JP2741653B2 - Drilling tube for chemical injection - Google Patents

Drilling tube for chemical injection

Info

Publication number
JP2741653B2
JP2741653B2 JP14407294A JP14407294A JP2741653B2 JP 2741653 B2 JP2741653 B2 JP 2741653B2 JP 14407294 A JP14407294 A JP 14407294A JP 14407294 A JP14407294 A JP 14407294A JP 2741653 B2 JP2741653 B2 JP 2741653B2
Authority
JP
Japan
Prior art keywords
drilling
pipe
drilling tube
ground
camera
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
Application number
JP14407294A
Other languages
Japanese (ja)
Other versions
JPH07331647A (en
Inventor
彰 中井
Original Assignee
トシマ建設工業株式会社
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 トシマ建設工業株式会社 filed Critical トシマ建設工業株式会社
Priority to JP14407294A priority Critical patent/JP2741653B2/en
Publication of JPH07331647A publication Critical patent/JPH07331647A/en
Application granted granted Critical
Publication of JP2741653B2 publication Critical patent/JP2741653B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Investigating Materials By The Use Of Optical Means Adapted For Particular Applications (AREA)
  • Geophysics And Detection Of Objects (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、トンネル、基礎等の各
種地中構造物の構築に際して、地中構造物の周辺部地盤
を強化する目的で、地中に薬液を注入するための薬液注
入用削孔管に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a chemical injection for injecting a chemical into the ground for the purpose of strengthening the ground around the underground structure when constructing various underground structures such as tunnels and foundations. For drilling pipes

【0002】[0002]

【従来の技術】従来より、地中構造物を構築する際に
は、構造物の周辺部地盤の強化とか止水等の目的で、予
め地上から掘削孔を穿設して地中の所定範囲に薬液を注
入する地盤改良が行われる。
2. Description of the Related Art Conventionally, when constructing an underground structure, a drilling hole is previously drilled from the ground for the purpose of strengthening the ground around the structure or stopping water, etc. The ground improvement to inject a chemical solution into the ground is performed.

【0003】従来における薬液注入法としては、ボーリ
ング装置により回転力が与えられるボーリングロッドの
上端にウオータースイベルを介して給水ホースを接続
し、下端に掘削刃を有するボーリングロッドを、下端か
ら水を噴射させながら回転して地中内へ所定の深さまで
押し込み、適宜ロッドを継ぎ足しながら所定の深さまで
掘り下げたのち、ロッド下端から薬液を送水ポンプ圧に
より噴出させながらロッドを上方へ引き上げることで地
中内に薬液による固結体の層を構築する。
[0003] As a conventional chemical liquid injection method, a water supply hose is connected via a water swivel to an upper end of a boring rod to which a rotating force is applied by a boring device, and a boring rod having a drilling blade at a lower end is sprayed with water from the lower end. Rotate while pushing it into the ground to a predetermined depth, dug down to a predetermined depth while adding a rod appropriately, and then pull up the rod upward while ejecting the chemical solution from the lower end of the rod by the water pump pressure Next, a layer of the solidified body by the chemical solution is constructed.

【0004】[0004]

【発明が解決すべき課題】この薬液注入工事は、都市開
発が進むにつれてその需要度が増大しているが、都市部
では、地中内にガス管、水道管、下水管等の管類あるい
は電話・電力ケーブル類の共同溝等の埋設物が数多く埋
設されているために、工事を行う際には予め工事現場の
付近におけるこれらの埋設物の有無を調査することが事
前に必要となる。
The demand for this chemical solution injection work is increasing as urban development progresses. In urban areas, however, pipes such as gas pipes, water pipes, sewage pipes, etc. Since many buried objects such as common trenches for telephone and power cables are buried, it is necessary to investigate beforehand the presence or absence of these buried objects near the construction site before starting construction.

【0005】勿論、前記のような埋設物の存在が確認さ
れている場所での薬液注入はできるだけ避けることにな
るが、一部の埋設物は国道等の下などその存在が確認し
難い場所に位置している場合があり、このような場所で
必要上どうしても薬液注入を行わなければならない場合
には、埋設物が存在していると推定される深度の上部ま
でボーリングを行うこととなる。
Needless to say, it is necessary to avoid injecting a chemical solution in a place where the presence of the above-mentioned buried object is confirmed. However, a part of the buried object is located in a place where its existence is difficult to be confirmed, such as under a national road. In some cases, the chemical solution must be injected in such a place if necessary. In such a case, the boring is performed to the upper part of the depth where the buried object is presumed to be present.

【0006】このように、埋設物が存在していると推定
される地中に対してボーリングを行う場合には、埋設物
の深さが具体的に不明なために、ボーリングロッドを回
転させながら掘削すると、つい誤って埋設物を破損して
しまい大事故を発生する原因となる。そのため、従来で
はこのような事故の発生を防ぐために、埋設物が存在し
ていると推定される地中に対しては、ボーリングロッド
の下端から水を噴射させながらロッドを上下運動するこ
とで掘削する方法がとられているが、このような方法で
は、埋設物の損傷防止策として適切とはいえず、しかも
能率がきわめて劣るという問題がある。
[0006] As described above, when boring is performed in the ground where the buried object is presumed to exist, the depth of the buried object is not specifically known, so that the boring rod is rotated. Excavation may cause accidental damage to buried objects, causing a major accident. Conventionally, to prevent such accidents from occurring, excavation is performed by moving the boring rod up and down while spraying water from the lower end of the boring rod into the underground where it is estimated that buried objects exist. However, such a method is not appropriate as a measure for preventing damage to a buried object, and has a problem that the efficiency is extremely poor.

【0007】[0007]

【課題を解決するための手段】本発明は、このような埋
設物が存在していると推定される地中に対するボーリン
グに際しての問題点を解消することを目的としたもので
あり、その具体的手段として、地中に地盤改良用固結体
を構築するための薬液注入用削孔管において、削孔管の
下端内部に削孔用の注水ホースノズルと小型TVカメラ
もしくは内視鏡を該削孔管内壁に対して回転自在に設
け、前記削孔管の上端に長さ方向に二割りに開閉可能な
接続管を継ぎ足すことを特徴とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the problem of boring in the ground where it is presumed that such a buried object exists. As a means, in a drilling pipe for chemical liquid injection for constructing a solid body for soil improvement in the ground, a water injection hose nozzle for drilling and a small TV camera or endoscope are provided inside the lower end of the drilling pipe. It is characterized in that it is rotatably provided with respect to the inner wall of the bored pipe, and a connecting pipe that can be opened and closed in a length direction is added to the upper end of the bored pipe.

【0008】削孔管の下端内部に削孔用の注水ホースノ
ズルと小型TVカメラもしくは内視鏡を該削孔管内壁に
対して回転自在に設けるための手段としては、削孔管の
下端部内壁に、該内壁を閉塞するような円盤状ホルダー
を回転自在に設けて、削孔管内に導通した注水ホースの
先端のノズルおよびカメラ用ケーブルの先端の小型TV
カメラもしくは内視鏡を前記円盤状ホルダーに固定装着
する。
Means for providing a water injection hose nozzle for drilling and a small TV camera or an endoscope inside the lower end of the drilling tube so as to be rotatable with respect to the inner wall of the drilling tube include: On the inner wall, a disc-shaped holder for closing the inner wall is provided rotatably, and a small TV at the tip of the nozzle of the water injection hose and the tip of the camera cable, which are conducted into the drilled pipe.
A camera or endoscope is fixedly mounted on the disc-shaped holder.

【0009】[0009]

【作用】この発明では、削孔管の下端内部に削孔用の注
水ホースノズルと小型TVカメラもしくは内視鏡が、該
削孔管内壁に対して回転自在に設けられているので、削
孔管を地中へ押し込む際に、該削孔管を回転しても該管
内に配管した注水ホースおよびTVカメラ用ケーブルが
捩じれることがなく、削孔管を下端掘削刃より水を噴出
させながら回転して掘削を進め、その過程で小型カメラ
もしくは内視鏡により地中埋設物の存在の有無を地上か
ら監視できるので、埋設物を破損する惧れなく薬液注入
用の掘削孔を安全に穿設することができる。
According to the present invention, since a water injection hose nozzle for drilling and a small TV camera or endoscope are provided inside the lower end of the drilling pipe so as to be rotatable with respect to the inner wall of the drilling pipe. When the pipe is pushed into the ground, the water injection hose and the cable for the TV camera provided in the pipe are not twisted even when the drilled pipe is rotated, and the drilled pipe is spouted with water from the lower excavation blade. The excavation is advanced by rotating, and in the process, the presence or absence of underground objects can be monitored from the ground using a small camera or endoscope, so that the drilling hole for chemical injection can be safely drilled without fear of damaging the underground objects. Can be set up.

【0010】[0010]

【実施例】次に、本発明に係る薬液注入用削孔管を図面
に示す実施例により説明すると、図1は削孔管1(ボー
リングロッド)の全体説明図であり、図2は削孔管1の
下端部の構成を示す拡大断面図である。また図3に示す
ように、この削孔管1は下端に掘削刃2を備えた所定の
長さをもつ削孔管本体1と、この削孔管本体1の上方に
適宜継ぎ足される接続管11とからなり、最初削孔管本
体1がボーリング装置3の回転伝達部4に支持されて回
転を伝えられることで、掘削刃2によって地中に押し込
まれる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a drilling tube for chemical injection according to the present invention will be described with reference to an embodiment shown in the drawings. FIG. 1 is an overall explanatory view of a drilling tube 1 (boring rod), and FIG. It is an expanded sectional view showing the composition of the lower end part of tube 1. As shown in FIG. 3, the drilled pipe 1 has a drilled pipe main body 1 having a drilling blade 2 at a lower end and a predetermined length, and a connecting pipe 11 appropriately extended above the drilled pipe main body 1. The drilling pipe main body 1 is first pushed into the ground by the excavation blade 2 by being supported by the rotation transmitting portion 4 of the boring device 3 and being transmitted rotation.

【0011】前記ボーリング装置3の外部には、注水ポ
ンプ5とテレビ監視装置8とが設けられ、該注水ポンプ
5から延びる二本の注水ホース6とテレビ監視装置8か
ら延びる一本のテレビ用ケーブル9とが、ボーリング装
置3における回転伝達部4の上方に設けられた吊り下げ
ガイド12を介して、前記回転駆動部4に支持された削
孔管本体1の上端から管内に導入され、これらホース6
の先端のノズル7とケーブル9の先端の小型TVカメラ
10とが、削孔管本体1の下端部内壁に対して回転自在
に取り付けられている。
A water injection pump 5 and a television monitoring device 8 are provided outside the boring device 3. Two water injection hoses 6 extending from the water injection pump 5 and one television cable extending from the television monitoring device 8. 9 are introduced into the pipe from the upper end of the drilled pipe main body 1 supported by the rotation drive unit 4 via a suspension guide 12 provided above the rotation transmission unit 4 in the boring device 3. 6
The nozzle 7 at the end of the hole and the small TV camera 10 at the end of the cable 9 are rotatably attached to the inner wall at the lower end of the drilled tube main body 1.

【0012】削孔管本体1の下端部内壁、好ましくは掘
削刃2の真上部分には、該内壁を閉塞するような円盤状
ホルダー13がベアリング14および止水用オーリング
15を介して回転自在に取り付けられており、前記ホー
ス6の先端の注水ノズル7およびケーブル9の先端の小
型TVカメラ10とがこの円盤状ホルダー13に固定装
着されている。なお、前記小型TVカメラ10は内視鏡
であってもよい。
A disk-shaped holder 13 for closing the inner wall of the drilled pipe main body 1, preferably directly above the excavating blade 2, is closed via a bearing 14 and a water-stopping O-ring 15. The water injection nozzle 7 at the end of the hose 6 and the small TV camera 10 at the end of the cable 9 are fixedly mounted on the disc-shaped holder 13. Note that the small TV camera 10 may be an endoscope.

【0013】前記削孔管本体1は、ボーリング装置3の
回転伝達部4により回転されながら前記注水用ホース6
を経てノズル7より水が噴出されることで順次地中に押
し込まれる。図3に示すように、削孔管本体1が所定の
深さまで押し込まれたあと、更に別の削孔管を継ぎ足す
必要がある場合には、前記削孔管本体1の上端に接続管
11が継ぎ足される。この接続管11は図3に示すよう
に、二枚の樋形板16をヒンジ17により長さ方向に開
閉可能に接続して、リングもしくはバンド等の固定具1
8により筒状に閉じた状態が維持できるようになってお
り、両端には削孔管本体1もしくは他の接続管11と接
合できるネジもしくはカップリングによる接続部19を
有している。
The drilling pipe main body 1 is rotated by the rotation transmitting portion 4 of the boring device 3 while the water injection hose 6 is rotated.
, And water is ejected from the nozzle 7 to be sequentially pushed into the ground. As shown in FIG. 3, when it is necessary to add another drilling pipe after the drilling pipe main body 1 is pushed into a predetermined depth, a connecting pipe 11 is attached to the upper end of the drilling pipe main body 1. Is added. As shown in FIG. 3, the connecting pipe 11 connects two gutter-shaped plates 16 by hinges 17 so as to be openable and closable in a longitudinal direction, and fixes the fixture 1 such as a ring or a band.
8, a closed state can be maintained in a cylindrical shape, and both ends have a connection portion 19 formed by a screw or a coupling which can be joined to the drilled tube main body 1 or another connection tube 11.

【0014】この接続管11を削孔管本体1の上端に接
続する際には、二枚の樋形板16をヒンジ17により開
いて、上方の吊り下げガイド12から吊り下げれる注水
ホース6とケーブル9とを内側に包み込んでから閉じ、
固定具18により筒状に固定して下端接続部19を削孔
管本体1の上端に接続し、この接続管11に回転伝達部
4による回転が伝えられるようにして、削孔管本体1を
地中に送り込む。前記のようにして継ぎ足した接続管1
1が地中に送り込まれたときには、この接続管11の上
端に他の別の接続管11を継ぎ足すことにより削孔管本
体1を所定の深さまで押し込むことができる。
When connecting the connecting pipe 11 to the upper end of the drilled pipe main body 1, the two gutter-shaped plates 16 are opened by the hinge 17, and the water injection hose 6 suspended from the upper hanging guide 12 and Wrap the cable 9 inside and close it,
The lower end connecting portion 19 is connected to the upper end of the drilled pipe main body 1 by being fixed in a tubular shape by the fixture 18, and the rotation of the drilling pipe main body 1 is transmitted to the connection pipe 11 by the rotation transmitting portion 4. Send into the ground. Connection pipe 1 added as described above
When the pipe 1 is sent into the ground, the drilled pipe main body 1 can be pushed into a predetermined depth by adding another connection pipe 11 to the upper end of the connection pipe 11.

【0015】[0015]

【発明の効果】本発明の削孔管では、該管内に注水用ホ
ース6とTVカメラ用ケーブル9を導入して、これらの
ホース6とケーブル9の先端のノズル7および小型TV
カメラもしくは内視鏡10とを管の下端内壁に回転可能
に設けた円盤状ホルダー13に固定装着したので、削孔
管1がボーリング装置3により回転されても円盤状ホル
ダー13は回転せず、従ってホース6とケーブル9に捩
じれ与えることなく削孔を行うことができる。
According to the drilling pipe of the present invention, a hose for water injection 6 and a cable 9 for a TV camera are introduced into the pipe, and the nozzle 7 and the small TV set at the tip of the hose 6 and the cable 9 are introduced.
Since the camera or the endoscope 10 is fixedly mounted on the disc-shaped holder 13 rotatably provided on the inner wall of the lower end of the tube, the disc-shaped holder 13 does not rotate even when the drilled tube 1 is rotated by the boring device 3. Therefore, drilling can be performed without giving a twist to the hose 6 and the cable 9.

【0016】削孔管を内部に配置したホース6とケーブ
ル9に捩じれ与えることなく回転できることで、削孔管
を地中に押し込む深さに伴って地上からホース6とケー
ブル9を順次延ばすことができ、削孔管の下端から水を
噴出させると共に、小型TVカメラもしくは内視鏡10
により削孔部の地盤状態を地上から観察しながら、埋設
物20の無い状態を確認して削孔を継続することができ
る。
Since the drilled pipe can be rotated without twisting the hose 6 and the cable 9 in which the drilled pipe is arranged, the hose 6 and the cable 9 can be sequentially extended from the ground according to the depth of pushing the drilled pipe into the ground. Water can be spouted from the lower end of the drilled pipe, and a small TV camera or endoscope 10
Thereby, while observing the ground state of the drilled portion from the ground, the state where there is no buried object 20 can be confirmed and drilling can be continued.

【0017】小型TVカメラもしくは内視鏡10の位置
は削孔管の下端に近く、かつ削孔管の下端からは連続的
に水が噴出していることで、掘削刃2により掘削される
地盤状態を地上の監視装置により容易に確認できるの
で、掘削刃2が地中の埋設物20に接近した場合に掘削
される地盤状態の異常を確認でき、直ちに削孔を停止し
て埋設物20の破損に伴う大事故の発生を未然に防止す
ることができる。
The position of the small TV camera or the endoscope 10 is close to the lower end of the drilling tube, and water is continuously squirting from the lower end of the drilling tube. Since the state can be easily confirmed by the monitoring device on the ground, when the excavating blade 2 approaches the buried object 20 in the ground, it is possible to confirm the abnormality of the ground condition to be excavated. It is possible to prevent the occurrence of a major accident due to damage.

【0018】この外、本発明の削孔管では、この削孔管
を注水用ホースとノズルおよびTVケーブルとカメラを
取り付ける削孔管本体1と、この削孔管本体と接続され
る前記ホースとケーブルとを導通することのできる開閉
可能な接続管11とにより構成したので、削孔管本体と
接続管とを接続する際に注水用ホースやTVケーブルを
取り外す必要なく、接続管の接続操作を水濡れないドラ
イな状態で円滑かつ能率的に行うことができる。
In addition, in the drilling pipe of the present invention, the drilling pipe is provided with a drilling pipe main body 1 for mounting a water injection hose and a nozzle, a TV cable and a camera, and the hose connected to the drilling pipe main body. Since the connection pipe 11 is configured by the openable and closable connection pipe 11 that can conduct the cable, it is not necessary to remove the water injection hose or the TV cable when connecting the drilled pipe main body and the connection pipe. It can be performed smoothly and efficiently in a dry state without getting wet with water.

【0019】更に、本発明の削孔管によれば、小型TV
カメラもしくは内視鏡により地中埋設物の存在を確認し
て事故の発生を未然に防止できるだけでなく、注水用ホ
ースとノズルとを回転する削孔管内に捩じれを与えるこ
となく導通して、削孔の過程で水を噴出することができ
るので、埋設物を破損することなく所定の深さまで削孔
を終えた後には、注水用ノズルより噴出する削孔水を薬
液に切り換えて、削孔内を通して地中に地盤改良用の薬
液を抽出することができ、従来より問題とされていた埋
設物のある部分での薬液注入作業を埋設物の破損を防ぎ
つつ安全に行えるという利点を有する。
Further, according to the drilled tube of the present invention, a small TV
Cameras or endoscopes can be used to confirm the presence of objects buried underground to prevent the occurrence of accidents, and to conduct drilling without twisting the drilling pipe that rotates the water injection hose and nozzle. Since water can be spouted in the process of drilling, after drilling to a predetermined depth without damaging the buried object, the drilling water sprayed from the water injection nozzle is switched to a chemical solution, and the Thus, there is an advantage that a chemical solution for ground improvement can be extracted into the ground through the ground, and a chemical solution injection operation at a part of the buried object, which has conventionally been a problem, can be performed safely while preventing damage to the buried object.

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

【図1】本発明に係る薬液注入用削孔管の全体説明図で
ある。
FIG. 1 is an overall explanatory view of a drilling pipe for chemical injection according to the present invention.

【図2】削孔管の下端部の構成を示す拡大断面図であ
る。
FIG. 2 is an enlarged sectional view showing a configuration of a lower end portion of a drilled pipe.

【図3】削孔管の削孔過程を示す断面図。FIG. 3 is a sectional view showing a drilling process of the drilling tube.

【図4】削孔管本体に接続する接続管の構成を示す斜視
図である。
FIG. 4 is a perspective view showing a configuration of a connection pipe connected to a drilled pipe main body.

【符号の説明】[Explanation of symbols]

1 削孔管本体 2 掘削刃 3 ボーリング装置 4 回転伝達部 5 注水ポンプ 6 注水ホース 7 注水ノズル 8 テレビ監視装置 9 ケーブル 10 小型TVカメラ/内視鏡 11 接続管 12 吊り下げガイド 13 円盤状ホルダー 14 ベアリング 15 オーリング 16 樋形板 17 ヒンジ 18 固定具 19 接続部 20 埋設物 DESCRIPTION OF SYMBOLS 1 Drilling pipe main body 2 Drilling blade 3 Boring device 4 Rotation transmission part 5 Water injection pump 6 Water injection hose 7 Water injection nozzle 8 TV monitoring device 9 Cable 10 Small TV camera / endoscope 11 Connection pipe 12 Hanging guide 13 Disk holder 14 Bearing 15 O-ring 16 Gutter plate 17 Hinge 18 Fixture 19 Connection part 20 Buried object

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地中に地盤改良用固結体を構築するため
の薬液注入用削孔管において、削孔管の下端内部に削孔
用の注水ホースノズルと小型TVカメラもしくは内視鏡
を該削孔管内壁に対して回転自在に設け、前記削孔管の
上端に長さ方向に二割りに開閉可能な接続管を継ぎ足す
ことを特徴とする薬液注入用削孔管。
1. A drilling tube for injecting a chemical solution for constructing a solid body for ground improvement in the ground, wherein a water injection hose nozzle for drilling and a small TV camera or endoscope are provided inside the lower end of the drilling tube. A drilling tube for injecting a chemical solution, wherein the drilling tube is provided rotatably with respect to the inner wall of the drilling tube, and a connecting pipe which can be opened and closed in a length direction is added to an upper end of the drilling tube.
【請求項2】 削孔管の下端部内壁に、該内壁を閉塞す
るような円盤状ホルダーを回転自在に設けて、削孔管内
に導通した注水ホースの先端のノズルおよびカメラ用ケ
ーブルの先端の小型TVカメラもしくは内視鏡を前記円
盤状ホルダーに固定装着した請求項1の薬液注入用削孔
管。
2. A disc-shaped holder rotatably provided on an inner wall at a lower end portion of a drilling tube so as to close the inner wall, and a nozzle at a tip of a water injection hose and a tip of a camera cable connected to the drilling tube. 2. The drilling tube for chemical injection according to claim 1, wherein a small TV camera or an endoscope is fixedly mounted on said disc-shaped holder.
JP14407294A 1994-06-03 1994-06-03 Drilling tube for chemical injection Expired - Lifetime JP2741653B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14407294A JP2741653B2 (en) 1994-06-03 1994-06-03 Drilling tube for chemical injection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14407294A JP2741653B2 (en) 1994-06-03 1994-06-03 Drilling tube for chemical injection

Publications (2)

Publication Number Publication Date
JPH07331647A JPH07331647A (en) 1995-12-19
JP2741653B2 true JP2741653B2 (en) 1998-04-22

Family

ID=15353637

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14407294A Expired - Lifetime JP2741653B2 (en) 1994-06-03 1994-06-03 Drilling tube for chemical injection

Country Status (1)

Country Link
JP (1) JP2741653B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4694139B2 (en) * 2004-04-01 2011-06-08 オリンパス株式会社 microscope
JP4608423B2 (en) * 2005-12-06 2011-01-12 新日本製鐵株式会社 Image shooting device
US9219886B2 (en) * 2012-12-17 2015-12-22 Emerson Electric Co. Method and apparatus for analyzing image data generated during underground boring or inspection activities

Also Published As

Publication number Publication date
JPH07331647A (en) 1995-12-19

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