JPH0465199B2 - - Google Patents

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Publication number
JPH0465199B2
JPH0465199B2 JP63321920A JP32192088A JPH0465199B2 JP H0465199 B2 JPH0465199 B2 JP H0465199B2 JP 63321920 A JP63321920 A JP 63321920A JP 32192088 A JP32192088 A JP 32192088A JP H0465199 B2 JPH0465199 B2 JP H0465199B2
Authority
JP
Japan
Prior art keywords
pressure hose
pipe
jet nozzle
relubricator
dredging
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
JP63321920A
Other languages
Japanese (ja)
Other versions
JPH02167985A (en
Inventor
Shinichi Kume
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.)
KANTO TENNEN GASU KAIHATSU KK
Original Assignee
KANTO TENNEN GASU KAIHATSU KK
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 KANTO TENNEN GASU KAIHATSU KK filed Critical KANTO TENNEN GASU KAIHATSU KK
Priority to JP32192088A priority Critical patent/JPH02167985A/en
Publication of JPH02167985A publication Critical patent/JPH02167985A/en
Publication of JPH0465199B2 publication Critical patent/JPH0465199B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 本発明は地下に挿入された坑井のケーシングパ
イプ等の汚れの洗浄およびこのパイプ等に埋没し
た砂等の浚渫に関する。 〔従来の技術〕 従来から行われてきた坑井の洗浄技術として、
ガスリフト方式、ブラツシング方式、酸処理方式
およびウオータージエツト洗浄方式がある。 これらの概念図をそれぞれ第4図a〜dに示
す。 ガスリフト方式では、ケーシングパイプ4の直
管部の適当な深度のところに高圧ガスを吹き込
む。ブラツシング方式ではケーシングパイプ中
に、ブラシ23をとりつけた金属管22を降ろし
てブラシにより汚れをこすり落とす。酸処理方式
ではケーシングパイプ内に酸を投入して酸洗浄を
行う。ウオータジエツト洗浄方式ではノズルをと
りつけた金属管をケーシングパイプ内に降ろして
その管に水を送りノズルから噴出する水によつて
洗浄を行う。 従来の浚渫技術としては、第5図a,bにそれ
ぞれを示すように、ガスリフト浚渫、ポンプ浚渫
がある。 ガスリフト方式では、約4.5インチ以上の径の
ケーシングパイプに適用できるもので、金属管2
2を土砂層27付近まで降ろし、金属管22にと
りつけたガスリフトパイプ26からガスを吹き込
んで土砂等を吹き上げる。 ポンプ方式では金属管22から水を噴出させ、
土砂を吹き上げる。この方式は、ガスリフトパイ
プが不要なため、3インチ程度の小口径パイプに
も適用できる。 また、坑井ではなく水平管たとえばパイプライ
ン等には、ノズルをとりつけた高圧ホースをパイ
プに挿入してノズルから水を噴出させて洗浄を行
うウオータジエツト法が適用される。 〔発明が解決しようとする課題〕 坑井では、ケーシングパイプは地下数百メート
ル、時には千メートル以上にも達し、またその下
部は第4図に示すように多数の孔を有する孔明管
12となつている。土砂や錆等がパイプ内にたま
ると孔を通して所望のガスや液体を採取すること
ができなくなるため、洗浄だけでなく浚渫作業が
定期的に必要となる。 ところが従来坑井の洗浄および浚渫方法として
簡易かつ効果のある方法はなかつた。すなわち、
前記洗浄方法では浚渫効果はない上、ガスリフト
方式ではガスリフトパイプ3付近で洗浄効果はあ
るものの、そこから遠く離れると洗浄効果さえあ
まり期待できない。またブラツシング、酸処理、
ウオータジエツト洗浄方式では金属管22を数百
メートルもつなげて降下させるため、この作業を
行うには地表に鉄板を敷設し、地上数十メートル
にも達する櫓を設置し、巻揚げ機等をとりつけな
ければならず、洗浄するだけでもかなり大がかり
な作業となる。 また、従来の浚渫技術も金属管22を同じよう
に用いるため、作業の規模は上と同様である。ま
たリフト浚渫では金属管の他にガスリフトパイプ
も坑井中に降ろすため小口径の坑井には適用でき
ない。小口径の坑井にはポンプ浚渫が適用される
が、この方法は坑口まで水圧ヘツドと、金属管と
ケーシングの間隙を流れる際の圧損がかかつてし
まう為、金属管から噴出した水流が孔から外へ大
量にもれやすいこともあり、地上まで土砂を送り
出す能力が極めて低く、一般に土砂をケーシング
パイプの外に押し出すだけで実際には浚渫しても
すぐもとのように土砂が埋まつてしまう。このた
め特に小口径の坑井では浚渫するより新しい坑井
を作つた方が良いほどであつた。 金属管22に特殊金属を用いてフレキシビリテ
イを持たせ、巻きとれるようにして櫓を不要とし
た例もあるが、この例においても数十トントレー
ラ、クレーン、チユーブ送りのための特別な装置
とエンジン等が必要であり、作業が大がかりにな
る。また金属管にフレキシビリテイがあるだけ
で、従来の洗浄、浚渫技術と基本的には同じであ
る。 またパイプライン等で行なわれる高圧ホースに
よるウオータジエツト洗浄法では、軽量のホース
を用いるため、作業は比較的簡易であるが、これ
は水平であるがゆえに土砂を垂直に数百メートル
も送り出して浚渫する必要もなく、坑井における
技術とは全く別の技術である。 本発明は簡易かつ効果の高い坑井の洗浄および
浚渫方法とそのための装置を提供しようとするも
のである。 〔課題を解決するための手段〕 本発明は内管と外被が樹脂からなり先端にジエ
ツトノズルを有する高圧ホースを、坑口装置に配
置されたリユーブリケータを通してケーシングパ
イプ内に降下させ、該高圧ホースに水を導入して
該ジエツトノズルから水を噴出させてケーシング
パイプ内を洗浄、浚渫しかつ被洗浄物および被浚
渫物を流動化させると同時に、ケーシングパイプ
内の流体レベル以深に設けられたガスリフトパイ
プから圧縮ガスを噴出させて噴出ガスとともに被
洗浄物および被浚渫物を坑井から排出させること
を特徴とする坑井の洗浄および浚渫の方法であ
る。 上記のような高圧ホースを用いることにより、
軽量化が実現されるので、従来必要だつた櫓等の
大規模な設備は不要となる。第2図aに高圧ホー
ス断面を示す。高圧ホースの内管203を樹脂と
することにより変形が少なくなる為、高圧ホース
を垂直に垂らす事によつて生じる引張力によつて
ホースが伸びて内径が極端に小さくなり圧損が甚
大になることが防げる。また、高圧ホースの外被
201を樹脂とすることにより、リユーブリケー
タ内のパツカー(第3図701)との摩擦によつ
て高圧ホースが動かなくなるようなことはなくな
る。さらにウオータジエツト方式とガスリフト方
式を組み合わせることにより洗浄と浚渫を同時に
かつ効果的に行える。 第1図に本発明を実施するための装置の概念図
を示す。第1図aは坑内図、同bは地上図であ
る。 高圧ホース2の概略は第1図aに示される。ジ
エツトノズル1には坑井入口に向かつてすなわち
高圧ホース中央部に向かつて高圧ホースの軸方向
から0度をこえ90度未満の方向、すなわち図中の
θが、0゜<θ<90゜となる方向に小孔があけられ、
その方向に水が噴出されるようになつているとよ
い。これは、ジエツトノズルより上にある土砂等
を、この斜め上方向きの水流によつて吹き上げ流
動化しジエツトノズルよりも下へ降下しないよう
にできるからである。すなわちジエツト水流によ
るポンピング効果が利用できる。 ジエツトノズル1と高圧ホース2の間に直管部
11が設けられ、かつ直管部の長さが、ケーシン
グパイプ4の内径より長いことが好ましい。直管
部とは高圧ホースのようなフレキシビリテイを持
たない部分であり、金属管等を用いても、高圧ホ
ースに金属板等を巻きつけてもよい。この直管部
がないか、上記長さより短いと、ケーシングパイ
プ内をスムーズに上下させることが困難になる。 坑井の深さによつては高圧ホースを何本も連結
して用いなければならないことがある。この場合
高圧ホースをジヨイントによつて連結するが、ジ
ヨイントの外径は高圧ホースの外径より大きくな
るため、従来のリユーブリケータではガスリフト
によつて汲み揚げられる流体の噴射防止の用をな
さず、通常のリユーブリケータを軸方向に2段連
結した構造の異種管径用リユーブリケータが必要
となる。この構造を第3図に示す。この異種管径
用リユーブリケータは、外側に円錐面を有する中
空円筒状パツカー701と、該円錐面にかみ合う
円錐面を内側に有する中空円筒状のパツカー押し
702とが互いにかみ合わされて1組とされ、こ
の組が軸方向に2組間隔704を置いてボデイー
705内に配置され、各パツカーはボデイーに固
定されており、かつ各パツカー押しを各々独立に
軸方向に動かしてパツカー押しがパツカーを押す
力を調節する手段703を有する手段を2組有す
ることを特徴とする。このリユーブリケータは回
転力による機械的な手段で作動するものである
が、流体の圧力によつてパツカーを押し出す圧力
式の構造をもつリユーブリケータの方が作動が迅
速になり薦められる。 高圧ホースのジヨイント部を通過させる際に
は、まず出口側のリユーブリケータを閉じた状態
で入口側のリユーブリケータを開けてジヨイント
部を入口側のリユーブリケータと出口側のリユー
ブリケータの間まで通し、次に入口側のリユーブ
リケータを閉じた後に出口側のリユーブリケータ
を開けてジヨイント部を出口まで通過させる。ま
た、リユーブリケータは、噴出防止の役目をもち
ながら異種管径部を通過させる事ができるもので
あれば何でもよい。 〔実施例〕 第1図に従つて実施例の手順について説明す
る。 ガスリフト用コンプレツサを運転しケーシング
パイプ内の流体レベル以深に設けられたガスリフ
トパイプ3より圧縮ガスを圧入し坑井よりガス、
かん水を産出させた(予備洗浄)。三脚8、シー
ブ5,6と異種管径用リユーブリケータ7を設置
した。高圧ホース2の先端に短管11とジエツト
ノズル1をつけ、異種管径用リユーブリケータ7
より坑内に高圧ホース2を降下させた。(洗浄、
浚渫深度にて)高圧ポンプを運転しジエツトノズ
ル1より高圧水を噴出させ洗浄浚渫を行つた。砂
の浚渫時は、ジエツト水流によるポンピング効果
を有効に用いる為、高圧ホースの揚げ下げを頻繁
に行なつた。又、これは、砂により高圧ホースの
抑留を防止する効果もある。浚渫は、ある一定区
間の浚渫を実施したら、高圧ホース浚渫前の深度
まで巻き揚げ、高圧ポンプを休止し、ジエツトノ
ズルよりの噴射を中止してから再び浚渫深度まで
降下していき再埋没がないか確認しながら行なつ
た。洗浄、浚渫時は随時坑口にて汲み揚げられる
かん水の水質(汚れ、水等)に注意し、ノズルを
どんな位置まで上下させても汚れ等がでないよう
になつた時洗浄、浚渫を終了した。 実施例1および比較例1 上記手順に従い、深さ1000mの坑井の洗浄と浚
渫を行つた。ケーシングパイプは3インチ塩ビ管
(内径73mm)、高圧ホースは外径21mm、内径12.8
mm、内管および外被がナイロン12で補強層が高張
力スチールワイヤであり常用圧力1000Kgf/cm2
ものと、外径20.4mm、内径12.8mm、内管がナイロ
ン12で外被がポリウレタンであり補強層が高張力
ワイヤで常用圧力700Kgf/cm2のものをつないで
用いた。補強層は補強効果があれば何でも良い。 ジエツトノズルの形状は第2図bに示すとおり
であり、本例において逆噴射ノズル101は高圧
ホース中央部に向かつて高圧ホースの軸から30゜
の傾きθをもつている。またこの他に回転ノズル
102が設けられジエツトノズルが回転するよう
になつている。またジエツトノズルに続く直管部
は40cmとした。第1図に示した三脚8として、高
さ約3m、脚間約2mのものを用いたが、これは
人が2人で持ち運べるものであつた。 このように本発明を実施した結果を、従来方法
によつて同様の作業を行つた結果とともに表1に
示す。砂等の排出の効果は従来どおりの方法で判
定した。 実施例2および比較例2 実施例1および比較例1と同様の試験を深度
370mの坑井に対して行つた。高圧ホースは前記
の常用圧力700Kgf/cm2のもののみを用いた。こ
れにより明らかになつた結果を表2に示す。 なお費用の表示は全て実施例1の費用を100と
して表示した。 実施例および比較例からわかるように本発明に
よれば作業日数、費用とも大幅に削減でき、さら
に用地も格段に狭くてすむので、近くに建造物が
あつて従来浚渫不可能だつた坑井も浚渫可能とな
つた。
[Industrial Field of Application] The present invention relates to cleaning dirt from casing pipes, etc. of wells inserted underground, and dredging sand, etc. buried in these pipes. [Conventional technology] As a conventional well cleaning technology,
There are gas lift methods, brushing methods, acid treatment methods, and water jet cleaning methods. These conceptual diagrams are shown in FIGS. 4a to 4d, respectively. In the gas lift method, high pressure gas is blown into the straight pipe portion of the casing pipe 4 at an appropriate depth. In the brushing method, a metal tube 22 with a brush 23 attached thereto is lowered into the casing pipe and dirt is scrubbed away by the brush. In the acid treatment method, acid is poured into the casing pipe to perform acid cleaning. In the water jet cleaning method, a metal tube with a nozzle attached is lowered into the casing pipe, water is sent into the tube, and the water jetted from the nozzle performs cleaning. Conventional dredging techniques include gas lift dredging and pump dredging, as shown in FIGS. 5a and 5b, respectively. The gas lift method can be applied to casing pipes with a diameter of approximately 4.5 inches or more, and metal pipes 2
2 is lowered to the vicinity of the earth and sand layer 27, and gas is blown from the gas lift pipe 26 attached to the metal pipe 22 to blow up the earth and sand. In the pump method, water is ejected from the metal pipe 22,
blow up sand and dirt. Since this method does not require a gas lift pipe, it can also be applied to small diameter pipes of about 3 inches. In addition, for horizontal pipes, such as pipelines, instead of wells, the water jet method is applied, in which a high-pressure hose fitted with a nozzle is inserted into the pipe and water is jetted out from the nozzle for cleaning. [Problem to be solved by the invention] In wells, casing pipes reach hundreds of meters, sometimes more than a thousand meters underground, and the lower part becomes a perforated pipe 12 with many holes as shown in Figure 4. ing. If dirt, rust, etc. accumulate in the pipes, it becomes impossible to extract the desired gas or liquid through the holes, so not only cleaning but also dredging work is required periodically. However, there has been no simple and effective method for cleaning and dredging wells. That is,
The cleaning method described above does not have a dredging effect, and the gas lift method has a cleaning effect near the gas lift pipe 3, but the cleaning effect cannot be expected much further away from there. Also brushing, acid treatment,
In the water jet cleaning method, metal pipes 22 are connected for several hundred meters and lowered, so in order to perform this work, iron plates must be laid on the ground, a turret that reaches several tens of meters above the ground must be installed, and a hoisting machine, etc. must be attached. However, just cleaning it is a fairly large-scale task. Moreover, since the conventional dredging technique also uses the metal pipe 22 in the same way, the scale of the work is similar to that above. In addition, in lift dredging, gas lift pipes are lowered into the well in addition to metal pipes, so it cannot be applied to small-diameter wells. Pump dredging is applied to small-diameter wells, but this method causes a pressure drop when flowing through the hydraulic head and the gap between the metal pipe and casing to the wellhead, so the water jetting out from the metal pipe cannot escape from the hole. It can easily leak in large quantities to the outside, and the ability to send soil to the ground is extremely low.In general, the soil is simply pushed out of the casing pipe, and in reality, even after dredging, the soil is buried as it was before. Put it away. For this reason, it was often better to construct new wells than to dredge them, especially for small-diameter wells. In some cases, the metal tube 22 is made of a special metal to give it flexibility so that it can be rolled up, eliminating the need for a tower. This requires an engine, etc., and the work is extensive. Furthermore, the technology is basically the same as conventional cleaning and dredging technology, except that the metal pipe has more flexibility. In addition, the water jet cleaning method using a high-pressure hose used on pipelines, etc. uses a lightweight hose, so the work is relatively simple, but since this method is horizontal, it requires dredging by sending the earth and sand vertically several hundred meters. There is no need for this, and it is a completely different technology from that used in wells. The present invention aims to provide a simple and highly effective method for cleaning and dredging a well and an apparatus therefor. [Means for Solving the Problems] The present invention involves lowering a high-pressure hose whose inner pipe and outer sheath are made of resin and having a jet nozzle at the tip into a casing pipe through a reubricator disposed at a wellhead device, and injecting water into the high-pressure hose. water is introduced from the jet nozzle to clean and dredge the inside of the casing pipe and fluidize the object to be cleaned and the material to be dredged.At the same time, water is compressed from the gas lift pipe installed below the fluid level in the casing pipe. This method of cleaning and dredging a well is characterized by blowing out gas and discharging objects to be cleaned and dredged together with the ejected gas from the well. By using a high pressure hose like the one above,
Since the weight is reduced, the large-scale equipment such as a turret that was necessary in the past becomes unnecessary. Figure 2a shows a cross section of the high pressure hose. By making the inner pipe 203 of the high-pressure hose made of resin, deformation is reduced, so the tensile force generated when the high-pressure hose is hung vertically causes the hose to stretch, resulting in an extremely small inner diameter and a significant pressure loss. can be prevented. Furthermore, by making the outer sheath 201 of the high-pressure hose made of resin, the high-pressure hose will not become stuck due to friction with the packer (701 in FIG. 3) in the reubricator. Furthermore, by combining the water jet method and the gas lift method, cleaning and dredging can be carried out simultaneously and effectively. FIG. 1 shows a conceptual diagram of an apparatus for implementing the present invention. Figure 1a is an underground diagram, and Figure 1b is a ground diagram. A schematic diagram of the high pressure hose 2 is shown in FIG. 1a. The jet nozzle 1 has a direction that is more than 0 degrees and less than 90 degrees from the axial direction of the high pressure hose, that is, 0 degrees < θ < 90 degrees in the direction toward the well entrance, that is, toward the center of the high pressure hose. A small hole is made in the direction,
It would be good if the water was spouted in that direction. This is because the earth and sand above the jet nozzle can be blown up and fluidized by this diagonally upward water flow, and can be prevented from falling below the jet nozzle. In other words, the pumping effect of the jet water flow can be utilized. It is preferable that a straight pipe section 11 is provided between the jet nozzle 1 and the high pressure hose 2, and that the length of the straight pipe section is longer than the inner diameter of the casing pipe 4. The straight pipe part is a part that does not have flexibility like a high pressure hose, and may be made of a metal pipe or the like, or a metal plate or the like may be wrapped around the high pressure hose. If this straight pipe part is not present or the length is shorter than the above-mentioned length, it will be difficult to move the inside of the casing pipe up and down smoothly. Depending on the depth of the well, it may be necessary to connect several high-pressure hoses together. In this case, the high-pressure hoses are connected by a joint, but since the outside diameter of the joint is larger than the outside diameter of the high-pressure hose, conventional relubrators are unable to prevent the fluid being pumped up by the gas lift, and are usually A reubricator for different pipe diameters is required, which has a structure in which two reubricators are connected in the axial direction. This structure is shown in FIG. In this relubricator for different pipe diameters, a hollow cylindrical packer 701 having a conical surface on the outside and a hollow cylindrical packer pusher 702 having a conical surface on the inside that engages with the conical surface are meshed together to form a set, Two pairs of these sets are arranged in the body 705 at intervals 704 in the axial direction, each pusher is fixed to the body, and each pusher is independently moved in the axial direction to obtain the force of the pusher pushing the pusher. It is characterized by having two sets of means having means 703 for adjusting. Although this relubricator is operated by mechanical means using rotational force, a reubricator having a pressure type structure in which the packer is pushed out by the pressure of the fluid is recommended because it operates more quickly. When passing a high-pressure hose through a joint, first close the outlet reubricator, open the inlet reubricator, pass the joint between the inlet and outlet relubrators, and then After closing the relubricator, open the outlet-side relubricator and allow the joint to pass through to the outlet. Moreover, any reubricator may be used as long as it has the function of preventing blowout and allows passage of different pipe diameters. [Example] The procedure of the example will be explained according to FIG. The compressor for gas lift is operated, compressed gas is injected from the gas lift pipe 3 installed below the fluid level in the casing pipe, and the gas is extracted from the well.
Brine was produced (pre-washing). A tripod 8, sheaves 5 and 6, and a relubricator 7 for different pipe diameters were installed. Attach a short pipe 11 and a jet nozzle 1 to the tip of the high-pressure hose 2, and attach a reubricator 7 for different pipe diameters.
The high pressure hose 2 was lowered into the mine. (Washing,
(at the dredging depth) A high-pressure pump was operated to jet high-pressure water from jet nozzle 1 to perform cleaning dredging. When dredging sand, the high-pressure hose was raised and lowered frequently in order to effectively utilize the pumping effect of jet water flow. This also has the effect of preventing the high pressure hose from becoming trapped by sand. For dredging, once a certain section has been dredged, the high-pressure hose is hoisted up to the pre-dredging depth, the high-pressure pump is stopped, the injection from the jet nozzle is stopped, and the dredging is lowered to the dredging depth again to ensure that there is no re-burial. I did this while checking. During cleaning and dredging, pay attention to the water quality (dirt, water, etc.) of the brine being pumped up at the mine entrance, and complete cleaning and dredging when there is no dirt, etc., no matter how high or low the nozzle is moved up and down. Example 1 and Comparative Example 1 A well of 1000 m depth was cleaned and dredged according to the above procedure. The casing pipe is a 3 inch PVC pipe (inner diameter 73mm), and the high pressure hose has an outer diameter of 21mm and an inner diameter of 12.8mm.
mm, the inner tube and outer jacket are nylon 12, the reinforcing layer is high-tensile steel wire, and the normal pressure is 1000 kgf/cm 2 , and the outer diameter is 20.4 mm, the inner diameter is 12.8 mm, the inner tube is nylon 12, and the outer jacket is polyurethane. The reinforcing layer was made of high-tensile wire with a normal pressure of 700 Kgf/cm 2 . Any reinforcing layer may be used as long as it has a reinforcing effect. The shape of the jet nozzle is as shown in FIG. 2b, and in this example, the reverse injection nozzle 101 has an inclination θ of 30° from the axis of the high-pressure hose toward the center of the high-pressure hose. In addition to this, a rotating nozzle 102 is provided so that the jet nozzle rotates. In addition, the straight pipe section following the jet nozzle was 40 cm. The tripod 8 shown in FIG. 1 had a height of about 3 m and a distance between legs of about 2 m, which could be carried by two people. The results of implementing the present invention as described above are shown in Table 1 together with the results of performing similar work using the conventional method. The effect of discharging sand, etc. was determined using the conventional method. Example 2 and Comparative Example 2 The same tests as Example 1 and Comparative Example 1 were carried out.
The test was carried out on a 370m well. As for the high pressure hose, only the above-mentioned normal pressure hose of 700 Kgf/cm 2 was used. The results obtained are shown in Table 2. Note that all costs are shown with the cost of Example 1 set at 100. As can be seen from the Examples and Comparative Examples, according to the present invention, the number of working days and costs can be significantly reduced, and the land required is much smaller, making it possible to dredge wells that were previously impossible to dredge due to nearby structures. Dredging is now possible.

【表】【table】

〔発明の効果〕〔Effect of the invention〕

本発明により、地下数百メートルから千メート
ル以上にもおよぶ坑井を簡易に洗浄およひ浚渫で
きるようになつた。特に従来洗浄浚渫が困難であ
つた小口径の坑井にも本発明は容易に適用でき
る。
The present invention has made it possible to easily clean and dredge wells extending from several hundred meters underground to more than a thousand meters underground. In particular, the present invention can be easily applied to small-diameter wells, for which cleaning dredging has been difficult in the past.

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

第1図は本発明による洗浄および浚渫を行うた
めの装置の概略図、第2図は本発明で用いる高圧
ホースの断面図、第3図は本発明の異種管径用リ
ユーブリケータ、第4図は従来の坑井洗浄技術を
示す図、第5図は従来の坑井浚渫技術を示す図で
ある。 1:シエツトノズル、2:高圧ホース、3:ガ
スリフトパイプ、4:ケーシングパイプ、5:上
部シーブ、6:下部シーブ、7:異種管径用リユ
ーブリケータ、8:三脚、9:圧送管、10:坑
口装置、11:直管部(高圧ホース)、12:孔明
管、13:直管部、22:金属管、23:ブラ
シ、24:パツカー、25:ノズル、26:ガス
リフト管、27:被浚渫物、201:外被、20
2:補強層、203:内管、204:高圧ホース
ジヨイント、701:パツカー、702:パツカ
ー押し、703:パツカー押し移動手段、70
4:間隔、705:ボデイー。
Fig. 1 is a schematic diagram of an apparatus for cleaning and dredging according to the present invention, Fig. 2 is a sectional view of a high-pressure hose used in the present invention, Fig. 3 is a reubricator for different pipe diameters of the present invention, and Fig. 4 is a FIG. 5 is a diagram illustrating a conventional well dredging technique. 1: Seat nozzle, 2: High pressure hose, 3: Gas lift pipe, 4: Casing pipe, 5: Upper sheave, 6: Lower sheave, 7: Reubricator for different pipe diameters, 8: Tripod, 9: Pressure feed pipe, 10: Wellhead device , 11: Straight pipe part (high pressure hose), 12: Perforated pipe, 13: Straight pipe part, 22: Metal pipe, 23: Brush, 24: Packer, 25: Nozzle, 26: Gas lift pipe, 27: Dredged object, 201: Outer cover, 20
2: Reinforcement layer, 203: Inner pipe, 204: High pressure hose joint, 701: Push car, 702: Push car, 703: Push car moving means, 70
4: Interval, 705: Body.

Claims (1)

【特許請求の範囲】 1 内管と外被が樹脂からなり先端にジエツトノ
ズルを有する高圧ホースを、坑口装置に設置され
たリユーブリケータを通してケーシングパイプ内
に降下させ、該高圧ホースに水を導入して該ジエ
ツトノズルから水を噴出させてケーシングパイプ
内を洗浄、浚渫しかつ被洗浄物および被浚渫物を
流動化させると同時に、ケーシングパイプ内の流
体レベル以深に設けられたガスリフトパイプから
圧縮ガスを噴出させて噴出ガスとともに被洗浄物
および被浚渫物を坑井から排出させることを特徴
とする坑井の洗浄および浚渫の方法。 2 ジエツトノズルから水を噴出させるときに、
ジエツトノズルから坑井入口に向かつて高圧ホー
スの軸方向から0度をこえ90度未満の方向にも水
を噴出させることを特徴とする請求項1に記載の
方法。 3 高圧ホースにジエツトノズルに続いて直管部
が設けられ、該直管部の長さが、ケーシングパイ
プの内径より長いことを特徴とする請求項1また
は2に記載の方法。 4 坑井の洗浄および浚渫用高圧ホースであつ
て、内管および外被が樹脂からなり、先端にジエ
ツトノズルを有し、ジエツトノズルに続いて直管
部を有し、該ジエツトノズルには、高圧ホース中
央部に向かつて高圧ホースの軸から0度をこえ90
度未満の方向に向かう小孔が設けられており、か
つ該直管部の長さは坑井のケーシングパイプの内
径より長いことを特徴とする高圧ホース。 5 外側に円錐面を有する中空円筒状パツカー
と、該円錐面にかみ合う円錐面を内側に有する中
空円筒状のパツカー押しとが互いにかみ合わされ
て1組とされ、この組が軸方向に2組間隔を置い
てボデイー内に配置され、各パツカーはボデイー
に固定されており、かつ各パツカー押しを各々独
立に軸方向に動かしてパツカー押しがパツカーを
押す力を調節する手段を有する手段を2組有する
ことを特徴とする異種管径用リユーブリケータ。 6 リユーブリケータが請求項5に記載の異種管
径用リユーブリケータであり、高圧ホースより大
きな径を有する高圧ホースのジヨイント部を通過
させる際に、まず出口側のリユーブリケータを閉
じた状態で入口側のリユーブリケータを開けてジ
ヨイント部を入口側のリユーブリケータと出口側
のリユーブリケータの間まで通し、次に入口側の
リユーブリケータを閉じた後に出口側のリユーブ
リケータを開けてジヨイント部を出口側まで通過
させるという手順により、高圧ホースを坑井に設
置された異種管径用リユーブリケータに通すこと
を特徴とする請求項1、2または3に記載の方
法。
[Scope of Claims] 1. A high-pressure hose whose inner tube and outer sheath are made of resin and has a jet nozzle at the tip is lowered into the casing pipe through a relubricator installed at the wellhead, and water is introduced into the high-pressure hose to Water is jetted out from the jet nozzle to clean and dredge the inside of the casing pipe, and fluidize the objects to be cleaned and dredged. At the same time, compressed gas is jetted out from the gas lift pipe installed below the fluid level in the casing pipe. A method for cleaning and dredging a well, which comprises discharging objects to be cleaned and dredged from the well along with ejected gas. 2 When spouting water from the jet nozzle,
2. The method according to claim 1, further comprising jetting water from the jet nozzle toward the well entrance in a direction greater than 0 degrees and less than 90 degrees from the axial direction of the high-pressure hose. 3. The method according to claim 1 or 2, wherein the high-pressure hose is provided with a straight pipe section following the jet nozzle, and the length of the straight pipe section is longer than the inner diameter of the casing pipe. 4. A high-pressure hose for cleaning and dredging wells, the inner pipe and the outer jacket are made of resin, and the jet nozzle has a jet nozzle at the tip, and a straight pipe part follows the jet nozzle, and the jet nozzle has a high-pressure hose in the center. 90 degrees beyond 0 degrees from the axis of the high pressure hose
1. A high-pressure hose, characterized in that it is provided with a small hole extending in a direction less than 10 degrees, and the length of the straight pipe section is longer than the inner diameter of a casing pipe of a well. 5 A hollow cylindrical packer having a conical surface on the outside and a hollow cylindrical packer pusher having a conical surface on the inside that engages with the conical surface are engaged with each other to form a set, and this set is separated by two sets in the axial direction. each pusher is fixed to the body, and has two sets of means having means for independently moving each pusher in the axial direction to adjust the force with which the pusher pushes the pusher. A reubricator for different pipe diameters. 6. The relubricator is a relubricator for different pipe diameters according to claim 5, and when passing the high pressure hose having a diameter larger than that of the high pressure hose through the joint part, first, the outlet side relubricator is closed and the inlet side relubricator is closed. High pressure hose 4. The method according to claim 1, 2 or 3, characterized in that the tube is passed through a relubricator for different pipe diameters installed in the wellbore.
JP32192088A 1988-12-22 1988-12-22 Cleaning and dredging method and apparatus for well Granted JPH02167985A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32192088A JPH02167985A (en) 1988-12-22 1988-12-22 Cleaning and dredging method and apparatus for well

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32192088A JPH02167985A (en) 1988-12-22 1988-12-22 Cleaning and dredging method and apparatus for well

Publications (2)

Publication Number Publication Date
JPH02167985A JPH02167985A (en) 1990-06-28
JPH0465199B2 true JPH0465199B2 (en) 1992-10-19

Family

ID=18137887

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32192088A Granted JPH02167985A (en) 1988-12-22 1988-12-22 Cleaning and dredging method and apparatus for well

Country Status (1)

Country Link
JP (1) JPH02167985A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3032597U (en) * 1996-06-18 1996-12-24 株式会社明間ボーリング Underground cleaning device
JP4299587B2 (en) * 2003-05-29 2009-07-22 株式会社 ナリキ Well repair equipment
JP4628412B2 (en) * 2007-11-07 2011-02-09 関東天然瓦斯開発株式会社 Well cleaning method and cleaning apparatus
JP6071700B2 (en) * 2013-03-29 2017-02-01 株式会社クボタ In-hole cleaning baler and baling method using the in-hole cleaning baler
JP7264793B2 (en) * 2019-11-14 2023-04-25 関東天然瓦斯開発株式会社 Well repair method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5128305A (en) * 1974-09-03 1976-03-10 Mitsubishi Heavy Ind Ltd TATEANAKUTSUSAKUKINIOKERU ZURIHAISHUTSUSOCHI

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5128305A (en) * 1974-09-03 1976-03-10 Mitsubishi Heavy Ind Ltd TATEANAKUTSUSAKUKINIOKERU ZURIHAISHUTSUSOCHI

Also Published As

Publication number Publication date
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