JPS6164921A - Slime remover for underground continuous wall work - Google Patents

Slime remover for underground continuous wall work

Info

Publication number
JPS6164921A
JPS6164921A JP18777984A JP18777984A JPS6164921A JP S6164921 A JPS6164921 A JP S6164921A JP 18777984 A JP18777984 A JP 18777984A JP 18777984 A JP18777984 A JP 18777984A JP S6164921 A JPS6164921 A JP S6164921A
Authority
JP
Japan
Prior art keywords
slime
pipe
tube
tubes
trench
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
JP18777984A
Other languages
Japanese (ja)
Other versions
JPS642729B2 (en
Inventor
Hitoshi Morimoto
仁 森本
Shigeru Nozaki
茂 野崎
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.)
TEKKEN KENSETSU CO Ltd
Tekken Corp
Original Assignee
TEKKEN KENSETSU CO Ltd
Tekken Corp
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 TEKKEN KENSETSU CO Ltd, Tekken Corp filed Critical TEKKEN KENSETSU CO Ltd
Priority to JP18777984A priority Critical patent/JPS6164921A/en
Publication of JPS6164921A publication Critical patent/JPS6164921A/en
Publication of JPS642729B2 publication Critical patent/JPS642729B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ

Abstract

PURPOSE:To concurrently perform the separation and suction of slime by a single slime remover by a method in which a multiple tube is penetrated into a trench, mud water is sentunder pressures into the tube to separate slime from partition plates, and the multiple tube is landed to the trench bottom to suck up settled slime. CONSTITUTION:Multiple tubes 3 and 3a are lowered, mud water is sent under pressures into the main tube 1 and sprayed onto partition plates 11 and 11a to separate slime. The slime is then settled on the bottom of the trench. The tubes 3 and 3a are bent by pulling a wire 8, and one 3 of the tubes 3 and 3a is lowered to the bottom of the trench to suck up slime settled on the bottom. As the tube 3 strokes reciprocally, the slime is removed, and the tube 1 and the tube 3 are pulled up for removal. The other tube 3a is lowered and slime is removed. The separation and suction of slime from the partition plates can thus be made by a single slime remover, and the preparation and maintenance control of the slime remover can be made easier.

Description

【発明の詳細な説明】 この発明は地中連続壁工法に使用するスライム除去装置
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a slime removal device used in an underground continuous wall construction method.

一般に地中連続壁は単位壁体ごとに構築され、各単位壁
体を構築するために掘削される溝孔にはその壁面の崩壊
を防止すべくベントナイト泥水が満たされる。ベントナ
イト泥水は時間の経過に伴って凝集してスライム化し、
このスライムは単位壁体の端部を仕切る仕切板に付着す
る。
In general, underground continuous walls are constructed in units of wall units, and the trenches excavated to construct each unit wall are filled with bentonite slurry to prevent the walls from collapsing. Bentonite mud water aggregates over time and becomes slime.
This slime adheres to the partition plates that partition the ends of the unit walls.

このようなスライムの付着は、単位壁体間の接合強度あ
るいは止水性が低下する原因となり。
Such adhesion of slime causes a decrease in the bonding strength or water-stopping property between the unit walls.

そのためコンクリートを打設する前にスライムを除去せ
ねばならない。
Therefore, slime must be removed before concrete is poured.

従来、スライムの除去は、まず仕切板に付着したそれに
噴出管から高圧水を噴出して剥離させた後、溝孔孔底に
沈澱させ、溝孔に沿って縦向きのエアリフト管を移動さ
せながら該エアリフト管によって沈澱スライムを吸入す
るというような手順で行われている。しかしながら上記
のような従来方法では仕切板からのスライムの剥離およ
び吸入に際し、それぞれ別個の装置を′I!imしなけ
ればならず、またスライムの吸入時にはエアリフト管全
体を移動するため多大の労力を必要とする欠点があった
Conventionally, slime is removed by first spraying high-pressure water from a jet pipe to remove the slime that has adhered to the partition plate, then allowing it to settle at the bottom of the slot, and then moving a vertical air lift pipe along the slot. The procedure is such that the precipitated slime is sucked in through the air lift tube. However, in the conventional method as described above, separate devices are used to separate and inhale the slime from the partition plate. In addition, when inhaling slime, it requires a great deal of effort to move the entire air lift tube.

この発明は上記のような従来の欠点を改善すベくなされ
たものであって、1つの装置によってスライムの剥離と
吸入との双方の作業を行うことができ、しかも操作にほ
とんど労力を必要としないスライム除去装置を提供する
ことを目的とする。
This invention was made to improve the above-mentioned drawbacks of the conventional slime, and it is possible to perform both slime peeling and suction with one device, and it requires almost no effort to operate. The purpose is to provide a slime removal device that does not.

すなわちこの発明は、長尺の本管と、この本管に接続さ
れた可撓管と、この可撓管に最外管が接続された多重管
、であって、該多重管を構成する容管をその外側の管に
対して出入可能とすることにより全体に伸縮可能となっ
ていて、最内管の先端が管軸と交叉する向きに開口して
いる多重管とを具え、前記本管にそれに沿って移動する
索条を設けるとともに、この索条の一端を前記多重管の
最内管に掛止し、この最内管の前記開口に開閉弁を設け
たことを特徴とする地中連続壁工法に使用するスライム
除去装置にある。
That is, the present invention provides a long main pipe, a flexible pipe connected to the main pipe, and a multiplex pipe having an outermost pipe connected to the flexible pipe, and a container constituting the multiplex pipe. said main pipe, said main pipe comprising a multi-tube which is expandable and retractable as a whole by making the pipe capable of moving in and out of the outer pipe, and in which the tip of the innermost pipe opens in a direction intersecting the pipe axis; A cable is provided to move along the cable, one end of the cable is hooked to the innermost pipe of the multiple pipe, and an on-off valve is provided at the opening of the innermost pipe. Found in slime removal equipment used in continuous wall construction method.

以下図面に示す実施例について説明する6第1〜4図に
示すようにスライム除去装置は耐圧性を有する長尺の本
管1と、可撓管2と、多重管3とを具えている。可撓管
2は伸縮かつ屈曲可能な蛇腹構造となっており、その一
端が本管1に接続され、他端に多重v3が接続されてい
る。多重管3はこの実施例では最外管である第1管4、
その内側の第2管5およびその内側の最内管である第3
管6を有する3重管からなり、第1管4の後端が可撓管
2の他端に接続されている。
The embodiment shown in the drawings will be described below.6 As shown in FIGS. 1 to 4, the slime removal apparatus includes a long main pipe 1 having pressure resistance, a flexible pipe 2, and a multiplex pipe 3. The flexible tube 2 has a bellows structure that can be expanded, contracted and bent, and one end thereof is connected to the main tube 1, and the other end is connected to the multiplex v3. In this embodiment, the multiple tube 3 includes a first tube 4 which is the outermost tube;
The second pipe 5 inside it and the third pipe which is the innermost pipe inside it.
It consists of a triple tube having a tube 6, and the rear end of the first tube 4 is connected to the other end of the flexible tube 2.

第2.第3管5,6はそれぞれ第1、第2管4.5に対
して出入可能となっており、それにより多重管3は全体
に伸縮可能となっている。
Second. The third tubes 5 and 6 can be moved in and out of the first and second tubes 4.5, respectively, so that the multiple tube 3 can be expanded and contracted as a whole.

本管1には適宜間隔を置いてバンド7が締結され、この
バンド7にワイヤ8の案内部材9が設けられており、案
内部材9として本管1の先端においてはプーリが使用さ
れ、他の位置においてはリングが使用されている(第3
図参照)。
Bands 7 are fastened to the main pipe 1 at appropriate intervals, and a guide member 9 for the wire 8 is provided on the band 7. A pulley is used as the guide member 9 at the tip of the main pipe 1, and other A ring is used in the position (third
(see figure).

第1管4の後端および第1、第2.第3管4゜5.6の
各先端にもワイヤ8の案内部材9が設けられ、案内部材
9として第1管3の後端においてはプーリが使用され、
他の位置においてはリングが使用されている。ワイヤ8
はその先端が第3管6の先端の案内部材9に掛止され、
第2、第3管4,5および本管1に設けた案内部材9に
案内されてそれらの管に沿って移動するようになってい
る。
The rear end of the first tube 4 and the first, second . A guide member 9 for the wire 8 is also provided at each tip of the third tube 4°5.6, and a pulley is used as the guide member 9 at the rear end of the first tube 3.
In other positions rings are used. wire 8
has its tip hooked to the guide member 9 at the tip of the third tube 6,
It is guided by a guide member 9 provided on the second and third pipes 4 and 5 and the main pipe 1 and moves along these pipes.

本管1に装着されたバンド7の両側には車軸IOが設け
られ、この車11@10は仕切板11に設けられた溝孔
の案内軌条12に係合し、本管1が走行するようになっ
ている。
An axle IO is provided on both sides of the band 7 attached to the main pipe 1, and this wheel 11@10 engages with a guide rail 12 in a slot provided in the partition plate 11, so that the main pipe 1 can run. It has become.

第5図に示すように、第2、第3管5,6の後端には1
対の押えリング13によって挟持されたゴムバッキング
14がビスを介して固定され。
As shown in FIG. 5, at the rear ends of the second and third pipes 5 and 6
A rubber backing 14 sandwiched between a pair of presser rings 13 is fixed via screws.

このゴムバッキング14は第1、第2管4,5に摺接し
ている。
This rubber backing 14 is in sliding contact with the first and second tubes 4 and 5.

第6図に示すように、第3管6の先端は管軸と交叉する
向きに開口しており、その間口15には開閉弁16の弁
箱17が組込まれている。開閉弁16はこの実施例では
スライド弁が使用され、開口18が設けられた弁箱17
に弁体19が摺動可能に収容されている。弁体19は第
3管6に設けられたケース20に出入自在に収容された
ロッド21に連結され、ロッド21の後端とケース壁と
の間にはスプリング22が介在され、弁体19はこのス
プリング22によって開口18すなわち開口15を閉鎖
する方向に常時付勢されている。ロッド21の後端には
ワイヤ23が固定され、このワイヤ23はケース壁を貫
通し、多重管3および本管1に適宜間隔を置いて設けた
案内部材24(第3管6に設けたもののみ示す)に案内
されてそれらの管に沿って移動するようになっていて、
このワイヤ23をスプリング22の付勢力に抗して引張
ることにより弁体19が開口18を開くようになってい
る。
As shown in FIG. 6, the tip of the third pipe 6 is opened in a direction intersecting the pipe axis, and a valve box 17 of an on-off valve 16 is installed in the opening 15 of the third pipe 6. In this embodiment, a slide valve is used as the on-off valve 16, and a valve box 17 is provided with an opening 18.
A valve body 19 is slidably housed in the valve body 19 . The valve body 19 is connected to a rod 21 housed in a case 20 provided in the third pipe 6 so as to be freely removable and removable, and a spring 22 is interposed between the rear end of the rod 21 and the case wall. The spring 22 constantly biases the opening 18, that is, the opening 15, in a direction to close it. A wire 23 is fixed to the rear end of the rod 21, and this wire 23 passes through the case wall, and guide members 24 (provided on the third pipe 6) are provided at appropriate intervals in the multiple pipe 3 and the main pipe 1. (only shown) to move along those tubes,
By pulling this wire 23 against the urging force of the spring 22, the valve body 19 opens the opening 18.

なお、スプリング22の付勢力は前記したゴムバッキン
グ14と第1.第2管4,5との間の摩擦力よりも小さ
く設定されている。
Note that the biasing force of the spring 22 is the same as that of the rubber backing 14 and the first. The frictional force between the second pipes 4 and 5 is set to be smaller than the frictional force between the second pipes 4 and 5.

第1.2図において25は第3管の先端に設けられた車
軸、第3,4図において26は鉄筋篭。
In Figures 1 and 2, 25 is an axle provided at the tip of the third pipe, and in Figures 3 and 4, 26 is a reinforcing cage.

27は継手鉄筋である。27 is a joint reinforcing bar.

次に上記装置の使用状態について第8図を併せて参照し
ながら説明する。
Next, the state of use of the above device will be explained with reference to FIG. 8.

第8A図は先行単位壁体28を構築し、それに連続する
後行単位壁体の溝孔29を掘削したところを示している
。溝孔29内には、後行仕切板11aがその下端が溝孔
29の孔底から所定の高さに達するまで挿入されている
。上記のようなスライム除去装置をあらかじめ2基準備
しておき、それらの多重管3,3aおよび引き続いて先
行仕切板11および後行仕切板11aに沿わせて溝孔2
9内に下降させ、その際本管1の車輪10を第3゜4図
に示すように案内軌条12に係合させる。多重管3,3
aはワイヤ8を引張ることにより短縮させられており、
また開閉弁16はワイヤ23を引張ることにより開状態
にあり、多重管3,3aの下降に伴って本管1に泥水を
圧送ポンプにより供給し、開口18および開口15を経
て仕切板11゜11aにこの泥水を吹付ける。それによ
り仕切板11、 llaに付着しているスライムは剥離
し、孔底に沈澱する。
FIG. 8A shows the construction of the preceding unit wall 28 and the excavation of a slot 29 in the subsequent unit wall. The trailing partition plate 11a is inserted into the slot 29 until its lower end reaches a predetermined height from the bottom of the slot 29. Two slime removal devices as described above are prepared in advance, and slotted holes 2 are installed along the multiple pipes 3 and 3a and then along the leading partition plate 11 and the trailing partition plate 11a.
9, the wheels 10 of the main pipe 1 being brought into engagement with the guide rails 12 as shown in FIG. 3-4. Multiple tube 3,3
a is shortened by pulling the wire 8,
The on-off valve 16 is opened by pulling the wire 23, and muddy water is supplied to the main pipe 1 by a pressure pump as the multiple pipes 3 and 3a descend, and flows through the openings 18 and 15 to the partition plate 11゜11a. Spray this muddy water on. As a result, the slime adhering to the partition plates 11 and lla is peeled off and precipitated at the bottom of the hole.

次に第8B図に示すように先行仕切板11に沿って下降
している一方の多重管3の先端が孔底に達したら、泥水
の供給を一旦停止するとともに、ワイヤ23を緩めるこ
とにより開閉弁16を閉状態とする。また後行仕切板1
1aに沿って下降している他方の多重管3aも後行仕切
板11aの下端に達したら、多重管3と同様の状態とす
る。
Next, as shown in FIG. 8B, when the tip of one of the multiple pipes 3 descending along the preceding partition plate 11 reaches the bottom of the hole, the supply of muddy water is temporarily stopped, and the wire 23 is loosened to open and close the pipe. The valve 16 is closed. Also, trailing partition plate 1
When the other multiplex tube 3a descending along 1a also reaches the lower end of the trailing partition plate 11a, it is placed in the same state as the multiplex tube 3.

次に第8C,D図に示すように、ワイヤ8を引張ること
により多重管3,3aを本管1に対してほぼ90度屈曲
させ(第1図参照)、この状態で一方の多重管3を孔底
まで下降させる。なお他方の多重管3aは下降させずに
待機状態としておく。
Next, as shown in Figures 8C and 8D, by pulling the wire 8, the multiplex pipes 3, 3a are bent approximately 90 degrees with respect to the main pipe 1 (see Figure 1), and in this state, one of the multiplex pipes 3 lower to the bottom of the hole. Note that the other multiple pipe 3a is not lowered and is kept in a standby state.

次に第8E図に示すようにワイヤ8を緩め、本管1に再
び高圧泥水を供給する。このときワイヤ23が緩められ
開閉弁16は閉状態にあるので、多重管3は圧力により
後行仕切板11aに向かって伸長する(第2図参照)。
Next, as shown in FIG. 8E, the wire 8 is loosened and high pressure muddy water is supplied to the main pipe 1 again. At this time, the wire 23 is loosened and the on-off valve 16 is in a closed state, so the multiple pipe 3 is extended toward the trailing partition plate 11a due to pressure (see FIG. 2).

次にワイヤ23を引張ることにより開閉弁16を開状態
とし、圧送ポンプをサクションポンプに切替え、孔底に
沈澱したスライムを吸入する。
Next, the on-off valve 16 is opened by pulling the wire 23, the pressure pump is switched to a suction pump, and the slime precipitated at the bottom of the hole is sucked.

スライムを吸入しながらワイヤ8を引張ることにより除
々に多重管3を短縮させ、多重管3を第8C図の状態に
戻す。多重管3の短縮時にはワイヤ23もワイヤ8と同
一速度で引張り、開閉弁16を開状態に保つ。このよう
にして多重管3の伸縮ストロークに対応した溝孔28の
ほぼ半分の長さにおけるスライムを除去したら、本管1
およびおよび多重管3を引上げ撤去する。
By pulling the wire 8 while sucking the slime, the multiple tube 3 is gradually shortened, and the multiple tube 3 is returned to the state shown in FIG. 8C. When the multiple pipe 3 is shortened, the wire 23 is also pulled at the same speed as the wire 8 to keep the on-off valve 16 open. After removing the slime in approximately half the length of the slot 28 corresponding to the expansion and contraction stroke of the multiple pipe 3, the main pipe 1
And, the multiple pipe 3 is pulled up and removed.

次に第8F図に示すように他方の多重管3aを孔底に下
降させ、前記と同様の手順により先行仕切板11に向け
て伸長させ、その短縮時に残りのスライムを除去し、除
去後引上げ撤去する。
Next, as shown in FIG. 8F, the other multiplex tube 3a is lowered to the bottom of the hole and extended toward the preceding partition plate 11 by the same procedure as described above, and the remaining slime is removed when it is shortened, and after removal, it is pulled up. Remove.

上記のようにしてスライムを除去したら、第8G図に示
すように後行仕切板11aを孔底まで下降させ、溝孔2
8にコンクリートを打設して後行単位壁体を構築する。
After removing the slime as described above, the trailing partition plate 11a is lowered to the bottom of the hole as shown in FIG.
8. Concrete is poured and the trailing unit wall is constructed.

上記実施例では多重管を3重管としたが、2重管あるい
は4重管以上としてもよい。また開閉弁はソレノイドに
よって開閉するようにしてもよい。
In the above embodiment, the multiple pipes are triple pipes, but double pipes, quadruple pipes or more may be used. Further, the on-off valve may be opened and closed by a solenoid.

この発明は上記のように構成したので、仕切板からのス
ライムの剥離と吸入除去を単一の装置によって行うこと
ができ、したがってその準備および維持管理が容易であ
り、またスライムの吸入時には本管を所定個所に定置し
たまま、多重管のみを伸縮させればよく、操作にほとん
ど労力を必要とせず、さらに構造が極めて簡単であって
安価に製作できるという効果がある。
Since the present invention is configured as described above, the slime can be removed from the partition plate and removed by suction using a single device, and therefore its preparation and maintenance are easy. It is sufficient to expand and contract only the multiple tubes while leaving the tubes in place at predetermined locations, requiring almost no effort to operate, and furthermore, the structure is extremely simple and can be manufactured at low cost.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明の一実施例を示す正面図。 第2図は同上のものにおける多重管が伸長した状態を示
す正面図、第3図は同上のものの使用状態を示す正面図
、第4図は第3図の線IV−rVに沿って得られる断面
図、第5図は多重管の一部の縦断面図、第6図は開閉弁
の一例を示す正面断面図、第7図は同上のものの平面図
、第8A〜8Gはこの発明装置の使用状態を示す説明図
6 1・・・本   管    2・・・可 撓 管3・・
・多重管  18・・・索 条 15・・・開     口      16・・・開 
 閉  弁鴨3図 千4図
FIG. 1 is a front view showing an embodiment of the present invention. Fig. 2 is a front view of the same as above showing the state in which the multiple tubes are extended, Fig. 3 is a front view of the same as above showing the state of use, and Fig. 4 is taken along the line IV-rV of Fig. 3. 5 is a vertical sectional view of a part of the multiple pipe, FIG. 6 is a front sectional view showing an example of an on-off valve, FIG. 7 is a plan view of the same as above, and 8A to 8G are views of the device of this invention. Explanatory diagram 6 showing usage status 1...Main pipe 2...Flexible pipe 3...
・Multiple tube 18... Cable 15... Opening 16... Opening
Closed Benkamo 3 zu 104 zu zu

Claims (1)

【特許請求の範囲】[Claims] 1、長尺の本管と、この本管に接続された可撓管と、こ
の可撓管に最外管が接続された多重管であって、該多重
管を構成する各管をその外側の管に対して出入可能とす
ることにより全体に伸縮可能となっていて、最内管の先
端が管軸と交叉する向きに開口している多重管とを具え
、前記本管にそれに沿って移動する索条を設けるととも
に、この索条の先端を前記多重管の最内管に掛止し、前
記最内管の開口に開閉弁を設けたことを特徴とする地中
連続壁工法に使用するスライム除去装置。
1. A multi-layered pipe consisting of a long main pipe, a flexible pipe connected to the main pipe, and an outermost pipe connected to the flexible pipe, with each pipe constituting the multi-layered pipe connected to the outer side of the flexible pipe. The main pipe has multiple pipes that are extendable and retractable as a whole by being able to enter and exit the main pipe, and the tip of the innermost pipe is open in a direction that intersects the pipe axis. Used in an underground continuous wall construction method characterized by providing a movable cable, hooking the tip of the cable to the innermost pipe of the multiple pipes, and providing an on-off valve at the opening of the innermost pipe. A slime removal device.
JP18777984A 1984-09-07 1984-09-07 Slime remover for underground continuous wall work Granted JPS6164921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18777984A JPS6164921A (en) 1984-09-07 1984-09-07 Slime remover for underground continuous wall work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18777984A JPS6164921A (en) 1984-09-07 1984-09-07 Slime remover for underground continuous wall work

Publications (2)

Publication Number Publication Date
JPS6164921A true JPS6164921A (en) 1986-04-03
JPS642729B2 JPS642729B2 (en) 1989-01-18

Family

ID=16212070

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18777984A Granted JPS6164921A (en) 1984-09-07 1984-09-07 Slime remover for underground continuous wall work

Country Status (1)

Country Link
JP (1) JPS6164921A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016008431A (en) * 2014-06-25 2016-01-18 前田建設工業株式会社 Cut-off structure and method for underground continuous wall

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0547060Y2 (en) * 1987-07-06 1993-12-10
JPH0547061Y2 (en) * 1987-09-24 1993-12-10

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016008431A (en) * 2014-06-25 2016-01-18 前田建設工業株式会社 Cut-off structure and method for underground continuous wall

Also Published As

Publication number Publication date
JPS642729B2 (en) 1989-01-18

Similar Documents

Publication Publication Date Title
JP2003533385A (en) Apparatus and method for lining a passage
MXPA04003241A (en) Installation assemblies for pipeline liners, pipeline liners and methods for installing the same.
JPS62189215A (en) Penetrating equipment for draining core
JPS6164921A (en) Slime remover for underground continuous wall work
DE2657445A1 (en) DEVICE ADHESIVE TO A WALL SURFACE BY SUCTION AND MOVES ON IT
CN110453630B (en) Rail type automatic flushing device for deep tunnel
US4343573A (en) Method and apparatus for making an underground pipeline
US20060266684A1 (en) Chromatography column with movable adapter
US6321754B1 (en) Tank washing apparatus and method
NZ538556A (en) Method for high-frequency tuning an electrical device and a printed circuit board suitable therefor
US20060151913A1 (en) Apparatus for and method of lining conduits
CN114197625B (en) Automatic dredging device for pipeline
CN210860271U (en) Split wedging type pipeline water plugging device
US11352842B2 (en) Running a subsea riser string
CN209816859U (en) Guniting and leveling device for repairing obstacle points in communication pipeline
JPH0431353Y2 (en)
CN220180969U (en) Automatic wall climbing operation robot
JP2590128Y2 (en) Extension hose for water absorption
CN220539252U (en) Clean-assisting discharging table
JP2628549B2 (en) Hydraulic elevator hydraulic oil changer
CN110005363A (en) A kind of oil-water well operation well head anti-splashing device
CN117266766A (en) Well washing robot and well washing method
EP1339147A1 (en) Cable recovery and replacement system, for example an optical fibre cable laid within a guide pipe, by means of a pressurized hydraulic fluid
JPS62186968A (en) Device for lining inside surface of differential diameter pipeline
JPH08105289A (en) Pipeline delivery device