序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
21 SUBSEA WELL SAFING SYSTEM EP11820786.9 2011-08-29 EP2609284B1 2018-10-03 COPPEDGE, Charles Don; KELLEY, Dana Karl; PORTER, Charles; RUMANN, Hildebrand Argie
A subsea well safing method and apparatus adapted to secure a subsea well in the event of a perceived blowout in a manner to mitigate the environmental damage and the physical damage to the subsea wellhead equipment to promote the ability to reconnect and recover control of the well. The safing assembly is adapted to connect the marine riser to the BOP stack. Pursuant to a safing sequence, the well tubular is secured in the upper and lower safing assemblies and the tubular is then sheared between the locations at which it has been secured. Subsequently, an ejection device is actuated to physically separate the upper safing assembly and connected marine riser from the lower safing assembly that is connected to the BOP stack.
22 METHOD AND APPARATUS FOR MEASURING PARTICLE SIZE DISTRIBUTION IN DRILLING FLUID EP09822619.4 2009-10-21 EP2909604A2 2015-08-26 RONAES, Egil; FREEMAN, Michael, A.
A method for measuring particle size distribution in a fluid material, involving inserting a laser beam instrument directly in the fluid flow line, wherein the laser beam instrument focuses a laser beam on a window directly coupled with the fluid flow line, wherein the fluid flow line comprises a fluid having a plurality of particles of different sizes, measuring a diameter of at least one particle in the fluid flow line by reflectance of the at least one particle as the at least one particle passes through the focused laser beam, and determining a duration of reflection of the at least one particle, and obtaining a count of particles in each of a pre-set range group of particle sizes, wherein the count of particles is used to determine particle size distribution in the fluid flow line.
23 PRESSURE ACTIVATED DOWN HOLE SYSTEMS AND METHODS EP13750788.5 2013-08-05 EP2885487A2 2015-06-24 ACOSTA, Frank; BUDLER, Nicholas, F.; SZARKA, David, D.
Systems and methods for activating a down hole tool in a wellbore. A piston is moveable from a first position to a second position for activating the down hole tool. The piston includes a first side exposed to a first chamber, and a second side exposed to a second chamber. A rupture member has a first side exposed to the first chamber and a second side exposed to a third chamber. The rupture member is configured to rupture when a pressure differential between the first chamber and the third chamber reaches a predetermined threshold value, at which point the rupture member allows fluid communication between the first chamber and the third chamber. When the rupture member is intact, the piston is in the first position, and when the rupture member ruptures, the piston moves to the second position and activates the down hole tool.
24 Downhole apparatus and method EP12161281.6 2009-02-27 EP2472052B1 2014-04-23 Nutley, Kim; Nutley, Brian; Robitaille, Glen
25 SUBSEA WELL SAFING SYSTEM EP11820786.9 2011-08-29 EP2609284A1 2013-07-03 COPPEDGE, Charles Don; KELLEY, Dana Karl; PORTER, Charles; RUMANN, Hildebrand Argie
A subsea well safing method and apparatus adapted to secure a subsea well in the event of a perceived blowout in a manner to mitigate the environmental damage and the physical damage to the subsea wellhead equipment to promote the ability to reconnect and recover control of the well. The safing assembly is adapted to connect the marine riser to the BOP stack. Pursuant to a safing sequence, the well tubular is secured in the upper and lower safing assemblies and the tubular is then sheared between the locations at which it has been secured. Subsequently, an ejection device is actuated to physically separate the upper safing assembly and connected marine riser from the lower safing assembly that is connected to the BOP stack.
26 Downhole apparatus and method EP12161281.6 2009-02-27 EP2472052A1 2012-07-04 Nutley, Kim; Nutley, Brian; Robitaille, Glen

A downhole apparatus is described comprising a body (12) and a sealing arrangement (15) located on the body. The body (12) has a longitudinal axis (L) and the sealing arrangement comprises at least one elongated sealing member (30) with an axis of elongation extending around the longitudinal axis (L). The sealing member (30) comprises a material selected to expand on exposure to at least one predetermined fluid, such as a hydrocarbon or aqueous fluid encountered in a wellbore.

27 Downhole apparatus and method EP12161276.6 2009-02-27 EP2472051A1 2012-07-04 Nutley, Kim; Nutley, Brian; Robitaille, Glen

A downhole apparatus is described comprising a body (12) and a sealing arrangement (30) located on the body (12). The body has a longitudinal axis (L) and the sealing arrangement comprises at least one elongated sealing member (30) with an axis of elongation extending around the longitudinal axis (L). The sealing member (30) comprises a material selected to expand on exposure to at least one predetermined fluid, such as a hydrocarbon or aqueous fluid encountered in a wellbore.

28 Downhole apparatus and method EP09153898.3 2009-02-27 EP2096255B8 2012-05-09 Nutley, Kim; Nutley, Brian; Robitaille, Glen
29 Aus mehreren Rahmenteilen zusammengesetzter Rahmen für Schachtabdeckungen EP81101021.4 1981-02-13 EP0036079B1 1984-10-31 Weidmann, Hans-Josef, Ing. (grad.)
30 HAZARDOUS MATERIALS CONTROL EP81902797.0 1981-10-14 EP0069740A1 1983-01-19 SMITH, Andrew Lloyd
Procede permettant de lutter contre l'echappement de substances depuis un pipe-line, par exemple lors d'explosions de puits de petrole ou lorsque des produits chimiques dangereux s'echappent, par introduction dans le pipe-line d'un fluide inerte, qui est normalement un gaz, ce fluide etant introduit a une temperature plus basse que celle de la substance qui s'echappe, et dans des conditions telles que le fluide se detend lors de son introduction, afin de refroidir et diluer la substance qui s'echappe.
31 Aus mehreren Rahmenteilen zusammengesetzter Rahmen für Schachtabdeckungen EP81101021.4 1981-02-13 EP0036079A1 1981-09-23 Weidmann, Hans-Josef, Ing. (grad.)

Der mehreckige, insbesondere rechteckige Rahmen für Schachtabdeckungen ist aus mehreren längs der Rahmenseite verlaufenden Rahmenteilen zusammengesetzt, an denen Auflage- und/oder geneigte Dichtflächen für einen Deckel ausgebildet sind.

Zur Vereinfachung der Herstellung derartiger Rahmen ist jedes Rahmenteil (z. B. 1,2) nach Wenden um 180° um eine zur Rahmenebene parallele Achse (X) mit dem ihm gegenüberliegenden Rahmenteil (z. B. 3,4) austauschbar. Jedes der zwei Rahmenteile (2,4) weist auf beiden Seiten Auflageflächen (22, 24) und/oder Dichtflächen (12, 14) auf, die wahlweise in die Betriebslage an der Rahmeninnenseite gebracht werden können durch Wenden jedes Rahmenteils um 180° und Austauschen der Rahmenteile (2,4).

32 열순환 파이프의 시공 방법 KR1020100137393 2010-12-29 KR101034782B1 2011-05-17 김봉진
PURPOSE: A method of installing a heat transfer pipe is provided to enable a geothermal hole to be easily punched without the impact on construction time and period since the geothermal hole is punched before excavation. CONSTITUTION: A method of installing a heat transfer pipe comprises next steps. A geothermal hole is punched on a building site. An outer casing is installed on the geothermal hole. An assembly of a heat transfer pipe and an inner casing is inserted into the geothermal hole through the outer casing. The outer casing is removed from the geothermal hole. The inner casing is exposed to the ground surface through excavation. The inner casing is removed and then a grouting material is filled in the geothermal hole.
33 스페이서와 수용성 고분자에 충진된 벤토나이트를 PE 파이프와 동시에 투입하는 지열시공 공법 KR1020090061768 2009-07-07 KR1020110004123A 2011-01-13 박경한; 김상범
PURPOSE: A construction method of simultaneously adding bentonite and a PE pipe is provided to prevent the pump of grouting equipment from becoming clogged when bentonite is added since the bentonite is buried with a heat exchanger and thus is inflated by the water. CONSTITUTION: A construction method of simultaneously adding bentonite and a PE pipe comprises a bore(1), a 25mm PE heat exchanger(2), an inlet port(3), a water soluble polymer powder bag(4), a spacer(5) and a vent(7). If the water is added through the inlet port, the water soluble polymer powder melts in the water and the bentonite and the water make contact and thus the bentonite is inflated. The water soluble polymer powder bag is filled with the bentonite. The spacer makes the PE pipe heat exchanger maintain a straight line. The space is connected to the bentonite-filled polymer bag.
34 지열공 보호 및 지하수순환장치 KR1020070069570 2007-07-11 KR100798127B1 2008-01-28 안근묵; 홍성술
An apparatus for protecting geothermal hole and circulating subterranean water is provided to expose a pipe rarely above the ground, to eliminate heat loss, and to prevent physical impact from an outside by laying a subterranean water circulation line connecting a geothermal hole and a heat exchange unit under the ground by way of a subterranean water guiding unit. An apparatus for protecting geothermal hole and circulating subterranean water comprises the followings: a subterranean water pumping unit(10) including a geothermal hole(11) connecting to a subterranean water layer, a subterranean water suction pipe(13) inserted to the geothermal hole with a protection pipe unit(14) having larger diameter on a top, and an immersible motor pump(15) installed in the protection pipe unit, to pump the subterranean water through the subterranean water suction pipe; a geothermal hole protection pipe(20) covering an upper part of the geothermal hole, and connected to the geothermal hole exposing only the upper part above the ground; a subterranean water guiding unit(50) installed to the geothermal hole protection pipe, to support the immersible motor pump and the subterranean water suction pipe, to connect to a subterranean water circulation line(3), to discharge the subterranean water the immersible motor pump pumped, to a side wall of the geothermal hole protection pipe, and to lay the subterranean water circulation line under the ground.
35 농수로 지하 밸브실의 방수 시공 방법 KR1020040046339 2004-06-21 KR1020050121161A 2005-12-26 이종환
본 발명은 농수의 공급원인 댐 또는 저수지로부터 멀리 떨어진 농토에 물을 공급하기 위해 지하에 매설되는 농수로타입에서 공급되는 물을 농토와 근접된 수로 측으로 분기하기 위해 일정 간격으로 설치되는 농수로 지하 밸브실의 방수 시공 방법에 관한 것으로, 기존 설치된 콘크리트 지하 밸브실을 철거하지 않고도 지하 밸브실의 내부에 물이 차이지 않도록 방수 시공할 수 있도록 한 것이다. 이를 위해, 밸브실(4)의 바닥면 크기에 따라 FRP를 원통부재(12)가 되게 마는 과정에서 파이프가 통과되게 절단함과 동시에 이음부위를 접착테이프(13)로 접착하여 실링하는 단계와, 상기 원통부재의 수직면상에 일정간격으로 보강파이프(17)를 위치시키고 접착테이프(18)로 고정시키는 단계와, 밸브실을 구성하는 콘크리트 벽체(10)와 원통부재(12)사이에 우레탄 폼(14)을 충진하여 원통부재(12)와 파이프(2)사이의 틈새를 폐쇄하는 단계로 이루어지므로 이미 시공된 콘크리트 벽체를 해체하지 않고도 밸브실을 완벽하게 방수 시공할 수 있게 된다.
36 VALVE ASSEMBLY AND CONTROL METHOD FOR EXTRACTION WELLS UNDER EMERGENCY CONDITIONS EP15801242.7 2015-10-22 EP3209854B1 2018-12-12 MOLASCHI, Claudio; MALIARDI, Alberto; NISTA, Alessio
A safety valve assembly for extradition of hydrocarbons includes a valve body including a passage duct, configured to be traversed by a production and/or drilling line. The valve body includes housings for a punch and counter-punch, arranged diametrically opposite to one another with a common longitudinal axis substantially perpendicular to the longitudinal axis of the valve. The punch slides linearly in a controlled manner in the housing along the axis which intersects the longitudinal axis of the pipe, and the counter-punch slides linearly in a controlled manner in the housing along the axis which intersects the longitudinal axis of the pipe. The punch and counter-punch are configured to allow the counter-punch to slidingly receive the punch in its interior to create two different shearing planes. The counter-punch includes a hollow part to slidingly receive the section of tubular material and the punch, in the linear movement during the shearing operation.
37 SEAL ELEMENT EP14726127.5 2014-05-20 EP2999763B1 2018-10-31 AKULICHEV, Anton; THORKILDSEN, Brede
The present invention provides a seal element made in an elastomeric composite, said material comprising an elastomeric polymer and a phase change material (PCM), wherein the PCM is able to provide thermal energy to the elastomeric polymer upon cooling to the phase transition point of the PCM.
38 WELL STRUCTURE SUPPORT SYSTEMS, APPARATUS AND METHODS EP16759818.4 2016-07-25 EP3325759A1 2018-05-30 GORE, Nathan
Support systems, apparatus and methods for use with well structures, which may be used to reduce the cost and/or risk of performing procedures on assets, for example, prior to or during well abandonment. A support system includes an actuation system for use with a support member. The support member may be configured for complementary engagement with the actuation system. A cross-over section is configured for use at a lower end of the support member and includes a body portion and a well structure portion. The bore of the cross-over section changes from a first diameter at the body portion to a second diameter at the well structure portion, the second diameter being greater than the first diameter.
39 PRESSURE ACTIVATED DOWN HOLE SYSTEMS AND METHODS EP13750788.5 2013-08-05 EP2885487B1 2017-11-08 ACOSTA, Frank; BUDLER, Nicholas, F.; SZARKA, David, D.
40 SUBSEA WELL SAFING SYSTEM EP11820786 2011-08-29 EP2609284A4 2017-08-16 COPPEDGE CHARLES DON; KELLEY DANA KARL; PORTER CHARLES; RUMANN HILDEBRAND ARGIE
A subsea well safing method and apparatus adapted to secure a subsea well in the event of a perceived blowout in a manner to mitigate the environmental damage and the physical damage to the subsea wellhead equipment to promote the ability to reconnect and recover control of the well. The safing assembly is adapted to connect the marine riser to the BOP stack. Pursuant to a safing sequence, the well tubular is secured in the upper and lower safing assemblies and the tubular is then sheared between the locations at which it has been secured. Subsequently, an ejection device is actuated to physically separate the upper safing assembly and connected marine riser from the lower safing assembly that is connected to the BOP stack.
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