JPH09145848A - Probe penetrating device - Google Patents

Probe penetrating device

Info

Publication number
JPH09145848A
JPH09145848A JP30799195A JP30799195A JPH09145848A JP H09145848 A JPH09145848 A JP H09145848A JP 30799195 A JP30799195 A JP 30799195A JP 30799195 A JP30799195 A JP 30799195A JP H09145848 A JPH09145848 A JP H09145848A
Authority
JP
Japan
Prior art keywords
probe
vibration
penetrating
penetration
probes
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.)
Granted
Application number
JP30799195A
Other languages
Japanese (ja)
Other versions
JP2742035B2 (en
Inventor
Shuichiro Koga
修一郎 古賀
Nobuhiro Shimoi
信浩 下井
Fujio Iitaka
不二男 飯高
Akihiro Nakayama
章弘 中山
Tomonori Kimura
智納 木村
Masayoshi Uno
昌嘉 宇野
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.)
Japan Steel Works Ltd
Kawasaki Heavy Industries Ltd
Technical Research and Development Institute of Japan Defence Agency
Original Assignee
Japan Steel Works Ltd
Kawasaki Heavy Industries Ltd
Technical Research and Development Institute of Japan Defence Agency
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 Japan Steel Works Ltd, Kawasaki Heavy Industries Ltd, Technical Research and Development Institute of Japan Defence Agency filed Critical Japan Steel Works Ltd
Priority to JP30799195A priority Critical patent/JP2742035B2/en
Publication of JPH09145848A publication Critical patent/JPH09145848A/en
Application granted granted Critical
Publication of JP2742035B2 publication Critical patent/JP2742035B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To bring each probe positively into contact with underground buried material at the time of two probes penetrating into the ground and easily judges contact with the underground buried material. SOLUTION: A detecting part 2 of a probe penetrating device 1 is fitted to a track 4 through a robot arm 3. An oscillating probe 10 is fixed to a first housing 35 of the detecting part 2, and a vibration receiving probe 11 is fixed to a second housing 36. The respective housings 35, 36 are slidably enclosed in a casing 37. The center part of an oscillating member 46 is connected to the casing 37, and one end part of this oscillating member 46 is connected to the first housing through a first connecting member 47, while the other end part is connected to the second housing through a second connecting member 48.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、物質に固有の弾性
波を利用して地中埋設物の種類を特定するため、地中に
探針を貫入するための探針貫入装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a probe penetrating device for penetrating a probe into the ground in order to specify the type of an underground object using an elastic wave inherent to a substance.

【0002】[0002]

【従来の技術】埋設物の種類を特定する方法としては、
作業者が地中に探針を貫入し、この探針を打振したとき
の反射音やフーリェスペクトル分析などによって操作者
自身が識別する方法がある。しかしながらこの場合、反
射の強度やノイズによって識別精度が決まるので、安定
した識別が困難となる。また、人による判断を伴うこと
から、時間がかかるとともに、識別作業の省力化・省人
化の妨げとなる。
2. Description of the Related Art As a method of specifying the type of buried object,
There is a method in which an operator penetrates a probe into the ground, and the operator himself identifies the reflected sound or Fourier spectrum analysis when the probe is struck. However, in this case, since the identification accuracy is determined by the intensity of the reflection and the noise, stable identification becomes difficult. In addition, since it involves judgment by a person, it takes time and hinders labor saving and labor saving of the identification work.

【0003】このような不都合を解消するために地中埋
設物に振動を与え、この地中埋設物の振動による弾性波
を受振し、この弾性波から地中埋設物の種類を識別する
認識装置を利用した客観的な探知方法が考えられる。こ
の方法では、まず地中埋設物に振動を与える発振用探針
と受振用探針とを地中埋設物に当接するまで地中に貫入
させる。次に、発振用探針が地中埋設物に振動を与える
ことによって発生する弾性波を受振用探針によって受振
し、この弾性波を識別することによって地中埋設物の種
類を識別する。
In order to eliminate such inconvenience, a vibration is applied to an underground object, an elastic wave generated by the vibration of the underground object is received, and a recognition device for identifying the type of the underground object from the elastic wave. An objective detection method using the information can be considered. In this method, first, an oscillating probe for giving vibration to an underground object and a vibration receiving probe penetrate into the ground until they come into contact with the underground object. Next, an elastic wave generated by the oscillation probe applying vibration to the underground object is received by the vibration receiving probe, and the type of the underground object is identified by identifying the elastic wave.

【0004】また、地中にパイルなどを貫入させる方法
としては、特開昭55−98527号公報に、延長方向
に振動するパイルの先端に土質破壊貫入用振動をさらに
与えてパイルを打ち込む方法が開示されている。また、
地中に埋設管を埋設する方法としては、特開昭58−8
0095号公報に、埋設管の先頭位置に設けられたヘッ
ドに横振動を与えつつ、軸方向の荷重を検出することに
よって、ヘッドに作用する土の抵抗力を検出する装置が
開示されている。
As a method of intruding a pile or the like into the ground, Japanese Unexamined Patent Publication (Kokai) No. 55-98527 discloses a method of driving a pile vibrating in the extension direction further into the tip of the pile by vibrating soil for breaking into the pile and driving the pile. It has been disclosed. Also,
A method of burying a buried pipe in the ground is disclosed in Japanese Patent Application Laid-Open No. 58-8 / 1983.
Japanese Patent Application Publication No. 0095 discloses a device for detecting the resistive force of soil acting on the head by applying a lateral vibration to the head provided at the head position of the buried pipe and detecting the axial load.

【0005】[0005]

【発明が解決しようとする課題】このような従来の技術
では、発振用探針と受振用探針とを貫入する際、貫入角
度あるいは埋設物の形状によっては探針と埋設物の当接
が不安定あるいは不確実となるため、弾性波による地中
埋設物の正確な識別ができないという問題が生じる。
In such a conventional technique, when the oscillation probe and the vibration receiving probe penetrate, the contact between the probe and the buried object depends on the penetration angle or the shape of the buried object. Due to instability or uncertainty, there is a problem that it is not possible to accurately identify an underground object by elastic waves.

【0006】また、弾性波による地中埋設物の識別を行
う際には、各探針が埋設物に接触した時点で貫入を停止
させる必要があるが、各探針に力を加えて貫入させるだ
けでは地中に貫入させるための貫入力が大きくなった
り、あるいは貫入力の変化量が変動するため各探針の先
端と埋設物との当接の判断が困難となり、貫入を速やか
に停止できないという問題が生じる。
Further, when identifying an underground object by elastic waves, it is necessary to stop the penetration when each probe comes into contact with the object, but force is applied to each probe to penetrate it. With only the penetration force to penetrate into the ground becomes large, or the amount of change in penetration force fluctuates, so it is difficult to judge the contact between the tip of each probe and the buried object, and the penetration cannot be stopped quickly. The problem arises.

【0007】本発明の目的は、2本の探針を地中に貫入
する際、各探針を確実に地中埋設物に当接でき、しかも
1本でも地中埋設物に当接したことを容易に判断するこ
とができる探針貫入装置を提供することである。
An object of the present invention is to ensure that each probe can abut against an underground object when two probes penetrate into the ground, and that at least one probe abuts against an underground object. The purpose of the present invention is to provide a probe penetrating device that can easily determine the probe penetration.

【0008】[0008]

【課題を解決するための手段】本発明は、地中埋設物に
振動を与えるための発振用探針と、地中埋設物からの弾
性波を受振する受振用探針と、前記発振用探針および前
記受振用探針を地中に貫入するための貫入手段とを備え
る探針貫入装置において、両端部に結合部を有し、中間
部が前記貫入手段によって揺動自在に軸支される揺動部
材と、前記揺動部材の一方の結合部と前記発振用探針と
をピン結合する第1連結部材と、前記揺動部材の他方の
結合部と前記受振用探針とをピン結合する第2連結部材
と、前記発振用探針および前記受振用探針を直線的に案
内する直線案内手段とを含むことを特徴とする探針貫入
装置である。本発明に従えば、発振用探針と受振用探針
とは貫入手段によって地中に貫入され、直線案内手段に
よって各探針の軸線方向に案内される。各探針のうちた
とえば発振用探針が地中埋設物に当接して貫入が止まる
と、発振用探針と揺動部材とをピン結合する第1連結部
材を支点とし、第2連結部材がピン結合される側を押下
げ、第2連結部材とピン結合される受振用探針が押下げ
られ地中埋設物に当接する。受振用探針が先に埋設物に
当接した場合も同様の作用によって両方の探針が埋設物
に当接する。したがって、埋設物に無理な力をかけず埋
設物の形状に関係なく各探針を地中埋設物に当接させる
ことができる。
SUMMARY OF THE INVENTION The present invention provides an oscillation probe for applying vibration to an underground object, a vibration receiving probe for receiving an elastic wave from the underground object, and the oscillation probe. A probe penetrating device comprising a needle and a penetrating means for penetrating the vibration receiving probe into the ground, wherein the penetrating means has coupling portions at both ends, and an intermediate portion is pivotally supported by the penetrating means so as to be swingable. A rocking member, a first connecting member for pin-connecting one of the connecting portions of the rocking member to the oscillation probe, and a pin connecting the other connecting portion of the rocking member to the vibration-receiving probe. And a linear guide means for linearly guiding the oscillation probe and the vibration receiving probe. According to the present invention, the oscillation probe and the vibration receiving probe are penetrated into the ground by the penetrating means, and are guided in the axial direction of each probe by the linear guide means. When the oscillating probe abuts the object buried in the ground and stops penetrating, the first connecting member for pin-connecting the oscillating probe and the swinging member is used as a fulcrum, and the second connecting member is The pin-joined side is pushed down, and the vibration-receiving probe pin-joined to the second connecting member is pushed down to abut the underground object. When the vibration-receiving probe comes into contact with the buried object first, both probes come into contact with the buried object by the same action. Therefore, each probe can be brought into contact with an underground object regardless of the shape of the object without applying excessive force to the object.

【0009】また本発明は、前記発振用探針および前記
受振用探針に、振動を与える貫入用加振器が取付けられ
ることを特徴とする。本発明に従えば、発振用探針およ
び受振用探針には振動を与える貫入用加振器が取付けら
れており、各探針と土との粘着抵抗および摩擦抵抗を減
少させ、貫入が滑らかになる。さらに、地中埋設物に当
接したか否かの判断も容易に行うことができるため、当
接した時点で貫入動作を速やかに停止することができ
る。
Further, the present invention is characterized in that a penetrating vibrator for applying vibration is attached to the oscillation probe and the vibration receiving probe. According to the present invention, the oscillating probe and the vibrating probe are provided with a penetrating vibrator for imparting vibration, thereby reducing the adhesion resistance and frictional resistance between each probe and the soil, and making the penetration smooth. become. Further, since it is possible to easily determine whether or not the ground contact object has been contacted, it is possible to promptly stop the penetrating operation at the time of contact.

【0010】また本発明は、前記貫入用加振器は、各探
針の軸線に垂直な平面において各探針の先端が円運動す
るように振動を与えることを特徴とする。本発明に従え
ば、貫入用加振器が、各探針の軸線に垂直な平面におい
て各探針の先端が円運動するように振動を与えることに
よって、さらに滑らかに各探針を地中に貫入させること
ができるため、地中埋設物に当接したか否かの区別がよ
り明確になる。
Further, the present invention is characterized in that the penetrating vibrator applies vibration such that the tip of each probe makes a circular motion on a plane perpendicular to the axis of each probe. According to the present invention, the penetrating vibrator applies the vibration so that the tip of each probe makes a circular motion in a plane perpendicular to the axis of each probe, so that each probe is more smoothly placed underground. Because it can penetrate, it becomes clearer to distinguish whether or not it has contacted an underground object.

【0011】[0011]

【発明の実施の形態】図1は、本発明の実施の一形態で
ある探針貫入装置1を示す正面図である。探針貫入装置
1は、ロボットアーム3が移動自在の台車4に搭載さ
れ、ロボットアーム3の先端には探知部2が装着されて
構成される。ロボットアーム3は、台車4に対して軸線
L1まわりに回転自在に連結される基部5と、基部5に
対して軸線L2まわりに角変位自在に連結されるアーム
6と、アーム6に対して軸線L3まわりに角変位自在に
連結されるアーム7と、アーム7に対して軸線L4まわ
りに角変位自在に連結され、探知部2を軸線L5まわり
に回転自在に連結する回転部材8とから構成され、この
回転部材8にはロボットアーム3に印加される力を検出
する6軸力センサ14が設けられる。探針貫入装置1
は、台車4によって所望の地点まで移動し、探知部2の
貫入する位置決めをロボットアーム3によって行う。ロ
ボットアーム3は、6軸力センサ14の出力に基づいて
ロボット制御装置9によって制御され、探知部2を所望
の位置に所望の角度に位置決めする。探知部2は、発振
用探針10と、受振用探針11と、各探針10,11を
支持するケーシング37とリンク手段57とを含んで構
成され、受振用探針11からのデータはデータ処理装置
13によって処理される。
FIG. 1 is a front view showing a probe penetration device 1 according to an embodiment of the present invention. The probe penetrating device 1 is configured such that a robot arm 3 is mounted on a movable carriage 4, and a detection unit 2 is attached to a tip of the robot arm 3. The robot arm 3 includes a base 5 rotatably connected to the carriage 4 about the axis L1, an arm 6 connected to the base 5 so as to be angularly displaceable about the axis L2, and an axis relative to the arm 6. An arm 7 is connected to the arm 7 so as to be angularly displaceable about the axis L3, and a rotating member 8 is connected to the arm 7 so as to be angularly displaceable about the axis L4, and connects the detection unit 2 rotatably about the axis L5. The rotary member 8 is provided with a six-axis force sensor 14 for detecting a force applied to the robot arm 3. Probe penetration device 1
Is moved by the carriage 4 to a desired point, and the robot arm 3 performs positioning for the detection unit 2 to penetrate. The robot arm 3 is controlled by the robot controller 9 based on the output of the six-axis force sensor 14, and positions the detection unit 2 at a desired position at a desired angle. The detection unit 2 includes an oscillation probe 10, a vibration probe 11, a casing 37 supporting each of the probes 10, 11, and a link means 57. Data from the vibration probe 11 is It is processed by the data processing device 13.

【0012】図2は、データ処理装置13を示すブロッ
ク図である。データ処理装置13は、信号処理回路1
6、識別回路17、表示処理回路18、表示装置19お
よびデータベース回路20を含んで構成され、受振用探
針11に連結される。
FIG. 2 is a block diagram showing the data processing device 13. The data processing device 13 includes the signal processing circuit 1
6. It includes an identification circuit 17, a display processing circuit 18, a display device 19, and a database circuit 20, and is connected to the vibration receiving probe 11.

【0013】第1ハウジング35内に設けられた発振用
探針10の一方端部側には、埋設物25に衝撃を与える
ための衝撃発生器21が設けられる。この衝撃発生器2
1は制御装置15によって制御される。発振用探針10
の他方端部は、埋設物25に当接するまで地中26に貫
入され、衝撃発生器21によって加えられた衝撃は、発
振用探針10を伝播して埋設物25に伝わって、埋設物
25から物質に固有の弾性波が発生する。発振用探針1
0は、たとえば地表面に対して30°〜45°の角度で
挿入され、また1.1kg重〜1.3kg重の衝撃で加
振される。
At one end of the oscillation probe 10 provided in the first housing 35, an impact generator 21 for applying an impact to the embedded object 25 is provided. This shock generator 2
1 is controlled by the control device 15. Oscillation probe 10
Is penetrated into the ground 26 until it abuts against the buried object 25, and the impact applied by the shock generator 21 propagates through the oscillation probe 10 to the buried object 25, and Generates an elastic wave unique to the substance. Oscillation probe 1
0 is inserted, for example, at an angle of 30 ° to 45 ° with respect to the ground surface, and is excited by an impact of 1.1 kg to 1.3 kg.

【0014】第2ハウジング36に設けられた受振用探
針11の一方端部側にはセンサ27が取付けられる。受
振用探針11の他方端部は、埋設物25に当接するまで
地中26に貫入される。埋設物25で発生した弾性波は
受振用探針11で受振され、この受振用探針11を伝播
してセンサ27で電気信号に変換される。この電気信号
は、信号処理回路16の信号増幅器28、データベース
回路20および表示処理回路18に入力される。
A sensor 27 is attached to one end of the vibration receiving probe 11 provided in the second housing 36. The other end of the vibration receiving probe 11 penetrates into the underground 26 until it comes into contact with the buried object 25. The elastic wave generated in the embedded object 25 is received by the vibration receiving probe 11, propagates through the vibration receiving probe 11, and is converted into an electric signal by the sensor 27. This electric signal is input to the signal amplifier 28 of the signal processing circuit 16, the database circuit 20, and the display processing circuit 18.

【0015】信号処理回路16は、信号増幅器28、A
/D(アナログ/デジタル)変換器29、波形記憶回路
30、FFT(高速フーリエ変換)演算回路31および
入力ベクトル生成回路32を含んで構成される。信号処
理回路16では、受振した弾性波から地中埋設物を識別
するための識別信号が作成される。すなわち、センサ2
7で変換された電気信号は、信号増幅器28に入力され
て増幅される。また、必要に応じて、信号増幅器28が
備えるフィルタを用いて不要な信号が取除かれる。信号
増幅器28で処理された信号はA/D変換器29によっ
てデジタル信号に変換され、されに波形記憶回路30に
入力されて時間軸応答信号として記憶される。
The signal processing circuit 16 includes a signal amplifier 28, A
It includes an / D (analog / digital) converter 29, a waveform storage circuit 30, an FFT (fast Fourier transform) operation circuit 31, and an input vector generation circuit 32. In the signal processing circuit 16, an identification signal for identifying an underground object is created from the received elastic waves. That is, the sensor 2
The electric signal converted in 7 is input to the signal amplifier 28 and amplified. Unnecessary signals are removed using a filter included in the signal amplifier 28 as necessary. The signal processed by the signal amplifier 28 is converted into a digital signal by an A / D converter 29, and is then input to a waveform storage circuit 30 and stored as a time axis response signal.

【0016】波形記憶回路30に記憶された時間軸応答
信号は、FFT演算回路31でフーリエ変換されて周波
数応答信号が作成される。作成された周波数応答信号
は、入力ベクトル生成回路32で複数の周波数帯域毎に
分割された分割応答信号が作成される。たとえば、20
Hz〜5kHzの周波数帯域の信号が、10〜100の
範囲に分割される。たとえば50に分割される。これら
の分割信号は、予め学習し、データベース回路20に記
憶されるデータ中の各成分の最大値で割算され、0〜1
の値に正規化される。このようにして作成された分割応
答信号が前記識別信号である。
The time axis response signal stored in the waveform storage circuit 30 is Fourier transformed by the FFT calculation circuit 31 to create a frequency response signal. From the created frequency response signal, the input vector generation circuit 32 creates a divided response signal divided for each of a plurality of frequency bands. For example, 20
A signal in a frequency band of Hz to 5 kHz is divided into a range of 10 to 100. For example, it is divided into 50. These divided signals are learned in advance, divided by the maximum value of each component in the data stored in the database circuit 20, and 0 to 1
Is normalized to the value of. The divided response signal thus created is the identification signal.

【0017】識別回路27は、ニューラルネットワーク
33および出力ベクトル判定回路34を含んで構成され
る。ニューラルネットワーク33としては、たとえばB
PNNが使用される。ニューラルネットワーク33に
は、入力ベクトル生成回路32からの分割応答信号が入
力され、この分割応答信号に基づく地中埋設物の種類毎
の出力信号を作成して出力ベクトル判定回路34に与え
る。出力ベクトル判定回路34を、ニューラルネットワ
ーク33からの出力信号レベルに基づいて、地中埋設物
の種類を判定する。波形記憶回路30、FFT演算回路
31、入力ベクトル生成回路32、ニューラルネットワ
ーク33および出力ベクトル判定回路34からの出力信
号は、表示処理回路18で画像処理され、たとえば液晶
表示装置で実現される表示装置19に表示される。
The identification circuit 27 includes a neural network 33 and an output vector determination circuit 34. As the neural network 33, for example, B
PNN is used. The divided response signal from the input vector generation circuit 32 is input to the neural network 33, an output signal for each type of underground buried object is created based on the divided response signal, and is provided to the output vector determination circuit 34. The output vector determination circuit 34 determines the type of the underground object based on the output signal level from the neural network 33. Output signals from the waveform storage circuit 30, the FFT operation circuit 31, the input vector generation circuit 32, the neural network 33, and the output vector determination circuit 34 are subjected to image processing by the display processing circuit 18, and are implemented, for example, by a liquid crystal display device. 19 is displayed.

【0018】図3は、発振用探針10と受振用探針11
の連結状態を示す簡略化した正面図であり、図4は探知
部2の断面図である。探知部2はケーシング37と発振
用探針10と受振用探針11とリンク機構57とを含ん
で構成される。ケーシング37は第1ハウジング35と
第2ハウジング36を摺動自在に収納する。第1ハウジ
ング35内には衝撃発生器21からの衝撃を埋設物25
に伝達する発振用探針10が取付けられる。発振用探針
10の中間部は約30度屈曲し、先端部は軸線L5に平
行な軸線L6を有する。
FIG. 3 shows an oscillation probe 10 and a vibration receiving probe 11.
FIG. 4 is a simplified front view showing the connected state of FIG. The detection unit 2 includes a casing 37, an oscillation probe 10, a vibration receiving probe 11, and a link mechanism 57. The casing 37 houses the first housing 35 and the second housing 36 slidably. In the first housing 35, the impact from the impact generator 21 is
Is attached. The middle part of the oscillation probe 10 is bent by about 30 degrees, and the tip part has an axis L6 parallel to the axis L5.

【0019】第2ハウジング36内には、センサ27が
固定された受振用探針11が取付けられる。この受振用
探針11は軸線L5と平行な軸線L7を有する。第1、
第2ハウジング35,36は中空の略直方体状に形成さ
れ、互いに隣接し、下方に開口する中空のケーシング3
7内に軸線L5方向に互いに独立して摺動自在に収納さ
れる。こうして発振用探針10と受振用探針11とは互
いに平行に直線方向に案内される。第1、第2ハウジン
グ35,36の一端部38,39には探針10,11が
それぞれ固定され、第1、第2ハウジング35,36の
他端部40,41とケーシング37の底部42との間に
は、ばね43,44がそれぞれ設けられる。
The vibration receiving probe 11 to which the sensor 27 is fixed is mounted in the second housing 36. The vibration receiving probe 11 has an axis L7 parallel to the axis L5. First,
The second housings 35, 36 are formed in a hollow, substantially rectangular parallelepiped shape, are adjacent to each other, and are hollow casings 3 that open downward.
7 are slidably housed independently of each other in the direction of the axis L5. In this manner, the oscillation probe 10 and the vibration receiving probe 11 are guided in a linear direction parallel to each other. Probes 10 and 11 are fixed to one end portions 38 and 39 of the first and second housings 35 and 36, respectively, and the other end portions 40 and 41 of the first and second housings 35 and 36 and the bottom portion 42 of the casing 37. Between them, springs 43 and 44 are provided, respectively.

【0020】第1、第2ハウジング35,36およびケ
ーシング37はリンク機構57によって連結され、この
リンク機構57は一対の揺動部材46と一対の第1連結
部材47と一対の第2連結部材48とによって構成され
る。第1ハウジング35の一端部38には発振用探針1
0を挟んで下方に突出する一対の突部52が設けられ、
同様に第2ハウジング36にも受振用探針11を挟んで
突出する一対の突部54が設けられる。リンク機構57
は探針10,11を挟んで複数の部材が対称に構成され
ており、図3および図4では正面から見た構成を示して
いるが、背面側にも同様の構成が設けられる。突部52
にはピン53を介して第1連結部材47の一端が角変位
自在に連結され、突部54にも同様にピン55を介して
第2連結部材48が連結される。第1連結部材47の他
端は、ピン51によって角変位自在に揺動部材46の一
端が連結され、同様に第2連結部材58はピン53を介
して揺動部材46の他端に連結される。揺動部材46の
中央部は、ケーシング37の開口端から下方に突出する
一対の突部50の一端にピン49によって角変位自在に
連結される。角変位が生じても揺動部材の機能が保証さ
れる。
The first and second housings 35 and 36 and the casing 37 are connected by a link mechanism 57, and the link mechanism 57 includes a pair of rocking members 46, a pair of first connecting members 47, and a pair of second connecting members 48. Composed of and. The oscillation probe 1 is provided at one end 38 of the first housing 35.
A pair of protrusions 52 protruding downward with respect to 0 are provided,
Similarly, the second housing 36 is provided with a pair of protrusions 54 protruding with the vibration receiving probe 11 interposed therebetween. Link mechanism 57
In FIG. 3, a plurality of members are configured symmetrically with the probes 10 and 11 interposed therebetween. FIGS. 3 and 4 show the configuration viewed from the front, but the same configuration is provided on the back side. Projection 52
One end of a first connecting member 47 is connected via a pin 53 so as to be freely angularly displaceable, and the second connecting member 48 is also connected to the projection 54 via a pin 55. The other end of the first connecting member 47 is connected to one end of the swinging member 46 so as to be angularly displaceable by a pin 51, and similarly, the second connecting member 58 is connected to the other end of the swinging member 46 via a pin 53. You. The center of the swing member 46 is connected to one end of a pair of protrusions 50 projecting downward from the open end of the casing 37 by a pin 49 so as to be angularly displaceable. Even if angular displacement occurs, the function of the swing member is guaranteed.

【0021】第2ハウジング36に固定される受振用探
針11は軸線L5に平行な軸線L7を有する。第1ハウ
ジング35に固定される発振用探針10は、図4に示す
ように受振用探針11に近接する側へ屈曲し、受振用探
針11と距離Aをなす部位でさらに屈曲し、軸線L6を
有し受振用探針11の軸線L7と平行をなす方向に延び
る。したがって、受振用探針11と発振用探針10とは
互いに近接し平行に延びているため埋設物25の大きさ
や形の制限をあまり受けることはなく各探針10,11
の先端を埋設物25に当接させることができる。本発明
の実施のこの形態では、たとえば距離Aは25mm程度
に選ばれ、第1、第2ハウジング35,36の下端から
探針10,11の先端までの距離Bは本発明の実施のこ
の形態では、たとえば400mmに選ばれる。ケーシン
グ37の底部はロボットアーム3の回転部材8に軸線L
5まわりに回転自在に連結される。探針10,11の中
央部付近には後述する貫入用加振器58が設けられる。
The vibration receiving probe 11 fixed to the second housing 36 has an axis L7 parallel to the axis L5. The oscillation probe 10 fixed to the first housing 35 is bent toward the side close to the vibration receiving probe 11 as shown in FIG. 4, and further bent at a portion forming a distance A with the vibration receiving probe 11. It has an axis L6 and extends in a direction parallel to the axis L7 of the vibration receiving probe 11. Therefore, since the vibration-sensing probe 11 and the oscillation probe 10 extend in close proximity to each other and extend in parallel, the size and shape of the embedded object 25 are not so limited and the probes 10, 11 are not restricted.
Can be brought into contact with the embedded object 25. In this embodiment of the present invention, for example, the distance A is selected to be about 25 mm, and the distance B from the lower ends of the first and second housings 35 and 36 to the tips of the probes 10 and 11 is determined in this embodiment of the present invention. In this case, for example, 400 mm is selected. The bottom of the casing 37 is connected to the rotating member 8 of the robot arm 3 by the axis L.
It is connected rotatably around 5. A penetrating vibrator 58 described below is provided near the center of the probes 10 and 11.

【0022】次に探知部2の動作について説明する。図
3に示すように、ロボットアーム3は各探針10,11
を所望の地点に所望の角度に配置し、ケーシング3を介
して各探針の軸線L6,L7方向に貫入力を加え貫入さ
せる。先に受振用探針25の先端が埋設物25に当接し
た場合は、まず受振用探針11の貫入が止まり、ケーシ
ング37を介して揺動部材46に伝えられるロボットア
ーム3の貫入力は、貫入の止まった受振用探針11に連
結される第2連結部材48のピン53を支点とし、ピン
49を介して揺動部材46の中央部とピン51とを押し
下げる。ピン51は第1連結部材47を介して発振用探
針10をさらに押下げ、発振用探針10の先端を埋設物
25に当接させる。こうして探針10,11の各先端が
埋設物に当接すると反力が急に大きくなり、この反力を
6軸力センサ14で検知することによって、各探針1
0,11の先端が埋設物25に当接したと判断し、ロボ
ットアーム3は貫入を止める。発振用探針10が先に埋
設物25に当接した時も同様の作用により両方の探針1
0,11が埋設物に当接し、貫入が止まる。その後、前
述のように発振用探針10を介して埋設物25に衝撃を
加え、埋設物25で発生した弾性波を受振用探針11で
受振し、センサ33を介してデータ処理装置13へ送ら
れ地中埋設物の種類を判定する。
Next, the operation of the detection unit 2 will be described. As shown in FIG. 3, the robot arm 3
Is arranged at a desired point at a desired angle, and a penetration force is applied through the casing 3 in the direction of the axis L6, L7 of each probe to penetrate. When the tip of the vibration receiving probe 25 first contacts the embedded object 25, the penetration of the vibration receiving probe 11 stops first, and the penetration force of the robot arm 3 transmitted to the swinging member 46 via the casing 37 is The center of the swinging member 46 and the pin 51 are pushed down via the pin 49 with the pin 53 of the second connecting member 48 connected to the penetrated vibration receiving probe 11 as a fulcrum. The pin 51 further pushes down the oscillation probe 10 via the first connecting member 47 to bring the tip of the oscillation probe 10 into contact with the embedded object 25. When the tips of the probes 10 and 11 come into contact with the object to be buried, the reaction force suddenly increases.
When it is determined that the tips of 0 and 11 have contacted the embedded object 25, the robot arm 3 stops the penetration. When the oscillating probe 10 first comes into contact with the buried object 25, both probes 1
0 and 11 abut against the buried object, and the penetration stops. Thereafter, as described above, an impact is applied to the embedded object 25 via the oscillation probe 10, the elastic wave generated by the embedded object 25 is received by the vibration receiving probe 11, and transmitted to the data processing device 13 via the sensor 33. The type of the sent underground object is determined.

【0023】第1、第2ハウジング35,36とケーシ
ング37の底部42とをそれぞれ連結するばね43,4
4は、探針10,11のうちの一方の探針が埋設物25
に当接したとき、この一方の探針側のばねは弾性力によ
って貫入力を吸収し埋設物25に過大な力をかけること
を防ぐ。また、ばね35,36は各探針10,11の貫
入量の差dを制限し、たとえば埋設物25の端部に一方
の探針のみ当接し、他方の探針が埋設物25を外れて貫
入することによって、リンク機構57を破損することを
防ぐ。
Springs 43, 4 for connecting the first and second housings 35, 36 and the bottom 42 of the casing 37, respectively.
4 indicates that one of the probes 10 and 11 has an embedded object 25.
, The spring on the one probe side absorbs the penetrating force by the elastic force, and prevents applying excessive force to the buried object 25. Further, the springs 35 and 36 limit the difference d between the penetration amounts of the respective probes 10 and 11. For example, only one probe comes into contact with the end of the buried object 25 and the other probe comes off the buried object 25. The penetration prevents the link mechanism 57 from being damaged.

【0024】図5は、探針10,11にそれぞれ取付け
られる貫入用加振器58の各例を示す断面図であり、図
5(a)は探針10,11の各軸線L6,L7を含む平
面内で各探針10,11を振動させる貫入用加振器58
であり、図5(b)は各軸線L6,L7に垂直な平面内
で各探針10,11が円運動するように振動を与える貫
入用加振器58である。
FIG. 5 is a sectional view showing an example of the penetrating vibrator 58 attached to the probes 10 and 11, respectively. FIG. 5A shows the axes L6 and L7 of the probes 10 and 11 respectively. Penetrating vibrator 58 for vibrating each of the probes 10 and 11 in a plane including
FIG. 5B shows a penetrating vibrator 58 that applies vibrations so that the probes 10 and 11 make a circular motion in a plane perpendicular to the axes L6 and L7.

【0025】図5(a)で示す貫入用加振器58は、各
探針10,11が互いに平行をなす部位の上方に取付け
られ、中空のケーシング62内に固定され回転軸線L8
まわりに回転自在の回転軸63を有するモータ64と、
回転軸63から偏心した位置に重心を有し、回転軸63
に取付けられる発振錘65とを含んで構成される。回転
軸線L8は各探針10,11の各軸線L6,L7に対し
て垂直に交わる。発振錘65は回転軸63に偏心して取
付けられているため、発振錘65の回転によって回転軸
63の軸線L8に垂直な平面内で円運動するようにモー
タ64は振動し、さらにケーシング62を介して各探針
10,11を軸線L6,L7を含む平面内で振動させ
る。
The penetrating vibrator 58 shown in FIG. 5A is mounted above a portion where the respective probes 10 and 11 are parallel to each other, fixed in a hollow casing 62, and has a rotation axis L8.
A motor 64 having a rotating shaft 63 rotatable therearound;
It has a center of gravity at a position eccentric from the rotation shaft 63,
And an oscillating weight 65 attached to the oscillating member. The rotation axis L8 intersects perpendicularly with the axes L6, L7 of the probes 10, 11, respectively. Since the oscillating weight 65 is eccentrically attached to the rotary shaft 63, the motor 64 vibrates so as to make a circular motion in a plane perpendicular to the axis L <b> 8 of the rotary shaft 63 by the rotation of the oscillating weight 65, and further via the casing 62. Then, each of the probes 10 and 11 is vibrated in a plane including the axes L6 and L7.

【0026】図5(b)で示す貫入用加振器58は、ケ
ーシング62とモータ64と回転軸63と発振錘65と
によって構成され、回転軸63の回転軸線L9は各探針
10,11の各軸線L6,L7に平行に設けられる。し
たがって発振錘65の回転によってモータ64は、回転
軸線L9に垂直な平面内で円運動するように振動し、こ
の振動をケーシング62を介して各探針10,11を回
転軸線L9に垂直な平面、すなわち各探針10,11の
軸線L6,L7に垂直な平面内で円運動するように振動
させる。
The penetrating vibrator 58 shown in FIG. 5B is composed of a casing 62, a motor 64, a rotating shaft 63, and an oscillating weight 65. The rotating axis L9 of the rotating shaft 63 is Are provided in parallel with the respective axes L6, L7. Accordingly, the rotation of the oscillating weight 65 causes the motor 64 to vibrate so as to make a circular motion in a plane perpendicular to the rotation axis L9. That is, the probe is vibrated so as to make a circular motion in a plane perpendicular to the axis L6, L7 of each of the probes 10, 11.

【0027】探針10,11が地中に貫入する際、それ
ぞれ貫入用加振器58によって振動が与えられるため、
探針10,11が接する土粒子に振動を与えることによ
り、探針10,11と土との粘着抵抗および摩擦抵抗を
軽減させ、探針10,11を貫入さすのに必要な貫入力
を減少させることができる。
When the probes 10 and 11 penetrate into the ground, vibrations are applied by the penetration exciter 58, respectively.
Vibration is applied to the soil particles contacted by the probes 10 and 11, thereby reducing the adhesion resistance and frictional resistance between the probes 10 and 11 and the soil, and reducing the penetration force required to penetrate the probes 10 and 11. Can be done.

【0028】探針10,11を貫入させる際、各探針1
0,11に振動を与える場合と与えない場合との違いを
比較するために実験を行った。
When penetrating the probes 10, 11, each probe 1
An experiment was performed to compare the difference between the case where vibration was applied to 0 and 11 and the case where vibration was not provided.

【0029】実験で使用した土壌は乾燥したローム土で
あり、地表から深さ12cmの位置に埋設物25を埋め
た。各探針10,11の貫入角度を45°とし、各探針
10,11の送り速度を毎秒2.5mmとして、各探針
10,11の先端の地表からの垂直深さHと、その時に
必要な貫入力Wとを調べた。各探針10,11の先端が
埋設物25に当接したか否かの判断は垂直深さH=12
cm以上になった時点を当接したと判断する。
The soil used in the experiment was dry loam soil, and a buried object 25 was buried at a depth of 12 cm from the surface of the ground. The penetration angle of each of the probes 10, 11 is 45 °, the feed speed of each of the probes 10, 11 is 2.5 mm per second, the vertical depth H of the tip of each of the probes 10, 11 from the ground surface, The necessary penetration force W was examined. The determination as to whether or not the tips of the probes 10, 11 have contacted the buried object 25 is made by determining the vertical depth H = 12.
It is determined that the contact has been made when the distance has reached cm or more.

【0030】この実験では比較するため4種類の貫入方
法A,B,C,Dの実験を行った。貫入方法Aは、各探
針10,11に振動を与えずに貫入を行う方法である。
貫入方法Bは、各探針10,11の先端を中心とし基端
部側をゆっくりとこじりながら力を加え、貫入を行う方
法である。貫入方法Cは、図5(a)の貫入用加振器5
8を用いて、軸線L6,L7を含む平面内で各探針1
0,11を振動させながら貫入を行う方法である。貫入
方法Dは、図5(b)の貫入用加振器58を用いて、各
探針10,11が軸線L6,L7に垂直な平面内で円運
動するように摺動しながら貫入を行う方法である。貫入
方法Cおよび貫入方法Dにおいて、各貫入用加振器58
の振動数は122Hzに設定した。図6は、上述の実験
の結果を示すグラフである。縦軸は各探針10,11を
貫入さすのに必要な貫入力Wであり、横軸は各探針1
0,11の先端の地表からの深さを示す垂直深さHであ
る。
In this experiment, four types of penetration methods A, B, C, and D were used for comparison. The penetrating method A is a method of penetrating without giving vibration to each of the probes 10 and 11.
Penetration method B is a method in which a force is applied while slowly prying the base end side around the tip of each of the probes 10 and 11 to perform the penetration. The penetrating method C is shown in FIG.
8, each probe 1 in a plane including the axes L6 and L7.
This is a method of penetrating while vibrating 0 and 11. In the penetrating method D, the penetrating is performed by using the penetrating vibrator 58 of FIG. 5B while sliding so that each of the probes 10 and 11 moves circularly in a plane perpendicular to the axes L6 and L7. Is the way. In the penetration method C and the penetration method D, each of the vibration exciters 58 for penetration is used.
Was set to 122 Hz. FIG. 6 is a graph showing the results of the above-described experiment. The vertical axis is the penetration force W required to penetrate each of the probes 10 and 11, and the horizontal axis is each probe 1
The vertical depth H indicates the depth of the tip of 0, 11 from the ground surface.

【0031】グラフからわかるように、貫入方法Aでは
垂直深さH=3cm付近から貫入力Wが上下に変動しつ
つ徐々に増加し、埋設物25が埋め込まれる垂直深さH
=12cmに近付くにつれて傾きが増し、貫入力Wが5
kgを超えてもH=12cmに達しない。貫入方法Bで
は、垂直深さH=3cmの辺りから貫入力Wはほぼ直線
状に上昇し、H=11.5cmの辺りから急に上昇し、
最終的に埋設物25に当接するのに約4.5kgの力が
必要である。貫入方法Cでは垂直深さH=6cmの辺り
まで貫入力はほぼ0kgであり、そこから上昇し、垂直
深さH=9cm、貫入力W=1kgの辺りで一旦下降し
た後、埋設物25に当接するまで貫入力Wは上昇し、最
終的に貫入力W=約4.5kgで埋設物25に当接す
る。貫入方法Dでは、垂直深さH=9cm辺りで一旦貫
入力Wが若干上昇するものの、垂直深さH=11.5c
mまで貫入力Wはほぼ0kgであり、そこから急激に上
昇し、埋設物25に当接するときの貫入力Wは1.75
kgである。したがって貫入方法Dの埋設物25に当接
するときの貫入力は他の貫入方法A,B,Cに比べて半
分以下の力である。さらに、埋設物25が埋まる手前5
mmまで貫入力Wはほぼ0kgであり、そこから急激に
上昇するため、他の貫入方法A,B,Cに比べて埋設物
25に当接したか否かの判断が非常に容易である。
As can be seen from the graph, in the penetration method A, the penetration depth W gradually increases while fluctuating vertically from the vicinity of the vertical depth H = 3 cm, and the vertical depth H at which the buried object 25 is embedded.
= 12 cm, the slope increases and the penetration force W becomes 5
Even if it exceeds kg, H does not reach 12 cm. In the penetration method B, the penetration force W rises almost linearly from around the vertical depth H = 3 cm, and rises sharply from around H = 11.5 cm,
About 4.5 kg of force is required to finally contact the buried object 25. In the penetration method C, the penetration force is approximately 0 kg up to the vertical depth H = 6 cm, and then rises, descends once at the vertical depth H = 9 cm, and the penetration force W = 1 kg. Until it comes into contact, the penetration force W rises and finally comes into contact with the buried object 25 at a penetration force W of about 4.5 kg. In the penetration method D, although the penetration force W slightly rises once at the vertical depth H = 9 cm, the vertical depth H = 11.5c
The penetration force W is almost 0 kg up to m, from which it rises rapidly, and the penetration force W when contacting the buried object 25 is 1.75.
kg. Therefore, the penetration force when abutting against the buried object 25 of the penetration method D is less than half the force of the other penetration methods A, B and C. Furthermore, before the buried object 25 is buried 5
mm, the penetration force W is almost 0 kg, and rises sharply from there. Therefore, it is very easy to determine whether or not it has contacted the buried object 25 as compared with the other penetration methods A, B, and C.

【0032】[0032]

【発明の効果】以上のように本発明に従えば地中埋設物
の形状の影響をあまり受けることなく受振用探針と発振
用探針の先端を地中埋設物に当接させることが可能であ
る。また、各探針に貫入用加振器をそれぞれ設けること
によって各探針の貫入を滑らかにできるため、地中埋設
物に当接したか否かの判断も容易に行うことができる。
そのため、当接した状態での貫入を速やかに停止でき
る。
As described above, according to the present invention, the tip of the vibration receiving probe and the tip of the oscillation probe can be brought into contact with the underground object without being greatly affected by the shape of the object. It is. In addition, since the penetration of each probe can be made smooth by providing the vibration exciter for each probe, it is possible to easily determine whether or not the probe has contacted the underground object.
Therefore, the penetration in the contact state can be stopped quickly.

【0033】さらに、前期貫入用加振器を各探針の軸線
に垂直な平面に対して各探針が円運動するように振動を
与えることによってさらに滑らかに各探針を地中に貫入
させることができるため、地中埋設物に当接したか否か
の区別がより明確になる。
Further, by vibrating the penetrating vibrator in such a manner that each probe makes a circular motion with respect to the plane perpendicular to the axis of each probe, each probe penetrates into the ground more smoothly. Therefore, the distinction as to whether or not it has contacted the underground buried object becomes clearer.

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

【図1】本発明の実施の一形態である探針貫入装置1を
示す正面図である。
FIG. 1 is a front view showing a probe penetration device 1 according to an embodiment of the present invention.

【図2】データ処理装置13のブロック図である。FIG. 2 is a block diagram of a data processing device 13;

【図3】発振用探針10と受振用探針11の連結状態を
示す簡略化した正面図である。
FIG. 3 is a simplified front view showing a connected state of an oscillation probe 10 and a vibration receiving probe 11;

【図4】探知部2の断面図である。FIG. 4 is a cross-sectional view of the detection unit 2.

【図5】貫入用加振器58の各例を示す断面図である。FIG. 5 is a cross-sectional view showing each example of a vibration exciter 58 for penetration.

【図6】各探針10,11の貫入力Wと垂直深さHの関
係を示すグラフである。
FIG. 6 is a graph showing the relationship between the penetration input W of each of the probes 10 and 11 and the vertical depth H.

【符号の説明】[Explanation of symbols]

1 探針貫入装置 2 探知部 3 ロボットアーム 4 台車 9 ロボット制御装置 10 発振用探針 11 受振用探針 13 データ処理装置 25 埋設物 37 ケーシング 46 揺動部材 47 第1連結部材 48 第2連結部材 57 リンク機構 58 貫入用加振器 REFERENCE SIGNS LIST 1 probe penetrating device 2 detecting unit 3 robot arm 4 carriage 9 robot control device 10 oscillation probe 11 vibration receiving probe 13 data processing device 25 embedded object 37 casing 46 rocking member 47 first connecting member 48 second connecting member 57 Link mechanism 58 Penetrating shaker

フロントページの続き (72)発明者 飯高 不二男 神奈川県相模原市青葉1−14−4 (72)発明者 中山 章弘 岐阜県各務原市川崎町1番地 川崎重工業 株式会社岐阜工場内 (72)発明者 木村 智納 岐阜県各務原市川崎町1番地 川崎重工業 株式会社岐阜工場内 (72)発明者 宇野 昌嘉 岐阜県各務原市川崎町1番地 川崎重工業 株式会社岐阜工場内Front Page Continuation (72) Inventor Fujio Iitaka 1-14-4 Aoba, Sagamihara City, Kanagawa Prefecture (72) Inventor Akihiro Nakayama 1 Kawasaki-cho, Kakamigahara City, Gifu Prefecture Kawasaki Heavy Industries Ltd. Gifu Factory (72) Inventor Satoshi Kimura No. 1 Kawasaki-cho, Kakamigahara-shi, Gifu Kawasaki Heavy Industries, Ltd. Gifu factory (72) Inventor Masayoshi Uno Kawasaki-cho, Kakamigahara city, Gifu Prefecture Kawasaki Heavy Industries, Ltd. Gifu factory

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地中埋設物に振動を与えるための発振用
探針と、 地中埋設物からの弾性波を受振する受振用探針と、 前記発振用探針および前記受振用探針を地中に貫入する
ための貫入手段とを備える探針貫入装置において、 両端部に結合部を有し、中間部が前記貫入手段によって
揺動自在に軸支される揺動部材と、 前記揺動部材の一方の結合部と前記発振用探針とをピン
結合する第1連結部材と、 前記揺動部材の他方の結合部と前記受振用探針とをピン
結合する第2連結部材と、 前記発振用探針および前記受振用探針を直線的に案内す
る直線案内手段とを含むことを特徴とする探針貫入装
置。
1. An oscillation probe for applying vibration to an underground object, a vibration probe for receiving an elastic wave from an underground object, and the oscillation probe and the vibration probe. A probe penetrating device comprising: a penetrating means for penetrating into the ground; a rocking member having coupling portions at both ends and an intermediate portion pivotally supported by the penetrating means; A first connecting member that pin-connects one connecting portion of the member to the oscillation probe; a second connecting member that pin-connects the other connecting portion of the swinging member to the vibration receiving probe; A penetrating device comprising: an oscillating probe; and linear guide means for linearly guiding the vibration-receiving probe.
【請求項2】 前記発振用探針および前記受振用探針
に、振動を与える貫入用加振器が取付けられることを特
徴とする請求項1記載の探針貫入装置。
2. The probe penetrating device according to claim 1, wherein a penetrating vibrator for applying vibration is attached to the oscillation probe and the vibration receiving probe.
【請求項3】 前記貫入用加振器は、各探針の軸線に垂
直な平面において各探針の先端が円運動するように振動
を与えることを特徴とする請求項2記載の探針貫入装
置。
3. The probe penetrating device according to claim 2, wherein the penetrating vibrator applies vibration such that the tip of each probe makes a circular motion on a plane perpendicular to the axis of each probe. apparatus.
JP30799195A 1995-11-27 1995-11-27 Tip penetration device Expired - Lifetime JP2742035B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30799195A JP2742035B2 (en) 1995-11-27 1995-11-27 Tip penetration device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30799195A JP2742035B2 (en) 1995-11-27 1995-11-27 Tip penetration device

Publications (2)

Publication Number Publication Date
JPH09145848A true JPH09145848A (en) 1997-06-06
JP2742035B2 JP2742035B2 (en) 1998-04-22

Family

ID=17975598

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30799195A Expired - Lifetime JP2742035B2 (en) 1995-11-27 1995-11-27 Tip penetration device

Country Status (1)

Country Link
JP (1) JP2742035B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756060A (en) * 2016-04-08 2016-07-13 徐玉杰 Mixing pile machine with drill pipes being automatically connected

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756060A (en) * 2016-04-08 2016-07-13 徐玉杰 Mixing pile machine with drill pipes being automatically connected

Also Published As

Publication number Publication date
JP2742035B2 (en) 1998-04-22

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