JP2829845B2 - Cavity detector outside the underground pipe - Google Patents
Cavity detector outside the underground pipeInfo
- Publication number
- JP2829845B2 JP2829845B2 JP26242795A JP26242795A JP2829845B2 JP 2829845 B2 JP2829845 B2 JP 2829845B2 JP 26242795 A JP26242795 A JP 26242795A JP 26242795 A JP26242795 A JP 26242795A JP 2829845 B2 JP2829845 B2 JP 2829845B2
- Authority
- JP
- Japan
- Prior art keywords
- cavity
- underground pipe
- moving body
- pipe
- impact
- 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 - Fee Related
Links
- 238000005553 drilling Methods 0.000 claims description 8
- 239000000945 filler Substances 0.000 claims description 8
- 238000012790 confirmation Methods 0.000 claims description 4
- 239000000523 sample Substances 0.000 claims description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 16
- 238000000034 method Methods 0.000 description 9
- 229910052742 iron Inorganic materials 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 239000003673 groundwater Substances 0.000 description 7
- 229910003460 diamond Inorganic materials 0.000 description 5
- 239000010432 diamond Substances 0.000 description 5
- 239000010865 sewage Substances 0.000 description 5
- 238000001514 detection method Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 101150096674 C20L gene Proteins 0.000 description 1
- 102220543923 Protocadherin-10_F16L_mutation Human genes 0.000 description 1
- 101100445889 Vaccinia virus (strain Copenhagen) F16L gene Proteins 0.000 description 1
- 101100445891 Vaccinia virus (strain Western Reserve) VACWR055 gene Proteins 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Landscapes
- Geophysics And Detection Of Objects (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、下水管などの地中
管の外側に生じている空洞を探査する空洞探査機に関す
る。The present invention relates to relates to air sinuses spacecraft you search a cavity occurring outside the underground pipes, such as sewer pipes.
【0002】[0002]
【従来の技術】地中に埋められた下水管の外側周囲に空
洞が生じていると地表面陥没のおそれがあり、また空洞
内で岩石等が落下して下水管に大きな破損が生じる可能
性もある。したがって、下水管の埋設に際しては外側周
囲に空洞が生じないように作業が進められることとなる
が、下水管の接続部又は下水管に生じた亀裂、あるいは
取付管の接続部から地下水が下水管内に浸入している
と、この地下水の浸入にともなって周囲の土や砂が管内
に流れ出てしまい、地下水の漏水量が小さい場合でも長
い間には漏水箇所に大きな空洞が生じてしまう。そこ
で、適当な時期に、又は定期的に下水管の外側の空洞を
探査し、探査結果に基づいて空洞を埋める補修作業を行
う必要がある。探査方法としては、地上から探査車を用
いて地中に電磁波を送信し、下水管からの反射波の受信
までに要した時間により空洞の探査を行うレーダー探査
法が採用されている。2. Description of the Related Art If a cavity is formed around the outside of a sewage pipe buried in the ground, there is a danger that the surface of the sewage pipe will collapse, and rocks, etc. will fall in the cavities and cause serious damage to the sewage pipe. There is also. Therefore, when burying a sewer pipe, work will be carried out so as not to create a cavity around the outside, but groundwater from the connection part of the sewer pipe or a crack generated in the sewer pipe, or the connection part of the mounting pipe, If the groundwater infiltrates, the surrounding soil and sand will flow out into the pipe with the infiltration of the groundwater, and even if the amount of groundwater leakage is small, a large cavity will be formed at the leakage location for a long time. Therefore, it is necessary to perform exploration of the cavity outside the sewer pipe at an appropriate time or periodically, and perform a repair operation to fill the cavity based on the exploration result. As an exploration method, a radar exploration method is employed in which electromagnetic waves are transmitted from the ground to the ground using an exploration vehicle, and a cavity is explored based on the time required until reception of a reflected wave from a sewer pipe.
【0003】[0003]
【発明が解決しようとする課題】レーダー探査法は空洞
の有無による電磁波の伝播速度の違いに基づき空洞を探
査するものであるが、空洞内に地下水が溜まっていると
電磁波の伝播速度は空洞がない場合とほとんど異ならな
いので、下水管が地下水位以下に埋設されている場合に
は空洞の有無を把握できない場合が多い。また、電磁波
を地中に送信すると不要反射がきわめて多く、これらの
不要反射によって正確な探査ができないこともある。そ
して、強力な電磁波を送信することは電波規制上制限さ
れていることが多いので、深い位置に埋設されている下
水管周辺の探査にはそもそもレーダー探査法は不向きで
ある。The radar exploration method searches for a cavity based on the difference in the propagation speed of electromagnetic waves depending on the presence or absence of a cavity. However, if groundwater is accumulated in the cavity, the propagation speed of the electromagnetic wave is reduced. Since there is almost no difference from the case where there is no pit, it is often impossible to determine the presence or absence of a cavity when the sewer pipe is buried below the groundwater level. Further, when electromagnetic waves are transmitted underground, unnecessary reflections are extremely large, and accurate detection may not be possible due to these unnecessary reflections. Since the transmission of strong electromagnetic waves is often restricted by radio regulations, the radar search method is unsuitable for the exploration around sewer pipes buried deep.
【0004】そこで本発明は、地中管外側に生じた深い
位置の空洞を確実に探査することができる地中管外側の
空洞探査方法に用いる空洞探査機の提供を目的とする。[0004] The present invention therein, the underground pipe outside can be reliably exploration cavities deeper occurring outside underground pipe
And an object thereof is to provide a cavity spacecraft for use in air-dong exploration methods.
【0005】[0005]
【課題を解決するための手段】本発明では、地中管に衝
撃を加え、この衝撃により地中管に生じた振動を測定す
ることにより地中管外側の空洞を探査する。衝撃は地中
管に振動を与えるものであればよく、地中管(多くは地
中管内面)に機械的衝撃を加える場合や振動波を与える
場合などがある。加えられた衝撃により地中管には振動
が生じるが、この振動の形は衝撃箇所における空洞の有
無により異なる。したがって、地中管に生じる振動を測
定することにより空洞の有無及び位置を把握することが
できる。そして、空洞内に地下水が溜まっている場合と
溜まっていない場合、地中管外面に土や砂などが薄く堆
積し、その外側に空洞が生じている場合と土や砂などが
堆積していない場合などでも振動の形が異なるので、測
定結果からこれらの事項を判別することも可能である。 In the present invention, there is provided a means for solving], bombard the underground pipe, you explore the cavity of the outer ground tube by measuring the vibration generated in the ground line by the impact. Shock is as long as it gives a vibration in the ground tube (many underground pipe surface) ground tube, etc. When granting or if vibration wave applying mechanical shock to. The impact causes vibrations in the underground pipe, and the form of the vibration depends on the presence or absence of a cavity at the location of the impact. Therefore, by measuring the vibration generated in the underground pipe, the presence / absence and position of the cavity can be grasped. Then, when groundwater is accumulated in the cavity or not, soil and sand etc. are deposited thinly on the outer surface of the underground pipe, and when there is a cavity outside the underground pipe, soil and sand etc. are not deposited Even in such cases, since the shape of the vibration is different, it is possible to determine these items from the measurement results.
【0006】本発明の地中管外側の空洞探査機は、地中
管内を移動する移動体と、この移動体に設けられ、地中
管に衝撃を加える衝撃装置と、この衝撃装置から加えら
れた衝撃により地中管に生じた振動を測定する振動セン
サと、を備えている。移動体が適当位置で停止すると衝
撃装置が作動し、その結果地中管に生じた振動を振動セ
ンサが測定する。この作業の繰り返しにより地中管全長
にわたる空洞探査が行われるが、空洞は漏水個所に発生
する場合が多いので、下水管の接続部、下水管に生じた
亀裂位置あるいは取付管の接続部などに探査位置を限定
する場合もある。振動センサとしては、ピックアップな
どの接触式センサを用いることが多いが、非接触式の高
感度受信機を使用することもある。A cavity detector outside the underground pipe according to the present invention is provided with a moving body moving in the underground pipe, an impact device provided on the moving body for applying an impact to the underground pipe, and an impact device provided by the impact apparatus. and it includes a vibration sensor for measuring the vibration generated in the ground tube and by the impact. When the moving body stops at an appropriate position, the impact device operates , and the vibration generated in the underground pipe is measured by the vibration sensor. By repeating this work, cavities are surveyed over the entire length of the underground pipes, but cavities often occur at leak locations, so they are often used at the connections of sewage pipes, cracks in sewage pipes, or connections of attachment pipes. The search position may be limited. As a vibration sensor, a contact-type sensor such as a pickup is often used, but a non-contact high-sensitivity receiver is sometimes used.
【0007】移動体は、地中管に孔をあける穿孔装置
と、この穿孔装置によりあけられた孔から空洞内にコン
クリートなどの充填剤を注入する補修装置と、を備えて
いる。空洞が生じている場合にはこの空洞を埋める補修
作業が必要となるが、探査作業と同時に補修作業を行う
ことにより作業効率を高めることができる。[0007] The moving body is provided with a drilling device for drilling a hole in the underground pipe, and a repair device for injecting a filler such as concrete into the cavity from the hole drilled by the drilling device . When a cavity is formed, a repair operation for filling the cavity is necessary. However, by performing the repair operation at the same time as the exploration operation, the work efficiency can be improved.
【0008】移動体は、空洞の大きさを把握するため
に、穿孔装置によりあけられた孔から空洞内に挿入され
る確認手段を備えていることが好ましい。空洞内に過不
足なく充填剤を注入するためには空洞の大きさを正確に
把握することが必要となる。確認手段としては、テレビ
カメラを用いる場合が多いが、超音波センサなどの空洞
容積を測定するものを用いる場合もある。[0008] Preferably, the moving body is provided with a confirming means inserted into the cavity through a hole formed by the drilling device in order to grasp the size of the cavity. In order to inject the filler into the cavity without excess or shortage, it is necessary to accurately grasp the size of the cavity. As a confirmation means, a television camera is often used, but a means for measuring a cavity volume such as an ultrasonic sensor may be used in some cases.
【0009】[0009]
【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0010】図1は本発明に係る地中管外側の空洞探査
機を下水管内に配置した状態を示す図である。FIG. 1 is a diagram showing a state in which a cavity detector outside an underground pipe according to the present invention is disposed in a sewer pipe.
【0011】空洞探査機1は、キャタピラ3を備えた移
動体5上に、前方から順に、ハンマ装置7(衝撃装
置)、振動センサ装置9、穿孔装置11、テレビカメラ
装置13及び補修装置15を有し、マンホールAから下
水管B内に挿入されてこの下水管B内を矢印C方向に
(下流のマンホールDに向かって)移動する。空洞探査
機1には電源・信号ケーブル17とホースケーブル19
とが接続されていて、この電源・信号ケーブル17及び
ホースケーブル19はマンホールAを通過して地上に延
びている。電源・信号ケーブル17は地上に配置された
観察車21内に引き込まれ、空洞探査機1に電力を供給
するとともに、振動センサ装置9からの検出信号を伝達
してパソコン(図示せず)に入力し、またテレビカメラ
装置13の撮影結果をモニター(図示せず)に表示する
ために映像信号を伝達する。ホースケーブル19は地上
に配置された制御装置23内に延びて、エアコンプレッ
サ(図示せず)、油圧ポンプ(図示せず)及び充填剤供
給装置(図示せず)に接続されている。The cavity detector 1 includes a hammer device 7 (impact device), a vibration sensor device 9, a perforation device 11, a television camera device 13, and a repair device 15 on a moving body 5 having a caterpillar 3 in order from the front. It is inserted into the sewer pipe B from the manhole A, and moves in the sewer pipe B in the direction of arrow C (toward the downstream manhole D). The cavity probe 1 has a power / signal cable 17 and a hose cable 19.
The power / signal cable 17 and the hose cable 19 pass through the manhole A and extend to the ground. The power supply / signal cable 17 is drawn into the observation vehicle 21 arranged on the ground, supplies power to the cavity detector 1, transmits a detection signal from the vibration sensor device 9, and inputs the signal to a personal computer (not shown). In addition, a video signal is transmitted to display a photographing result of the television camera device 13 on a monitor (not shown). The hose cable 19 extends into a control device 23 located on the ground, and is connected to an air compressor (not shown), a hydraulic pump (not shown), and a filler supply device (not shown).
【0012】図2は空洞探査機1の詳細を示す図であ
る。FIG. 2 is a diagram showing details of the cavity detector 1.
【0013】ハンマ装置7は、移動体5に設けられたシ
リンダ25のピストンロッド27に上方開口の円筒体2
9を取り付けたものであり、この円筒体29内には外周
にシール用リング31を備えた鉄製ハンマ33が気密的
に上下動できるように収められ、また円筒体29の上端
には円盤状の保護ゴム盤35が開口を塞ぐように取り付
けられている。シリンダ25は制御装置23(図1参
照)内の油圧ポンプからの油圧によって作動し、鉄製ハ
ンマ33は制御装置23内のエアコンプレッサからの空
気圧によって作動する。空気圧はホースケーブル19内
に収められた供給ホース36から円筒体29内に供給さ
れる。振動センサ装置9は、移動体5に設けられたシリ
ンダ37のピストンロッド39先端に圧縮コイルバネ4
1を介して圧電型のピックアップ43(振動センサ)を
取り付けたものであり、シリンダ37は油圧ポンプから
の油圧によって作動する。そして、穿孔装置11は、移
動体5に設けられたシリンダ45のピストンロッド47
にモータ49を取り付け、このモータ49の出力軸51
に円錐状先端部を有する直径約50mmのダイヤモンド
ホイール53を固定したものであり、シリンダ45は油
圧ポンプからの油圧によって作動する。また、テレビカ
メラ装置13は、移動体5に設けられたアクチュエータ
55のピストンロッド57にテレビカメラ59(確認手
段)を固定したもので、アクチュエータ55は油圧ポン
プからの油圧により作動してピストンロッド57を伸縮
及び回転させる。さらに、補修装置15は、移動体5に
設けられたシリンダ61のピストンロッド63にダイヤ
モンドホイール53より大径の噴出器65を固定したも
ので、シリンダ61は油圧ポンプからの油圧によって作
動し、噴出器65は制御装置23内の充填剤供給装置か
ら供給された充填剤を噴出口66から噴出する。The hammer device 7 includes a cylinder 2 having an upper opening and a piston rod 27 of a cylinder 25 provided on the moving body 5.
9, an iron hammer 33 having a sealing ring 31 on its outer periphery is housed in the cylindrical body 29 so as to be able to move up and down in a gas-tight manner, and a disk-shaped upper end of the cylindrical body 29 is provided. A protective rubber disk 35 is attached so as to close the opening. The cylinder 25 operates by hydraulic pressure from a hydraulic pump in the control device 23 (see FIG. 1), and the iron hammer 33 operates by air pressure from an air compressor in the control device 23. Air pressure is supplied into the cylindrical body 29 from a supply hose 36 housed in the hose cable 19. The vibration sensor device 9 includes a compression coil spring 4 at the tip of a piston rod 39 of a cylinder 37 provided on the moving body 5.
1, a piezoelectric pickup 43 (vibration sensor) is attached, and the cylinder 37 is operated by hydraulic pressure from a hydraulic pump. Then, the drilling device 11 is provided with a piston rod 47 of a cylinder 45 provided on the moving body 5.
A motor 49 is attached to the output shaft 51 of the motor 49.
And a diamond wheel 53 having a diameter of about 50 mm and having a conical tip portion is fixed, and the cylinder 45 is operated by hydraulic pressure from a hydraulic pump. The television camera device 13 has a television camera 59 (confirmation means) fixed to a piston rod 57 of an actuator 55 provided on the moving body 5. The actuator 55 is actuated by hydraulic pressure from a hydraulic pump to operate the piston rod 57. Is extended and retracted. Further, the repairing device 15 is a device in which an ejector 65 having a larger diameter than the diamond wheel 53 is fixed to a piston rod 63 of a cylinder 61 provided on the moving body 5, and the cylinder 61 is operated by hydraulic pressure from a hydraulic pump to eject The device 65 ejects the filler supplied from the filler supply device in the control device 23 from the ejection port 66.
【0014】なお、ダイヤモンドホイールに代えてドリ
ルを用いる場合もある。A drill may be used in place of the diamond wheel.
【0015】図3は空洞の探査過程を説明する図であ
る。FIG. 3 is a diagram for explaining the process of searching for a cavity.
【0016】空洞探査機1(図2参照)が探査位置で停
止すると、シリンダ37のピストンロッド39が伸長し
てピックアップ43を下水管Bの内壁に押し付ける。振
動センサ装置9のピックアップ43は圧縮コイルバネ4
1の収縮により適当な押圧力で内壁と接触することとな
る。次ぎに、シリンダ25のピストンロッド27が伸長
して上端が内壁に近接するまでハンマ装置7の円筒体2
9を上昇させる(図3a)。そして、供給ホース36か
ら供給口67を介して圧縮空気を供給し、シート69に
支えられていた鉄製ハンマ33が保護ゴム盤35を介し
て下水管Bの内壁に衝突するようにこの鉄製ハンマ33
を上昇させる(図3b)。円筒体29の上端部には空気
抜き口71が設けられているので、鉄製ハンマ33は円
滑に円筒体29内を上昇する。ピックアップ43は鉄製
ハンマ33の衝突により下水管Bに生じた振動を測定す
る。圧縮空気の供給は短時間しか行われないが、鉄製ハ
ンマ33が衝突後瞬間的に下降して内壁から離れるよう
に円筒体29の中間部(内壁に衝突した鉄製ハンマ33
より下側位置)にも空気抜き口73が設けられている。
圧縮空気の供給が停止されると鉄製ハンマ33はシート
69に支えられるまで下降し、シリンダ25,37のピ
ストンロッド27,39が収縮して円筒体29及びピッ
クアップ43は下降する(図3c)。When the cavity detector 1 (see FIG. 2) stops at the search position, the piston rod 39 of the cylinder 37 extends and presses the pickup 43 against the inner wall of the sewer pipe B. The pickup 43 of the vibration sensor device 9 includes the compression coil spring 4
Due to the contraction of 1, it comes into contact with the inner wall with an appropriate pressing force. Next, until the piston rod 27 of the cylinder 25 extends and the upper end approaches the inner wall, the cylindrical body 2 of the hammer device 7 is moved.
9 (FIG. 3a). Then, compressed air is supplied from a supply hose 36 through a supply port 67, and the iron hammer 33 supported by the sheet 69 collides with the inner wall of the sewer pipe B via the protective rubber disc 35.
Is raised (FIG. 3b). Since the air vent 71 is provided at the upper end of the cylindrical body 29, the iron hammer 33 smoothly rises inside the cylindrical body 29. The pickup 43 measures the vibration generated in the sewer pipe B due to the collision of the iron hammer 33. Although the supply of compressed air is performed only for a short time, the iron hammer 33 instantaneously descends after the collision and moves away from the inner wall (an intermediate portion of the cylindrical body 29 (the iron hammer 33 that has collided with the inner wall).
An air vent 73 is also provided at a lower position.
When the supply of the compressed air is stopped, the iron hammer 33 descends until it is supported by the sheet 69, the piston rods 27 and 39 of the cylinders 25 and 37 contract, and the cylindrical body 29 and the pickup 43 descend (FIG. 3C).
【0017】図4は空洞の補修過程を説明する図であ
る。FIG. 4 is a view for explaining the process of repairing the cavity.
【0018】ピックアップ43からの検出信号により空
洞Eが生じていることが確認されると、空洞探査機1
(図2参照)は多少前方に移動して停止する。そして、
穿孔装置11のモータ49の作動とともにシリンダ45
のピストンロッド47が伸長してダイヤモンドホイール
53を下水管Bの内壁に押し付け、この内壁に孔Fをあ
ける(図4a)。その後、シリンダ45のピストンロッ
ド47が収縮してダイヤモンドホイール53が下降する
と、空洞探査機1は再び多少前方に移動して停止する。
それから、アクチュエータ55のピストンロッド57が
伸長してテレビカメラ59を孔Fから空洞E内に挿入す
る。挿入されたテレビカメラ59はピストンロッド57
の回転にともなって回転し、空洞E全体を撮影する(図
4b)。アクチュエータ55のピストンロッド57が収
縮してテレビカメラ59が下降すると、空洞探査機1は
さらに多少前方に移動して停止する。その後、シリンダ
61のピストンロッド63が伸長して、噴出口66が孔
Fに入り込むように噴出器65を下水管Bの内壁に接触
させる。噴出器65は、テレビカメラ装置13のテレビ
カメラ59からの映像信号により把握された空洞Eの大
きさに対応する量の懸濁型充填剤を噴出口66からこの
空洞E内に注入する(図4c)。懸濁型充填剤が半硬化
状態となった後に、シリンダ61のピストンロッド63
が収縮して補修装置15の噴出器65が下降し、補修作
業は完了する。When it is confirmed from the detection signal from the pickup 43 that the cavity E is generated, the cavity probe 1
(See FIG. 2) moves slightly forward and stops. And
With the operation of the motor 49 of the drilling device 11, the cylinder 45
The piston rod 47 extends to press the diamond wheel 53 against the inner wall of the drain pipe B, and a hole F is made in the inner wall (FIG. 4A). Thereafter, when the piston rod 47 of the cylinder 45 contracts and the diamond wheel 53 descends, the cavity detector 1 moves a little forward again and stops.
Then, the piston rod 57 of the actuator 55 extends to insert the television camera 59 into the cavity E from the hole F. The inserted television camera 59 has a piston rod 57.
Rotates along with the rotation of, and photographs the entire cavity E (FIG. 4B). When the piston rod 57 of the actuator 55 contracts and the television camera 59 descends, the cavity detector 1 moves a little further forward and stops. Thereafter, the ejector 65 is brought into contact with the inner wall of the sewer pipe B such that the piston rod 63 of the cylinder 61 extends and the ejection port 66 enters the hole F. The ejector 65 injects the amount of the suspension-type filler corresponding to the size of the cavity E grasped by the video signal from the television camera 59 of the television camera device 13 into the cavity E from the ejection port 66 (FIG. 4c). After the suspended filler is in a semi-cured state, the piston rod 63 of the cylinder 61
Contracts and the ejector 65 of the repair device 15 descends, and the repair work is completed.
【0019】[0019]
【発明の効果】以上説明したように、本発明の地中管外
側の空洞探査機は簡単な構成でありながら、効果的に空
洞を探査することができるものである。 As described above, the underground pipe of the present invention
The cavity explorer on the side has a simple configuration but is effectively empty.
It can explore a cave.
【図1】本発明に係る地中管外側の空洞探査機を下水管
内に配置した状態を示す図である。FIG. 1 is a diagram showing a state in which a cavity detector outside an underground pipe according to the present invention is disposed in a sewer pipe.
【図2】空洞探査機の詳細を示す図である。FIG. 2 is a diagram showing details of a cavity detector.
【図3】空洞の探査過程を説明する図である。FIG. 3 is a diagram illustrating a process of searching for a cavity.
【図4】空洞の補修過程を説明する図である。FIG. 4 is a diagram illustrating a process of repairing a cavity.
1 空洞探査機 5 移動体 7 ハンマ装置(衝撃装置) 11 穿孔装置 15 補修装置 43 ピックアップ(振動センサ) 59 テレビカメラ(確認手段) B 下水管(地中管) E 空洞 DESCRIPTION OF SYMBOLS 1 Cavity detector 5 Moving body 7 Hammer device (impact device) 11 Drilling device 15 Repair device 43 Pickup (vibration sensor) 59 TV camera (confirmation means) B Sewer pipe (underground pipe) E Cavity
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) G01V 1/00 F16L 55/00 G01N 29/26 G01N 29/12──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) G01V 1/00 F16L 55/00 G01N 29/26 G01N 29/12
Claims (2)
体に設けられた地中管に衝撃を加える衝撃装置と、この
衝撃装置から加えられた衝撃により地中管に生じた振動
を測定する振動センサと、を有し、 前記移動体はさらに、地中管に孔をあける穿孔装置と、
この穿孔装置によりあけられた孔から空洞内に充填剤を
注入する補修装置と、を具備していることを特徴とする
地中管外側の空洞探査機。 1. A moving body moving in an underground pipe, and the moving body
An impact device that impacts the underground pipe provided on the body,
Vibration generated in underground pipe by impact applied from impact device
And a vibration sensor for measuring the following, wherein the moving body further comprises a perforation device for perforating an underground pipe,
Filler into the cavity from the hole made by this drilling device
And a repair device for injecting.
A cavity probe outside the underground pipe.
ために、前記穿孔装置によりあけられた孔から空洞内に
挿入される確認手段を備えていることを特徴とする請求
項1記載の地中管外側の空洞探査機。2. The moving body ascertains the size of a cavity.
For this purpose, the hole drilled by the punch
Claims characterized by comprising a confirmation means to be inserted
Item 2. A cavity explorer outside the underground pipe according to Item 1 .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26242795A JP2829845B2 (en) | 1995-09-16 | 1995-09-16 | Cavity detector outside the underground pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26242795A JP2829845B2 (en) | 1995-09-16 | 1995-09-16 | Cavity detector outside the underground pipe |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0980161A JPH0980161A (en) | 1997-03-28 |
JP2829845B2 true JP2829845B2 (en) | 1998-12-02 |
Family
ID=17375639
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26242795A Expired - Fee Related JP2829845B2 (en) | 1995-09-16 | 1995-09-16 | Cavity detector outside the underground pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2829845B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101709737B1 (en) * | 2015-09-17 | 2017-02-23 | 태현개발(주) | Direct injection grouting method for reinforcing buried steel pipe |
JP6783303B2 (en) * | 2016-05-16 | 2020-11-11 | 株式会社日水コン | Investigation device for the inner wall of the pipeline |
KR102284541B1 (en) * | 2021-04-05 | 2021-07-30 | 김영완 | Apparatus for inspection of sinkhole using cable pipeline testing implement and method using thereof |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH03255953A (en) * | 1990-03-07 | 1991-11-14 | Nkk Corp | Gap inspection device |
JPH07198692A (en) * | 1993-12-31 | 1995-08-01 | Mutsuo Takamatsu | Method and device for underground search |
-
1995
- 1995-09-16 JP JP26242795A patent/JP2829845B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
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JPH0980161A (en) | 1997-03-28 |
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