JP4854428B2 - Tunneling exploration machine - Google Patents

Tunneling exploration machine Download PDF

Info

Publication number
JP4854428B2
JP4854428B2 JP2006224997A JP2006224997A JP4854428B2 JP 4854428 B2 JP4854428 B2 JP 4854428B2 JP 2006224997 A JP2006224997 A JP 2006224997A JP 2006224997 A JP2006224997 A JP 2006224997A JP 4854428 B2 JP4854428 B2 JP 4854428B2
Authority
JP
Japan
Prior art keywords
camera
machine
main body
transparent window
obstacle
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.)
Active
Application number
JP2006224997A
Other languages
Japanese (ja)
Other versions
JP2008050754A (en
Inventor
紘一 荒木
Original Assignee
特定非営利活動法人マイクロサンプリング調査会
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 特定非営利活動法人マイクロサンプリング調査会 filed Critical 特定非営利活動法人マイクロサンプリング調査会
Priority to JP2006224997A priority Critical patent/JP4854428B2/en
Publication of JP2008050754A publication Critical patent/JP2008050754A/en
Application granted granted Critical
Publication of JP4854428B2 publication Critical patent/JP4854428B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

この発明はトンネル掘進工事用探査機、詳しくは、シールド機や推進工法用推進機を用いたトンネル掘進工事の際などに、地中の状況を画像によって視覚的に確認出来るトンネル掘進工事用探査機に関するものである。   The present invention relates to a tunnel excavation exploration device, and more particularly, to a tunnel excavation exploration device that can visually confirm the state of the ground by an image during tunnel excavation work using a shield machine or a propulsion device for propulsion method. It is about.

シールド機や推進工法用推進機などのトンネル掘進用機械を用いたトンネルの掘進工事は、作業能率の良さから近年大いに実施されている。なお、推進工法とは、先端に刃口部を有する管状をした推進機を地中において推進させ、これに管を次々とつないで地下埋設管を地中に敷設して行く工法であり、道路や鉄道の下を横断する比較的小径のトンネル構築の際などに多く用いられている。
なし なし
In recent years, tunnel excavation work using tunnel excavation machines such as shield machines and propulsion machines for propulsion methods has been carried out greatly due to good work efficiency. The propulsion method is a method in which a tubular propulsion machine having a blade edge at the tip is propelled in the ground, and pipes are connected one after another to lay underground underground pipes in the ground. It is often used for construction of relatively small diameter tunnels that cross under railways.
None None

地中には埋設物などの未知の障害物が存在していることがあり、シールド機や推進機などによるトンネル掘進作業中に、掘進予定経路上に未知の障害物が立ちはだかった場合には、掘進作業を一旦中止し、何らかの手段によって障害物の大きさ、材質、種類等その実態を調査し、その調査結果に基づいて、その後の掘進作業の進め方を決め直すことが行われている。   There may be unknown obstacles such as buried objects in the ground, and when unknown obstacles stand on the planned excavation route during tunnel excavation work with shield machine or propulsion machine, The excavation work is temporarily stopped, the size, material, type, etc. of the obstacles are investigated by some means, and the method of proceeding with the excavation work is determined based on the investigation results.

トンネル掘進工事を実施する際には、トンネル敷設予定経路に地下埋設物がないか、事前に十分調査を行うのが普通であるが、事前調査には自ずと限界があり、掘進工事中に未知の障害物に遭遇することも多く、その場合には、上述の通り、調査の為に一旦掘進工事を中断しなければならず、工事の円滑な進捗に重大な影響を与えていた。そして、この障害物の調査は、地表から障害物に向かって縦坑を掘り進めて障害物を直接目で確かめたり、その一部をサンプルとして採取したり、障害物に向かって電磁波を照射することなどによって行われているが、前者の場合には、その実施に多大な労力及び資材を必要とすると共に、地下トンネルや埋設物が錯綜混在している市街地などでは実施不可能な場合もあった。   When conducting tunnel excavation work, it is normal to conduct a thorough investigation in advance to determine whether there are underground objects in the planned tunnel laying route.However, the preliminary investigation has its own limitations and is unknown during the excavation work. In many cases, obstacles were encountered. In this case, as described above, the excavation work had to be interrupted for the investigation, which had a serious impact on the smooth progress of the work. And this obstacle investigation is conducted by digging a vertical pit from the surface to the obstacle and confirming the obstacle directly with eyes, collecting a part of it as a sample, or irradiating the obstacle with electromagnetic waves However, in the former case, the implementation requires a great deal of labor and materials, and in some cases it is impossible to implement in urban areas where underground tunnels and buried objects are mixed. It was.

一方、後者の場合には、シールド機や推進機などの先端に発振器を位置させ、これから障害物に向かって電磁波を発射する様にすれば、比較的スムーズに調査を実施出来、市街地などでも調査可能であるという長所があるが、精密高価な電子機器を用意する必要があり、データの解析にも経験と熟練が必要で、現在の技術レベルでは障害物の鮮明な画像を得ることも出来ない為、前者に比べてコスト的、精度的に問題があると言わざるを得なかった。   On the other hand, in the latter case, if an oscillator is positioned at the tip of a shield machine or propulsion machine and electromagnetic waves are emitted toward the obstacle from now on, the survey can be conducted relatively smoothly, and surveys can be conducted even in urban areas. It has the advantage that it is possible, but it is necessary to prepare precise and expensive electronic equipment, experience and skill in data analysis are also required, and it is not possible to obtain clear images of obstacles at the current technical level Therefore, it must be said that there is a problem in terms of cost and accuracy compared to the former.

本発明者は、シールド機や推進機を用いたトンネル掘進工事の際の障害物の調査についての上記問題点を解決すべく研究を行った結果、従来の電磁波による調査とほぼ同じ程度の手軽さで障害物の鮮明な画像を得ることが出来る便利なトンネル掘進工事用探査機を開発することに成功し、本発明としてここに提案するものである。   The present inventor has conducted research to solve the above-mentioned problems regarding the investigation of obstacles during tunnel excavation work using shield machines and propulsion machines. We have succeeded in developing a convenient tunneling exploration machine capable of obtaining clear images of obstacles, and are proposed here as the present invention.

先端が隔壁2によって閉塞されている細長い円筒状をなした本体1の前記隔壁2に高圧水噴射ノズル4、地盤改良用薬液吐出口5、泥水吸引口6、カメラ用透明窓7をそれぞれ設け、本体1内に配設されている高圧水供給管8、地盤改良用薬液供給管9、泥水吸引管10にそれぞれ接続すると共に、カメラ用透明窓7を通して本体1内のTVカメラ20で外部を撮影出来る様にすることにより、上記課題を解決した。   A high-pressure water spray nozzle 4, a ground improvement chemical solution discharge port 5, a muddy water suction port 6, and a camera transparent window 7 are provided on the partition wall 2 of the elongated cylindrical body 1 whose tip is closed by the partition wall 2, respectively. Connected to the high-pressure water supply pipe 8, the ground improvement chemical supply pipe 9, and the muddy water suction pipe 10 disposed in the main body 1, and the outside is photographed by the TV camera 20 in the main body 1 through the camera transparent window 7. The above problems were solved by making it possible.

このトンネル掘進工事用探査機はシールド機や推進機の先端刃口部13に形成されている汎用の機器取付用バルブ17に挿入可能な細長い外形をなしており、トンネルの掘進工事の途中で未知の障害物12に遭遇したときは、これをシールド機や推進機の先端刃口部13に装着し、これを操作すれば、障害物12の鮮明な画像を簡単に得ることが出来る。又、それ自体コンパクトな機器であり、各種トンネルや埋設物が錯綜混在している市街地などでも容易に障害物12に接近させることが可能で、状況によってはシールド機や推進機に装着せず、地表面18から直接障害物12に向けて接近させても良く、応用範囲が広く、極めて高い実用的価値を有する。   This spacecraft for tunneling construction has a slender outer shape that can be inserted into a general-purpose device mounting valve 17 formed in the tip edge portion 13 of a shield machine or propulsion machine, and is unknown during tunnel construction work. When the obstacle 12 is encountered, it is attached to the tip edge part 13 of the shield machine or the propulsion machine, and if this is operated, a clear image of the obstacle 12 can be easily obtained. In addition, it is a compact device itself, and can be easily approached to the obstacle 12 even in an urban area where various tunnels and buried objects are mixed, and depending on the situation, it is not attached to a shield machine or propulsion machine. It may be approached directly from the ground surface 18 toward the obstacle 12, has a wide application range, and has extremely high practical value.

シールド機や推進機の先端刃口部13に形成されている汎用の機器取付用バルブ17に挿入出来る細長い筒状をなした本体1の前面に高水圧噴射ノズル4、地盤改良用薬液吐出口5、泥水吸引口6、カメラ用透明窓7を設け、それ自体で水力掘進、地盤改良、掘削土砂の吸引を行う様になっていると共に、カメラ用透明窓7を通して本体内のTVカメラ20で障害物の画像を得られる様になっている点に最大の特徴が存在する。   A high water pressure injection nozzle 4 and a ground solution improving chemical solution discharge port 5 are formed on the front surface of the main body 1 having a long and narrow cylindrical shape that can be inserted into a general-purpose device mounting valve 17 formed in a tip blade portion 13 of a shield machine or a propulsion device. In addition, the mud water suction port 6 and the transparent window 7 for the camera are provided to perform hydraulic excavation, ground improvement, and excavation earth and sand by itself, and the TV camera 20 in the main body is obstructed through the transparent window 7 for the camera. The greatest feature exists in that an image of an object can be obtained.

図1はこの発明に係るトンネル掘進工事用探査機の一実施例の斜視図である。図中1はこのトンネル掘進工事用探査機の本体であり、堅牢な金属を素材とし、シールド機や推進機の先端刃口部13に形成されている汎用の機器取付用バルブ17に挿入可能な細長い円筒状をなしており、その前方側先端は堅牢な隔壁2によって閉塞されている。そして、この隔壁2の外縁には複数の掘進用硬質チップ3が間隔をあけて固着されており、本体1に回転運動を付与しながら前方に押圧することにより、地中において掘進することが出来る様になっている。又、この本体1は同径のエクステンションチューブ19をその後端に継ぎ足すことにより、その全長を任意に延長出来る様になっている。   FIG. 1 is a perspective view of an embodiment of a tunneling exploration machine according to the present invention. In the figure, reference numeral 1 denotes a main body of the tunnel digging exploration machine, which is made of a solid metal and can be inserted into a general-purpose equipment mounting valve 17 formed at the tip edge portion 13 of a shield machine or a propulsion machine. It has an elongated cylindrical shape, and its front end is closed by a solid partition 2. A plurality of excavation hard chips 3 are fixed to the outer edge of the partition wall 2 at intervals, and can be excavated in the ground by pressing forward while applying a rotational motion to the main body 1. It is like. The main body 1 can be arbitrarily extended in length by adding an extension tube 19 having the same diameter to the rear end thereof.

一方、この隔壁2には、その表裏を貫いて高圧水噴射ノズル4、地盤改良用薬液吐出口5、泥水吸引口6、カメラ用透明窓7がそれぞれ取付けられている。なお、この実施例においては、高圧水噴射ノズル4は等間隔で3個設けられているが、必ずしも3個に限る必要はなく、必要に応じてほかの個数であっても良い。同様に、この実施例においては、瞬結及び中結タイプの地盤改良用薬液を併用する複相式注入法を用いているので、地盤改良用薬液吐出口5は2個設けられているが、用いるべき地盤改良用薬液に応じて地盤改良用薬液吐出口5の数が決定されることはもちろんである。なお、前述のカメラ用透明窓7は常時取付けるのではなく、通常はゴム製などの盲蓋で閉塞しておき、必要に応じてこの盲蓋に代えて取付ける様にしても良い。ちなみに、この実施例において、本体1の外径は48.6mm、内径は38.6mm、メガネ用透明窓7の径は18.7mm、泥水吸引口6の径は13.00mmである。   On the other hand, a high pressure water injection nozzle 4, a ground improvement chemical solution discharge port 5, a muddy water suction port 6, and a camera transparent window 7 are respectively attached to the partition wall 2 through the front and back. In this embodiment, three high-pressure water injection nozzles 4 are provided at equal intervals, but the number is not necessarily limited to three, and may be any other number as necessary. Similarly, in this embodiment, since the multiphase injection method using a combination of instantaneous and intermediate-type ground solution is used, two ground solution discharge ports 5 are provided. Of course, the number of the ground improvement chemical solution discharge ports 5 is determined according to the ground improvement chemical solution to be used. The above-described transparent window for camera 7 is not always attached, but is usually closed with a blind lid made of rubber or the like, and may be attached instead of this blind lid as necessary. Incidentally, in this embodiment, the main body 1 has an outer diameter of 48.6 mm, an inner diameter of 38.6 mm, the glasses transparent window 7 has a diameter of 18.7 mm, and the muddy water suction port 6 has a diameter of 13.00 mm.

一方、本体1の内側空間内には、前記高圧水噴射ノズル4、地盤改良用薬液吐出口5、泥水吸引口6にそれぞれ接続された高圧水供給管8、地盤改良用薬液供給管9、泥水吸引管10が配設されており、それぞれ図示せざる高圧水供給装置、地盤改良用薬液供給装置から高圧水及び地盤改良用薬液の供給及び泥水吸引装置による泥水の吸引が行われる様になっている。   On the other hand, in the inner space of the main body 1, a high-pressure water supply pipe 8 connected to the high-pressure water injection nozzle 4, a ground improvement chemical solution discharge port 5, and a muddy water suction port 6, a ground improvement chemical solution supply tube 9, and muddy water, respectively. A suction pipe 10 is disposed, and high pressure water and ground improvement chemical solution supply from a high pressure water supply device and ground improvement chemical solution supply device (not shown) and muddy water suction by the muddy water suction device are performed, respectively. Yes.

又、カメラ用透明窓7の内側にはCCDカメラなどの小型のTVカメラ20が前記カメラ用透明窓7を通して前方側を撮影出来る様に装着されている。なお、このTVカメラ20は必ずしも常時装着しておく必要は必ずしもなく、必要なときに装着する様にしても良い。又、この本体1は図示せざる回転手段によって回転運動を行うと共に前後進する様になっている。   A small TV camera 20 such as a CCD camera is mounted inside the camera transparent window 7 so that the front side can be photographed through the camera transparent window 7. The TV camera 20 does not necessarily have to be always mounted, and may be mounted when necessary. The main body 1 is rotated and rotated forward and backward by rotating means (not shown).

次に、この実施例の使用方法について説明する。シールド機や推進機によるトンネル掘進作業中に掘進経路上に未知の障害物12が出現し、掘進作業が滞ったときは、掘進作業を一時中止し、作業中のシールド機あるいは推進機を一旦後退させる。この状態で、図2に示す様に、このシールド機や推進機の先端刃口部13に設けられている汎用の機器取付用バルブ17に本体1を挿入し、図示せざる駆動手段によって、本体1を回転させつつ、高圧水噴射ノズル4から高圧水を前方に向かって噴射させながら障害物12方向へ向かって本体1を前進させ、障害物12付近の地山掘削を行う。なお、この際、本体1の後端に適宜エクステンションチューブ19を継ぎ足して本体1先端が障害物12近傍に届く様にする。そして、この高圧水による地山掘削の後、地山掘削によって生じた土砂を含んだ泥水を泥水吸引口6から吸引し、しかる後に図3に示す様に、地盤改良用薬液吐出口5から地盤改良用薬液を吐出させ、障害物12近傍に地盤改良された区域21を形成し、再度高圧水噴射ノズル4から高圧水を噴射して、カメラ用透明窓7前面の土砂を切削し、泥水吸引口6からその際に生じた土砂を含んだ泥水を吸引排出して障害物12近傍に空間15を形成して、障害物12の一部をこの空間15内に露出させ、この状態でカメラ用透明窓7からTVカメラ20によって障害物12を撮影して、障害物12の画像を得る。そして、この画像を解析することにより障害物12の大きさや種類等を判別し、その処理方法などの検討資料として用いる。   Next, a method of using this embodiment will be described. When an unknown obstacle 12 appears on the excavation route during tunnel excavation work with a shield machine or propulsion machine, the excavation work is temporarily stopped, and the excavation work is temporarily suspended, and the shield machine or propulsion machine being worked on is temporarily retracted. Let In this state, as shown in FIG. 2, the main body 1 is inserted into a general-purpose device mounting valve 17 provided at the tip edge portion 13 of this shield machine or propulsion machine, and the main body is driven by a driving means (not shown). While rotating 1, the main body 1 is advanced toward the obstacle 12 while high pressure water is jetted forward from the high pressure water jet nozzle 4, and natural ground excavation near the obstacle 12 is performed. At this time, an extension tube 19 is appropriately added to the rear end of the main body 1 so that the front end of the main body 1 reaches the vicinity of the obstacle 12. Then, after excavating the natural ground with this high-pressure water, the mud containing the earth and sand generated by the natural excavation is sucked from the mud water suction port 6, and then, as shown in FIG. A chemical solution for improvement is discharged, a ground improved region 21 is formed in the vicinity of the obstacle 12, high pressure water is sprayed again from the high pressure water spray nozzle 4, the earth and sand in front of the transparent window 7 for the camera is cut, and mud water is sucked. Muddy water containing earth and sand generated at that time is sucked and discharged from the mouth 6 to form a space 15 in the vicinity of the obstacle 12, and a part of the obstacle 12 is exposed in the space 15. The obstacle 12 is photographed by the TV camera 20 from the transparent window 7 to obtain an image of the obstacle 12. Then, by analyzing this image, the size, type, etc. of the obstacle 12 are discriminated and used as examination data such as a processing method thereof.

なお、一般的に、多くのシールド機や推進機の先端刃口部13には汎用の機器取付用バルブ17が設けられているので、あらためて機器取付用バルブ17を設ける必要はないが、もし、この機器取付用バルブ17がない場合には、掘進工事に先立って、シールド機や推進機の先端刃口部13に本体1装着用のバルブを形成しておけば良い。   In general, since the general-purpose device mounting valve 17 is provided in the tip blade portion 13 of many shield machines and propulsion devices, it is not necessary to provide the device mounting valve 17 again. When the device mounting valve 17 is not provided, a valve for mounting the main body 1 may be formed in the tip edge portion 13 of the shield machine or the propulsion machine prior to excavation work.

次に、図5及び図6はこのトンネル掘進工事用探査機の他の用法を示したものであり、この用法においては、地表面18から障害物12に向けて本体1を垂直に位置させ、高圧水による水力掘削と泥水吸引を行うと共に、地盤改良用薬液の注入による地盤改良を行った後、TVカメラ前面の土砂を排除し、空間15を形成し、障害物12のTVカメラ20による撮影を行う。   Next, FIG. 5 and FIG. 6 show another usage of the exploration machine for tunneling construction. In this usage, the main body 1 is positioned vertically from the ground surface 18 toward the obstacle 12, and After performing hydraulic excavation and mud suction with high-pressure water and ground improvement by injecting chemical solution for ground improvement, the earth and sand in front of the TV camera is removed, a space 15 is formed, and the obstacle 12 is photographed by the TV camera 20 I do.

以上、述べた通り、この発明に係るトンネル掘進工事用探査機はシールド機や推進機の先端刃口部12に形成されている機器取付用バルブ17に挿入可能な細長い外形をなしており、トンネルの掘進工事の途中で未知の障害物12に遭遇したときは、これをシールド機や推進機の先端刃口部13に装着し、これを操作すれば、障害物12の鮮明な画像を簡単に得ることが出来る。又、それ自体、細長いコンパクトな機器であり、各種トンネルや埋設物が錯綜混在している市街地などでも容易に障害物に接近させることが可能で、状況によってはシールド機に装着せず、地表面18から直接障害物12に向けて接近させることも出来、応用範囲が広く、極めて高い実用的価値を有するものである。   As described above, the tunnel excavator for tunnel excavation work according to the present invention has an elongated outer shape that can be inserted into the device mounting valve 17 formed at the tip edge portion 12 of the shield machine or the propulsion machine. When an unknown obstacle 12 is encountered during the excavation work, it is attached to the tip edge 13 of the shield machine or propulsion device, and if this is operated, a clear image of the obstacle 12 can be easily obtained. Can be obtained. In addition, it is a long and compact device that can easily approach obstacles even in urban areas where various tunnels and buried objects are mixed. It can be made to approach directly from 18 to the obstacle 12, has a wide application range, and has extremely high practical value.

大小を問わず、各種トンネル掘進工事の際に、大いに利用可能である。   It can be used greatly for various tunnel excavation works regardless of size.

この発明に係るトンネル掘進工事用探査機の一実施例の斜視図。The perspective view of one Example of the spacecraft for tunnel digging construction concerning this invention. 本体1をシールド機あるいは推進機の先端刃口部13の機器取付用バルブ17に挿入した状態の側面図。The side view of the state which inserted the main body 1 in the apparatus attachment valve | bulb 17 of the front-end | tip blade part 13 of a shield machine or a propulsion machine. 同じく、本体1を障害物12近傍まで掘進させた状態の側面図。Similarly, the side view of the state which dug the main body 1 to the obstacle 12 vicinity. 同じく、障害物12近傍を地盤改良し、空間15を形成し、撮影可能状態にした側面図。Similarly, the side view in which the vicinity of the obstacle 12 is improved, the space 15 is formed, and the photographing is possible. 本体1を地表面18から直接障害物12近傍まで掘進させた状態の側面図。The side view of the state which dug the main body 1 directly from the ground surface 18 to the obstacle 12 vicinity. 同じく、障害物12近傍を地盤改良し、空間15を形成し、撮影可能状態にした側面図。Similarly, the side view in which the vicinity of the obstacle 12 is improved, the space 15 is formed, and the photographing is possible.

符号の説明Explanation of symbols

1 本体
2 隔壁
3 掘進用硬質チップ
4 高圧水噴射ノズル
5 地盤改良用薬液吐出口
6 泥水吸引口
7 カメラ用透明窓
8 高圧水供給管
9 地盤改良用薬液供給管
10 泥水吸引管
12 障害物
13 先端刃口部
15 空間
17 機器取付用バルブ
18 地表面
19 エクステンションチューブ
20 TVカメラ
21 地盤改良された区域



















DESCRIPTION OF SYMBOLS 1 Main body 2 Bulkhead 3 Hard tip for excavation 4 High pressure water injection nozzle 5 Ground improvement chemical liquid discharge port 6 Mud water suction port 7 Transparent window for camera 8 High pressure water supply pipe 9 Ground improvement chemical liquid supply pipe 10 Mud water suction pipe 12 Obstacle 13 Tip edge 15 Space 17 Equipment mounting valve 18 Ground surface 19 Extension tube 20 TV camera 21 Ground improved area



















Claims (5)

先端が隔壁によって閉塞されている細長い円筒状をなした本体の前記隔壁に高圧水噴射ノズル、地盤改良用薬液吐出口、泥水吸引口、カメラ用透明窓がそれぞれ設けられており、本体内に配設されている高圧水供給管、地盤改良用薬液供給管、泥水吸引管にそれぞれ接続されていると共に、カメラ用透明窓を通して本体内のTVカメラで外部を撮影出来る様になっていることを特徴とするトンネル掘進工事用探査機。 A high-pressure water spray nozzle, a ground improvement chemical solution discharge port, a muddy water suction port, and a transparent window for the camera are provided on the partition wall of the elongated cylindrical body whose tip is closed by the partition wall. It is connected to the installed high-pressure water supply pipe, ground improvement chemical supply pipe, and muddy water suction pipe, and the outside can be photographed with the TV camera in the main body through the transparent window for the camera. An exploration machine for tunneling work. 本体の外径が、シールド機や推進機の先端刃口部に形成されている汎用の機器取付用バルブに挿入可能な寸法であることを特徴とする請求項1記載のトンネル掘進工事用探査機。 2. An exploration machine for tunnel excavation work according to claim 1, wherein the outer diameter of the main body is a dimension that can be inserted into a general-purpose device mounting valve formed at a tip blade portion of a shield machine or a propulsion machine. . 隔壁の外縁に複数の掘進用硬質チップが固定されていることを特徴とする請求項1記載のトンネル掘進工事用探査機。 2. The tunnel excavator for tunnel excavation work according to claim 1, wherein a plurality of hard chips for excavation are fixed to the outer edge of the partition wall. 本体が、同径のエクステンションチューブを継ぎ足すことにより延長自在になっていることを特徴とする請求項1記載のトンネル掘進工事用探査機。 2. An exploration machine for tunnel excavation work according to claim 1, wherein the main body can be extended by adding extension tubes of the same diameter. カメラ用透明窓が取りはずし自在で、通常はゴム製の盲蓋に代えられていることを特徴とする請求項1記載のトンネル掘進工事用探査機。







2. The exploration machine for tunneling construction according to claim 1, wherein the transparent window for the camera is removable and is usually replaced with a rubber blind cover.







JP2006224997A 2006-08-22 2006-08-22 Tunneling exploration machine Active JP4854428B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006224997A JP4854428B2 (en) 2006-08-22 2006-08-22 Tunneling exploration machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006224997A JP4854428B2 (en) 2006-08-22 2006-08-22 Tunneling exploration machine

Publications (2)

Publication Number Publication Date
JP2008050754A JP2008050754A (en) 2008-03-06
JP4854428B2 true JP4854428B2 (en) 2012-01-18

Family

ID=39235069

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006224997A Active JP4854428B2 (en) 2006-08-22 2006-08-22 Tunneling exploration machine

Country Status (1)

Country Link
JP (1) JP4854428B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101601776B1 (en) * 2014-09-19 2016-03-09 김윤성 Withdrawable transparent pipe for borehole scan and transparent pipe withdrawal method using the same

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06102029A (en) * 1992-09-17 1994-04-12 Fujita Corp Front condition confirming method for shield machine
JPH0791170A (en) * 1993-09-20 1995-04-04 Kajima Corp Method of shielding construction
JP4446634B2 (en) * 2001-08-30 2010-04-07 三井住友建設株式会社 Ground condition detection device
JP3876255B2 (en) * 2004-01-22 2007-01-31 三菱重工業株式会社 Method and apparatus for checking and maintaining chamber of tunnel excavator and tunnel excavator provided with the apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101601776B1 (en) * 2014-09-19 2016-03-09 김윤성 Withdrawable transparent pipe for borehole scan and transparent pipe withdrawal method using the same

Also Published As

Publication number Publication date
JP2008050754A (en) 2008-03-06

Similar Documents

Publication Publication Date Title
JP6245608B2 (en) Inspection method of cutter board of shield machine
JP4854428B2 (en) Tunneling exploration machine
KR20180070079A (en) excavator using propulsion of assembled front tip
JP2005207090A (en) Chamber inspection/maintenance method and apparatus for tunnel boring machine, and tunnel boring machine equipped with the apparatus
JP5876378B2 (en) Earth and sand sampling apparatus and earth and sand sampling method
WO2018078575A1 (en) Drilling equipment for horizontal directional drilling description
JP2003214085A (en) Mouth forming method on arrival of shield machine and shield machine
JP2021113409A (en) Open shield machine, and tunnel construction method
JP3410400B2 (en) How to collect underground soil samples
JP6216017B2 (en) Removal method for long underground objects
JPH02272196A (en) Washing device for enclosed shield machine
JP2866498B2 (en) Cavity making method and apparatus for underground structure corrosion investigation
JP2008069594A (en) Well drilling device
JP7274169B2 (en) Soil sampling device for soil improvement
JP6243609B2 (en) Tunnel construction method
JP2008050810A (en) Excavator for penetrating steel pipe
JP6013534B2 (en) Underground long object removal device and underground long object removal method
CN212296386U (en) Orphan stone cleaning device of development machine
JP2008038400A (en) Pipe burying construction method
JP4220417B2 (en) Underground cylinder and its burying method
KR101669329B1 (en) Concrete gravity dam its application daemche drilling rigs method
JP2005083007A (en) Method for laying square pipe
JP2015048590A (en) Method for filling around abandoned mounting pipe in sewage pipe
JP2000248891A (en) Pipe laying by non-cut and cover method
JPH0696946B2 (en) Pipe burying method and device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090817

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110221

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20111011

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20111025

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20141104

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 4854428

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313113

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250