shield machine 5. To the left of coastline 1 is land 2, and to the right is sea area 3
The chain line 4 indicates the reference line, that is, the planned course of the shield aircraft 5, and along this planned course 4, the ship 6
sails on the sea. The ship 6 is equipped with a probe equipped with an elastic wave transducer 7, and while the ship 6 is stationary, an elastic wave signal is sent from the transducer 7 to the shield device 5, as described later. The position of the shield device 5 is measured at the same time, but since the ship 6 moves due to swells on the sea surface while the ship 6 is stationary, and the transducer 7 also moves accordingly, the position of the transducer 7 must be constantly measured. We will explain how to measure it.
【0008】 陸地2における予定進路4上に基準点
Oが設けられ、こ基準点Oから距離aだけ離れた
地点C及び距離bだけ離れた地点Dに光波による
測距測角器9,9′が設置されている。一方船舶
6上における予定進路4上に間隔eを隔てた点
A,Bには測距測角器9,9′に対向する位置に
反射板10,11がそれぞれ設置され、反射板1
0の取付点Aと送受波器7の取付点Eとは間隔f
を隔てている。[0008] A reference point O is provided on the planned course 4 on the land 2, and distance measuring instruments 9, 9' using light waves are located at a point C which is a distance a from the reference point O, and a point D which is a distance b apart from the reference point O. is installed. On the other hand, reflectors 10 and 11 are installed at points A and B on the planned course 4 of the ship 6, which are separated by an interval e, at positions facing the range finders 9 and 9', respectively.
The distance between the mounting point A of 0 and the mounting point E of the transducer 7 is f.
is separated.
【0009】 このようなものにおいて、C,D点の
測距測角器9,9′からA,B点の反射板10,
11に向けてそれぞれ光波を照射し、それによつ
て角OCA、角ODB、点C,A間の距離d及び点
D,B間の距離cを測定し、各測定値と既知の距
離a,bとから基準点Oを原点とし、予定進路4
をX軸とするXY座標平面上における点A,Bの
座標位置を算出する。点A,B間の間隔e及び点
A,E間の間隔fは既知であるから、点A,Bの
座標位置が算出されれば、点Eすなわち送受波器
7の座標位置も算出することができる。このよう
に測距測角器9,9′を2個所設ければ、高い精
度で送受波器7の位置を測定することができる
が、1個所設けることとしても実用上差し支えな
い。[0009] In such a device, from the distance measuring and angle measuring instruments 9, 9' at points C and D to the reflector 10 at points A and B,
11, respectively, and thereby measure the angle OCA, the angle ODB, the distance d between points C and A, and the distance c between points D and B, and combine each measurement value with the known distances a and b. From the reference point O as the origin, the planned course 4
Calculate the coordinate positions of points A and B on the XY coordinate plane whose X axis is . Since the distance e between points A and B and the distance f between points A and E are known, once the coordinate positions of points A and B are calculated, the coordinate position of point E, that is, the transducer 7, must also be calculated. Can be done. Although the position of the transducer 7 can be measured with high accuracy by providing the distance measuring and angle measuring devices 9, 9' at two locations in this way, it is also possible to provide one location.
【0010】 前記のようにして送受波器7の位置を
常時測定しながら、シールド機5の停止時に送受
波器7からシールド機5に向けて弾性信号波を出
力し、海水及び地盤12を伝播してシールド機5
によつて反射した弾性信号波は送受波器7に入力
され、送受波器7はこれを電気信号に変換して船
舶6上又は陸上の演算記録装置に送る。[0010] While constantly measuring the position of the transducer 7 as described above, when the shield machine 5 is stopped, an elastic signal wave is output from the transducer 7 toward the shield machine 5, and propagates through the seawater and the ground 12. And shield machine 5
The elastic signal wave reflected by the transducer 7 is input to the transducer 7, which converts it into an electrical signal and sends it to the arithmetic and recording device on the ship 6 or on land.
【0011】 この演算記録装置において、弾性波信
号が送受波器7から出力されてから、送受波器7
に入力するまでの伝播時間が計測され、この伝播
時間と海水密度及び地盤を形成する土質の密度と
の関係からシールド機5と送受波器7との間の距
離S1が算出される。距離S1の測定後、船舶6をほ
ぼ予定進路4に沿つて送受波器7が鎖線位置とな
るまで移動し、その送受波器7の座標位置を前記
と同様にして測定し、送受波器7とシールド機5
との間の距離S2を算出し、移動前と移動後の送受
波器7の2つの座標位置と、それらに対応した距
離S1,S2の関係とからシールド機5の座標位置す
なわち予定進路4におけるシールド機5の位置を
測定するとともに、測定された位置関係から予定
進路4に対するシールド機5の軸線の傾きも算出
することができる。[0011] In this arithmetic and recording device, after the elastic wave signal is output from the transducer 7, the transducer 7
The propagation time until input is measured, and the distance S 1 between the shielding device 5 and the transducer 7 is calculated from the relationship between this propagation time, the density of seawater, and the density of the soil forming the ground. After measuring the distance S 1 , the ship 6 is moved approximately along the planned course 4 until the transducer 7 is located at the chain line position, the coordinate position of the transducer 7 is measured in the same manner as above, and the transducer 7 and shield machine 5
From the two coordinate positions of the transducer 7 before and after the movement, and the relationship between the corresponding distances S 1 and S 2 , the coordinate position of the shield device 5 , that is, the planned distance, is calculated. In addition to measuring the position of the shield machine 5 on the course 4, it is also possible to calculate the inclination of the axis of the shield machine 5 with respect to the planned course 4 from the measured positional relationship.
【0012】 このようなことを送受波器7を3点以
上の多数点にわたつて移動させ、送受波器7の多
数の座標位置と、それらに対応した距離S1,S2…
…とからシールド機5の位置を測定することによ
り、その精度を一層向上させることができる。
前記のようにしてシールド機5と送受波器7との
間の距離を伝播時間を利用して算出する以外に、
送受波器7に入力したときの弾性波信号のレベル
の減衰率からも算出することができ、この減衰率
は伝播時間に比例することから、結局両者は同じ
ことになる。そして弾性波信号としては、音波信
号又は電磁波信号が用いられ、その周波数は3.5
〜20KHzであつて、地盤の土質又は土かぶり等に
より適宜選択される。[0012] In this way, the transducer 7 is moved across three or more points, and the multiple coordinate positions of the transducer 7 and the corresponding distances S 1 , S 2 , etc.
By measuring the position of the shield machine 5 from ..., the accuracy can be further improved. In addition to calculating the distance between the shield device 5 and the transducer 7 using the propagation time as described above,
It can also be calculated from the attenuation rate of the level of the elastic wave signal when input to the transducer 7, and since this attenuation rate is proportional to the propagation time, the two are ultimately the same. As the elastic wave signal, a sonic wave signal or an electromagnetic wave signal is used, and its frequency is 3.5.
~20KHz, and is appropriately selected depending on the soil quality of the ground, soil cover, etc.
【0013】[0013]
【考案の効果】 この考案は前記のようであつ
て、シールド機の予定進路に沿つて水上を航行す
る船舶に設けられた光反射板と、陸上の前記予定
進路線上に位置する基準点、及び予定進路線外に
位置し前記光反射板に向けて光波を照射するとも
に、その反射光波を受光する測距測角器とを具
え、船舶及び水底下の地盤内を掘進するシールド
機との間において弾性波を往復伝播するととも
に、この弾性波の伝播時間又はレベル減衰率を演
算記録装置によつて演算記録することによりシー
ルド機の位置測定をするようになつているので、
弾性波の送受波器もしくは送波器又は受波器の位
置が絶えず正確に算出され、その結果シールド機
の位置測定が高精度で測定され、しかもそのため
に従来のように水中におけるチエツクボーリング
を行う必要がなく、その作業はきわめて効率よく
実施されるという効果がある。[Effect of the invention] This invention is as described above, and includes a light reflecting plate provided on a ship navigating on water along the planned course of the shield aircraft, a reference point located on the planned course on land, and between the ship and a shield machine that excavates in the ground beneath the seabed, and is equipped with a distance measuring and angle measuring instrument that is located outside the planned course line and irradiates light waves toward the light reflecting plate and receives the reflected light waves; Since the position of the shield machine is measured by propagating an elastic wave back and forth at the shielding machine, and calculating and recording the propagation time or level attenuation rate of this elastic wave using a calculation and recording device,
The position of the elastic wave transmitter/receiver or the transmitter or receiver is constantly and accurately calculated, and as a result, the position of the shield machine is measured with high precision, and for this purpose underwater check boring is performed as before. The effect is that it is not necessary and the work is carried out extremely efficiently.
【図1】この考案の実施例の概略的平面図であ
る。FIG. 1 is a schematic plan view of an embodiment of the invention.
【図2】同上の考案の予定進路による縦断平面図
である。FIG. 2 is a longitudinal sectional plan view along a planned course of the above invention.
1……海岸線 2……陸地 3……海域 4……予定進路 5……シールド機 6……船舶 7……送受波器 9,9′……測距測角器 10,11……光反射板。 1... Coastline 2...Land 3... Sea area 4... Planned course 5...Shield machine 6...Ship 7... Transducer/receiver 9,9'... Distance measuring instrument 10, 11...Light reflecting plate.
Claims (4)
上を航行する船舶に設けられた光反射板、及び水
底下の地盤内を掘進するシールド機に向けて弾性
波を出力するとともにその反射弾性波を入力する
送受波器と、陸上の前記予定進路線上に位置する
基準点、及び予定進路線外に位置し前記光反射板
に向けて光波を照射するとともに、その反射光波
を受光する測距測角器と、前記弾性波の伝播時間
又はレベル減衰率を演算記録する演算記録装置と
を具えていることを特徴とするシールド機の位置
測定装置。Claim 1: A light reflecting plate installed on a ship navigating on water along the planned course of the shield machine, and an elastic wave that outputs an elastic wave toward the shield machine digging in the ground below the water bed, and reflects the reflected elastic wave. a transducer that inputs the information, a reference point located on the planned course line on land, and a distance measuring device that irradiates light waves toward the light reflecting plate located outside the planned course line and receives the reflected light waves. 1. A position measuring device for a shield machine, comprising: a corner instrument; and a calculation and recording device that calculates and records the propagation time or level attenuation rate of the elastic wave.
上を航行する船舶に設けられた光反射板、及び水
底下の地盤内を掘進するシールド機に向けて弾性
波を出力する送波器と、シールド機に設けられた
前記弾性波の受波器と、陸上の前記予定進路線上
に位置する基準点、及び予定進路線外に位置し前
記光反射板に向けて光波を照射するとともに、そ
の反射光波を受光する測距測角器と、前記弾性波
の伝播時間又はレベル減衰率を演算記録する演算
記録装置とを具えていることを特徴とするシール
ド機の位置測定装置。[Claim 2] A light reflecting plate provided on a ship navigating on water along the planned course of the shield machine, and a transmitter that outputs elastic waves toward the shield machine digging in the ground below the waterbed; The acoustic wave receiver provided on the shield machine, the reference point located on the planned course line on land, and the light reflecting plate located outside the planned course line and emit light waves, and reflect the light waves. 1. A position measuring device for a shield machine, comprising: a distance measuring device that receives a light wave; and a calculation and recording device that calculates and records the propagation time or level attenuation rate of the elastic wave.
ド機に設けられ弾性波を出力する送波器と、シー
ルド機の予定進路に沿つて水上を航行する船舶に
設けられた光反射板、及びシールド機から出力さ
れた前記弾性波を入力する受波器と、陸上の前記
予定進路線上に位置する基準点、及び予定進路線
外に位置し前記光反射板に向けて光波を照射する
とともに、その反射光波を受光する測距測角器
と、前記弾性波の伝播時間又はレベル減衰率を演
算記録する演算記録装置とを具えていることを特
徴とするシールド機の位置測定装置。Claim 3: A transmitter that is installed on a shield machine that excavates in the ground below the water bed and outputs elastic waves, a light reflecting plate that is installed on a ship that navigates on water along the planned course of the shield machine, and A receiver that receives the elastic waves output from the shield machine, a reference point located on the planned course line on land, and a light wave located outside the planned course line and irradiates the light wave toward the light reflecting plate, 1. A position measuring device for a shield machine, comprising: a distance measuring device that receives the reflected light wave; and a calculation and recording device that calculates and records the propagation time or level attenuation rate of the elastic wave.
上を航行する船舶に設けられた光反射板と、水底
下の地盤内を掘進するシールド機から前記船舶に
向けて弾性波を出力するとともにその反射弾性波
を入力する送受波器と、陸上の前記予定進路線上
に位置する基準点、及び予定進路線外に位置し前
記光反射板に向けて光波を照射するとともに、そ
の反射光波を受光する測距測角器と、前記弾性波
の伝播時間又はレベル減衰率を演算記録する演算
記録装置とを具えていることを特徴とするシール
ド機の位置測定装置。Claim 4: A light reflecting plate provided on a ship navigating on water along the planned course of the shield machine, and a shield machine that excavates in the ground below the water bed outputting elastic waves toward the ship. A transducer that inputs reflected elastic waves, a reference point located on the planned course line on land, and a light reflector located outside the planned course line that irradiates light waves toward the light reflector and receives the reflected light waves. 1. A position measuring device for a shield machine, comprising: a distance measuring device; and a calculation and recording device that calculates and records the propagation time or level attenuation rate of the elastic wave.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2481091U JPH0526489Y2 (en) | 1991-03-20 | 1991-03-20 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2481091U JPH0526489Y2 (en) | 1991-03-20 | 1991-03-20 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0488807U JPH0488807U (en) | 1992-08-03 |
JPH0526489Y2 true JPH0526489Y2 (en) | 1993-07-05 |
Family
ID=31759898
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2481091U Expired - Lifetime JPH0526489Y2 (en) | 1991-03-20 | 1991-03-20 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0526489Y2 (en) |
-
1991
- 1991-03-20 JP JP2481091U patent/JPH0526489Y2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0488807U (en) | 1992-08-03 |
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