| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 121 | JPS6240392B2 - | JP16423185 | 1985-07-26 | JPS6240392B2 | 1987-08-27 | RICHAADO AREKISANDAA BUROON; ROBAATO DONARUDO NOORISU |
| 122 | Apparatus for and method of forming excavated hole | JP11290881 | 1981-07-17 | JPS5751390A | 1982-03-26 | BEN UEIDO OOKUSU DEITSUKINSON; ROBAATO UEIN DEITSUKINSON |
| 123 | 粘土安定剤としてのアルキル化ポリエーテルアミン | JP2015541830 | 2013-11-04 | JP6308686B2 | 2018-04-11 | パカルスキ,マレク; フオークナー,マシユー・ダブリユー |
| 124 | Pollutant removal method and apparatus | JP26379095 | 1995-10-12 | JP3805414B2 | 2006-08-02 | アール マンシーニー アルフォンソ; エイ ウィリアムス リチャード |
| 125 | Deformable well screen and installation method thereof | JP51786397 | 1996-11-07 | JPH11514712A | 1999-12-14 | エムメン，ヤコブス，ヘンドリクス，ペトルス，マリア; ケンター，コルネリス，ヤン; サミユエル，アラン，ジエームズ; ドンネリー，マーチン; ライネン，パウルス，ヘルマヌス，フランシスクス; ローベツク，ウイルヘルムス，クリスチアヌス，マリア; ロス，ブレント，レイノルズ |
| (57)【要約】 固体粒子が炭化水素産出井内に移動するのが防止するための変形可能な坑井スクリーンであり、少なくとも１個の実質的に管状のフィルター層を含み、該フィルター層の篩目寸法はスクリーンの膨張及び／又は他の変形中又は後にほぼ一定に維持されるか又は予定通りに均一に漸次変化する。 場合により、スクリーンは膨張可能なスロット付き管（３）の周囲に配置された円周方向に鱗重ねした一連のフィルターセグメント（４）、スロットに樹脂被覆粒体を充填した膨張可能なスロット付き管、マイクロスロットをもつ膨張可能なスロット付き管、金網スクリーンを相互に焼結させたアセンブリ及び／又は合成ジオテキスタイルからなる。 | ||||||
| 126 | The collection tube to collect the liquid or gas buried in the underground, how to build a horizontal filter lateral holes and drainage pipes, and equipment to be used for it | JP52278694 | 1994-04-21 | JP2771037B2 | 1998-07-02 | SASU INGO; BAIYAA HANSUUYOOHIMU; KURAIZAA KURAUSU; GENGAA YOOKU |
| PCT No. PCT/EP94/01248 Sec. 371 Date Feb. 6, 1995 Sec. 102(e) Date Feb. 6, 1995 PCT Filed Apr. 21, 1994 PCT Pub. No. WO94/24414 PCT Pub. Date Oct. 27, 1994For the induction of underground collector mains, in particular for the construction of horizontal filter wells and drainage mains, at least one bore (1) having respectively an inlet aperture (3) and an outlet aperture (4) is introduced into predetermined layers of soil. Then a filter strand drawing in unit (5) which consists of an inner filter strand and an outer protective pipe is inducted into the respective bore (1) and finally the outer protective pump of the filter strand drawing in unit (5) is removed. The filter strand in unit is used as a tool consisting of an inner filter strand and an outer protective pipe. In a preferred further development, the intermediate space between the inner filter strand and the outer protective pipe is provided with filter sand and/or a filter gravel filling. | ||||||
| 127 | The collection tube to collect the liquid or gas buried in the underground, how to build a horizontal filter lateral holes and drainage pipes, and equipment to be used for it | JP52278694 | 1994-04-21 | JPH08501362A | 1996-02-13 | クライザー，クラウス; ゲンガー，ヨーク; サス，インゴ; バイヤー，ハンス‐ヨーヒム |
| (57)【要約】 収集管を地下に埋設し、水平なフィルター横穴および排水管を構築する方法であって、地下の特定の地層に沿って入口（３）および出口（４）を有する少なくとも一つの穴（１）を形成する。 次に、フィルターユニット（５）をそれぞれの穴（１）に導入する。 フィルターユニット（５）は内側フィルターストランドと外側保護パイプとからなる。 導入後、外側保護パイプはフィルターストランドから引き抜かれる。 フィルターユニット（５）は、収集管の埋設用装置として使用される。 収果管の埋設用装置は、内側フィルターストランドと、外側保護パイプとを具備する。 好ましい実施例においては、内側フィルターストランドと、外側保護パイプとの間に、フィルター用砂および／またはフィルター用砂利が用いられる。 | ||||||
| 128 | Gravel pack screening apparatus for well | JP25253189 | 1989-09-29 | JPH032493A | 1991-01-08 | JIYON II GAIDORII; RARII JIEI GEBEDOO; JIYOSEFU EFU DONOBAN; JIEFUAASON PII ASHIYUTON |
| PURPOSE: To filter particulate matter such as sand extracted together with fluid, so as to prevent the particulate matter from entering a conduit, by using an apparatus in which mesh means retaining a fluid permeable bed are mounted on the outside of an inner tubular member having a fluid passage means formed thereon. CONSTITUTION: Retention mesh means 15 retaining a fluid permeable bed 16 of sand, bauxite, glass beads or resin-coated sand of a predetermined grain size and having an opening 15A set to a predetermined size are manufactured, with a mesh size between about 6 and 250. An apparatus 100 with the mesh means 15 mounted on the exterior wall of an inner tubular member 10 having formed therein a fluid flow passageway 13 and having on its outer periphery a fluid passage means 14 set to a predetermined size is connected to a well conduit WC. Particulate matter such as sand mixed in hydrocarbon extracted from an extraction zone Z is filtered and prevented from being extracted together with fluid. COPYRIGHT: (C)1991,JPO | ||||||
| 129 | JPS6329053B2 - | JP22847483 | 1983-12-05 | JPS6329053B2 | 1988-06-10 | MURAHASHI YOSHIO |
| 130 | Well apparatus | JP22847483 | 1983-12-05 | JPS60123636A | 1985-07-02 | MURAHASHI YOSHIO |
| 131 | JPS50158140A - | JP13764474 | 1974-11-27 | JPS50158140A | 1975-12-20 | |
| 132 | 지하수 관측정 환형공간의 충진물 충진장치 | KR1020090043723 | 2009-05-19 | KR100941476B1 | 2010-02-10 | 김창훈; 정성래 |
| PURPOSE: A filler charging device of a groundwater observation well annular space is provided to reduce working time and facilitate post-processes as filler is not insufficient and left. CONSTITUTION: A filler charging device of a groundwater observation well annular space comprises a filler metering part(100), a mounting part(200), and a transport unit(300). The filler metering part comprises a graduate(110) with an opened top. A handle(120) is pivotally mounted on the upper end of the filler metering part. The filler metering part comprises a rotary control member(130) rotating the handle in the specific direction. The filler metering part comprises a metric display unit(140) measuring the filler amount according to the diameter of the annular space. The mounting part supports the filler metering part to be rotated. | ||||||
| 133 | 발포 콘크리트의 주입방법 및 발포 콘크리트 | KR1020007007806 | 1999-01-15 | KR1020010040336A | 2001-05-15 | 요한손잉게마르; 스페트만크옐; 임렐켄스 |
| 본발명은균열이있고다공질이거나접근하기어려운다른캐비티를갖는자갈, 모래, 쇄석(碎石), 암석및 콘크리트구조물을안정화시키고, 미분쇄시멘트, 분산제및 비표면적이큰 임의의미립자물질을함유하는수성분산액을기본으로하는펌프가능한저점성발포콘크리트를주입함으로써수류(水流)에대해이를실링하는방법에관한것이다. 본발명은또한공극용적이 20% 이상이고, 입자분포가, 95% 이상이메쉬크기가 64㎛인체를통과할정도인미분쇄시멘트와입자크기가시멘트의입자크기보다작은미립자물질을, 시멘트의중량을기준으로하여, 2 내지 20% 함유하는발포콘크리트를개시한다. | ||||||
| 134 | 시추공을 형성시키기 위한 굴착장치 | KR1019810002584 | 1981-07-16 | KR1019850001292B1 | 1985-09-09 | 벤웨이드오크스디킨슨더더드; 로버트웨인디킨스 |
| A bore hole is formed using an elongated, reversible rolling tube with inner and outer walls connected at the forward end by a rollover area, holding a central pipe. The area is positioned so ti projects into an underground formation, and drilling fluid is directed through the annulus between the inner wall and the pipe and then through the pipe. Driving fluid is directed through the annular space between the walls, so that the inner wall moves through the area to become the outer wall as the tube moves forward into the slurry of cuttings as the pipe is carried forward as a function of the movement of the area. The tube is e.g. of woven cloth, and the fluid may include a hot acid or basic aqueous or petroleum-based solution. | ||||||
| 135 | 기공 및/또는 마이크로구체 배치 및/또는 크기가 조절된 세라믹 입자 및 그의 제조 방법 | KR1020127020076 | 2010-12-23 | KR1020120123671A | 2012-11-09 | 우,상화; 시에,유밍; 코커,크리스토퍼,이.; 차터지,디립 |
| 본 발명은 마이크로구체 배치 및/또는 크기 및 마이크로구체 형태학이 조절된, 경량 고강도 마이크로구체 함유 세라믹 입자에 관한 것이고, 이는 비중과 충격 강도의 향상된 균형을 초래하여 개방성 지하층 부분을 지지하는 프로판트와 같은 용도로 사용될 수 있다. 본 발명의 마이크로구체 함유 세라믹 입자를 하나 이상 사용하는 프로판트 배합물이 또한 기재되어 있다. 또한 개방성 지하층 부분을 지지하는 방법이 기재되어 있다. 또한, 본 발명의 마이크로구체 함유 세라믹 입자의 기타 용도 및 마이크로구체 함유 세라믹 입자의 제조 방법도 기재되어 있다.
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| 136 | 집수정에 여과력을 충진하는 방법 | KR1020060138078 | 2006-12-29 | KR100761284B1 | 2007-09-27 | 김승현 |
| A method for filling gravel to a collector well is provided to improve the working condition and to reduce the removing process by preventing the water or sand from being continuously discharged through a projection pipe. A method for filling gravel to a collector well comprises the steps of: inserting a projection pipe(20) into an aquifer while injecting the slurry made of the transmission liquid to have the gravel through the projection pipe; and withdrawing the projection pipe by embedding a water collection pipe formed of the screen in the projection pipe. The slurry is selected from the gravel of the volcanic rocks, the composite resin bead, and the porous ceramic ball. The transmission liquid is water. | ||||||
| 137 | 발포 콘크리트의 주입방법 및 발포 콘크리트 | KR1020007007806 | 1999-01-15 | KR100594712B1 | 2006-07-03 | 요한손잉게마르; 스페트만크옐; 임렐켄스 |
| 본 발명은 균열이 있고 다공질이거나 접근하기 어려운 다른 캐비티를 갖는 자갈, 모래, 쇄석(碎石), 암석 및 콘크리트 구조물을 안정화시키고, 미분쇄 시멘트, 분산제 및 비표면적이 큰 임의의 미립자 물질을 함유하는 수성 분산액을 기본으로 하는 펌프 가능한 저점성 발포 콘크리트를 주입함으로써 수류(水流)에 대해 이를 실링하는 방법에 관한 것이다. 본 발명은 또한 공극 용적이 20% 이상이고, 입자 분포가, 95% 이상이 메쉬 크기 64㎛의 체를 통과할 정도인 미분쇄 시멘트와, 입자 크기가 시멘트의 입자 크기보다 작은 미립자 물질을, 시멘트의 중량을 기준으로 하여, 2 내지 20% 함유하는 발포 콘크리트를 개시한다. 발포 콘크리트, 콘크리트 구조물 안정화, 발포 콘크리트 주입 | ||||||
| 138 | 시추공을 형성시키기 위한 굴착장치 | KR1019810002584 | 1981-07-16 | KR1019830006562A | 1983-09-28 | 벤웨이드오크스디킨슨더더드; 로버트웨인디킨스 |
| 내용없음 | ||||||
| 139 | METHOD AND APPARATUS FOR USE WITH AN INFLOW CONTROL DEVICE | EP11796191.2 | 2011-06-07 | EP2567061B1 | 2018-11-28 | THORKILDSEN, Tage; JOKELA, Timo; PETUKHOV, Pavel; DESTAD, Marius; RIISEM, Edvin Eimstad |
| A completion assembly is run downhole into a well. The assembly includes a valve and a material that is adapted to initially configure the valve to prevent fluid flow through the valve in at least one direction. The technique includes performing a downhole completion operation in the well and disintegrating the material to allow the prevented fluid flow through a nozzle of the valve. The nozzle is used to regulate production or injection in the well. | ||||||
| 140 | SINGLE TRIP MULTI-ZONE COMPLETION SYSTEMS AND METHODS | EP12885641.6 | 2012-09-26 | EP2900908B1 | 2018-10-31 | TIPS, Timothy, R.; RICHARDS, William, Mark |
| Disclosed are systems and methods of producing from multiple production zones with a single trip multi-zone completion system. One single trip multi-zone completion system includes an outer completion string having at least one sand screen arranged thereabout and a flow control device movably disposed within the at least one sand screen between an open position and a closed position, and an insert string arranged within the outer completion string and having at least one control and data acquisition module disposed thereon, the at least one control and data acquisition module having one or more mechanical coupling mechanisms extending therefrom and configured to locate and move the flow control device between the open and closed positions. | ||||||
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