首页 / 国际专利分类库 / 固定结构 / 土层或岩石的钻进;采矿 / 地层钻进,例如深层钻进 / 钻头 / .牙轮钻头(牙轮岩心钻头入E21B10/06;带导向部件的入E21B10/26;以抗磨部件为特征的入E21B10/46)
序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
41 파이프 삽입홀 천공드릴 KR2020080003726 2008-03-21 KR2020090009660U 2009-09-24 신재진
본 고안은 회전에 의하여 흙을 외부로 배출하면서 지면을 뚫고 들어가서 파이프 삽입홀을 천공하도록 소정의 폭과 두께를 갖는 때 형상의 금속판을 길이방향을 중심으로 꼬아서 금속판의 모서리가 길이방향으로 소정 간격의 탭을 이루면서 트위스트 형상을 갖도록 형성된 몸체부와, 상기 몸체부를 보호하도록 그 하단부에 용접 결합되는 초경합금 재질의 보호부와 상기 몸체부의 상부에 결합되되, 그 상단에는 소정의 회전장치에 결합될 수 있도록 상기 회전장치의 결합부위의 형상에 대응하는 형상을 갖는 결합부가 구비되어 있는 연결대를 포함하여 이루어지는 파이프 삽입홀 천공드릴에 관한 것이다. 천공드릴, 몸체부, 연결대, 결합부, 보호부, 파이프 삽입홀, 탭간격
42 보링 장치 및 이를 포함하는 굴삭기 KR1020160134062 2016-10-17 KR101743679B1 2017-06-05 윤영덕
본발명은보링장치및 이를포함하는굴삭기에관한것이다. 본발명의일 실시예에의하면, 일단에버켓이탈부착가능하도록한 쌍의걸림연결체가구비된암을포함하는굴삭기에설치되고, 터널의길이방향을따라수평으로보링작업을수행하는보링장치에있어서, 일단을통해상기한 쌍의걸림연결체에탈부착가능하도록연결되는몸체부; 일단이상기몸체부에연결되어회전구동력에의해회전하는회전부재와, 상기회전부재타단에구비된회전로드를포함하는회전구동부; 및상기회전부재에탈부착가능하도록결합되고, 상기회전구동력에의해회전하며터널의길이방향을따라수평으로보링작업을수행하는보링툴;을포함한다.
43 구멍 드릴링용 착암 드릴링 장치 및 방법 KR1020087008368 2006-10-06 KR101374612B1 2014-03-18 케스키니바마르쿠; 에스코마우리; 매키요르마; 헬린아이모; 피이스파넨유하; 아홀라에르키
본 발명은 암반에 구멍을 뚫는 착암 드릴링 장치와 방법에 관한 것이다. 이 방법에서는 드릴 로드와 이 드릴 로드의 단부의 콘 롤러 비트를 포함하는 이른바 탑 해머 착암 드릴링 장치로 구멍을 뚫는다. 충격 장치로 드릴링 할 때, 작은 진폭의 응력 펄스가 적어도 200 Hz 인 고주파수에서 발생된다. 이 착암 드릴링 장치에서는 상기 드릴 로드의 단부의 콘 롤러 비트 (3) 와 충격 장치는 드릴 로드와 콘 롤러를 경유하여 암반에 적어도 200 Hz 의 주파수로 낮은 진폭의 이송 응력 펄스를 이송하도록 구성된다.
44 슬라임 배출장치를 구비한 지반 굴착장치 KR1020110119300 2011-11-16 KR1020130053711A 2013-05-24 김영문; 박영환
PURPOSE: An excavation device comprising a slime emission device is provided to reduce noise and to effectively discharge slime at a low electric power. CONSTITUTION: An excavation device comprising a slime emission device comprises an excavating device(100) and a discharging device(200). The excavating device comprises excavating rods(110,120), excavating tools(130,140), and an excavating driving device. The discharging device comprises discharging rods(210,220) and a discharging driving device. A discharging rod is inserted into the excavating rod for being arranged on the coaxial line as an excavating rod. The discharging driving device rotates the discharging rod and discharging screws(211,221) installed along the outer circumference of the discharging rod to discharge slime which flows in the excavating rod through a slime inlet hole(141).
45 완충장치 및 이를 구비한 지반굴착용 해머 KR1020090036052 2009-04-24 KR1020100117356A 2010-11-03 김정겸
PURPOSE: A shock absorbing device and a hammer for ground excavation therewith are provided to conveniently control load carrying capacity of a shock absorbing member using the amount of coil springs. CONSTITUTION: A shock absorbing device comprises a pair of frames and multiple coil springs(203). The frames face with each other. The coil springs are inserted between the frames and are arranged to be separated from each other. The frames have ring-shaped bodies(201,202). Coupling holes are formed on the ring-shaped bodies at uniform intervals.
46 확공용 멀티해머 KR1020080130329 2008-12-19 KR1020100071560A 2010-06-29 김정겸
PURPOSE: A multi hammer for reaming an excavation hole is provided to improve work efficiency by forming a structure which can accurately arrange a center part of a hammer body in an excavation hole. CONSTITUTION: A multi hammer for reaming an excavation hole comprises a hammer body(100), a piston, a center guide(103), and a bit(104). The hammer body comprises a torque supplier of an excavator, a joint connected to an air supplier, a hit space, and a bit mounting unit corresponding to the hit space. The center guide is protruded from the front end of the hammer body and guides excavating. The bit is installed in the bit mounting unit to hit the ground and is arranged covering the center guide.
47 구멍 드릴링용 착암 드릴링 장치 및 방법 KR1020087008368 2006-10-06 KR1020080053490A 2008-06-13 케스키니바마르쿠; 에스코마우리; 매키요르마; 헬린아이모; 피이스파넨유하; 아홀라에르키
The invention relates to a method and a rock-drilling rig for drilling a hole in a rock. In the method the hole is drilled with a so-called top-hammer rock-drilling rig including a drill rod and a cone roller bit at the end of the drill rod. During drilling with the percussion device, stress pulses of low amplitude are produced at a high frequency of at least 200 Hz. In the rock drilling rig, the cone roller bit (3) at the end of the drill rod and the percussion device are configured to feed stress pulses of low amplitude, at the frequency of at least 200 Hz, via the drill rod and the cone roller bit to the rock.
48 지씨엠공법에 사용되는 3축로드 지반굴착장치 KR1020060079626 2006-08-23 KR1020080017873A 2008-02-27 김영환
A three-axis ground excavating apparatus for GCM(Gravel Cement Mixing) method is provided to prevent concentration of gravels during improving of soft ground and construction of underground vertical waterproof wall, and to execute a uniform grouting by equally mixing gravels distributed in soil. A three-axis ground excavating apparatus for GCM(Gravel Cement Mixing) method comprises a crawler crane, a leader, an auger, a three-axis gear box(4), and a three-axis rod. The crawler crane automatically moves on the ground, moving the three-axis rod to an excavation point. The leader is vertically secured on the ground by a support arm and a backstay provided on a distal end of the crawler crane, guiding lifting movement of the auger. The auger, as a power source to rotate the three-axis rod, is lifted along two guide bars that are secured in parallel perpendicular to the leader for intrusion of the three-axis rod underground and for drawing out therefrom. The three-axis gear box, mounted on a lower side of the auger, to rotate the three-axis rod by torque transmitted by the auger. Inside the three-axis gear box, one driving rotary axis(4a) rotatably mounted in the center, and two linked rotary axes(4b,4c) rotatably mounted on the opposite sides of the driving rotary axis, are disposed in a line having predetermined intervals therebetween. The three-axis rod, comprising one driving rod(5a) and two linked rods(5b,5c), is provided to excavate ground and mix the excavated soil and gravels. The driving rotary axis and two linked rotary axes rotate in the same direction, so that the driving rod and linked gears that are connected at lower ends of each rotary axis rotate in the same direction for excavation and mixing operations.
49 지반굴삭용 멀티해머의 공기분산장치 KR2020050005505 2005-03-02 KR200385532Y1 2005-05-30 김정겸
본 고안은 고압의 공기가 유입되는 멀티해머의 에어탱크 바닥면에 별도의 공기분산장치를 설치함으로써, 에어탱크로 유입된 공기를 에어탱크 내부에서 와류현상을 발생시켜 다수개의 각 해머에 균일하게 전달되어 상기 해머에 연결된 다수개의 비트가 모두 원활히 굴삭작업을 수행할 수 있도록 하는 지반굴삭용 멀티해머의 공기분산장치에 관한 것으로, 즉, 지반의 굴삭작업을 수행하는 멀티해머에 있어서, 상기 에어탱크의 내측 바닥면에는 유입되는 고압의 공기가 에어탱크내부에서 원활히 굴절/순환할 수 있도록 공기분산장치가 설치되며, 상기 공기분산장치는 외주연에 공기가 유입될 수 있도록 다수개의 통공이 형성된 유입관과, 상기 유입관의 상부에 설치되어 상기 에어탱크로 유입된 고압의 공기를 에어탱크내부에서 와류현상을 일으켜 상기 에어탱크 내에 일정한 압이 형성될 때 각 분출관으로 균일한 양이 유입되도록 하는 공기굴절판을 포함하여 구성된다.
50 타격력 발생장치 KR1020040042520 2004-06-10 KR1020050005758A 2005-01-14 아오키카추토시
PURPOSE: A generator for impact force is provided to generate large impact force and to control the size of impact force and the frequency of impact easily. CONSTITUTION: The generator for impact force comprises a weight hammer(13) installed to slide along a guide rod(12) fixed to a case(10), a compression spring(14) providing restoring force to the weight hammer(13), and a rotary body(17) provided with a hanger(18) for hanging the weight hammer(13) by rotation, then moving upward from the initial location and releasing at the appointed location.
51 EXCAVATING HEAD EP16717704.7 2016-03-11 EP3268570A1 2018-01-17 PALMIERI, Silvano
The excavating head (1) comprises: an attachment element (8) to a driving machine to place the head (1) in rotation; a plate-shaped body (2) connected to the attachment element (8) and having a first main face (3) and a second main face (4) opposite to each other, the first main face (3) being facing to the excavation front; and an excavation tool (17) associated with the plate-shaped body (2) so as to protrude at least in part from the first main face (3); at least a through opening (20) and crossing the plate-shaped body (2) between the first main face (3) and the second main face (4), the excavation tool (17) being at least partially housed within the latter.
52 EXCAVATING HEAD EP16719491.9 2016-03-11 EP3268569A1 2018-01-17 PALMIERI, Silvano
The excavating head (1) comprises: an attachment element (2) to a driving machine to place the head (1) in rotation; a plate-shaped body (7) having a first main face (8) and a second main face (9), the first main face (8) being facing to the excavation front and the second main face (9) being opposite to the first main face (8) and connected to the attachment element (2); at least an excavation tool (10) associated with the plate-shaped body (7) so as to protrude at least in part from the first main face (8); and suction means (13) of the excavated material associated with said plate- shaped body (7) and comprising: a plurality of through openings (14, 15) and crossing the plate-shaped body (7) between the first main face (8) and the second main face (9); and a hood-shaped element (17) having a suction mouth (18) adjacent to the second main face (9) and surrounding the through openings (14, 15).
53 DEVICE AND METHOD FOR DRILLING A LARGE DIAMETER BOREHOLE EP17174261.2 2017-06-02 EP3252263A1 2017-12-06 PROVOOST, Anthonius Johannes Maria; ALEN, Steven Francis Josephine; RABAUT, Dieter Wim Jan

Described is a device for drilling a shaft of large diameter in an underwater bottom. The described device comprises a drill string to be driven into the underwater bottom by means of a drill string drive, wherein the drill string is provided on a drilling end with a support plate which runs transversely of a longitudinal direction of the drill string and is connected non-rotatably to the drilling end. The support plate is provided with a number of cutter heads, wherein the cutter heads can be actively driven by means of a cutter head drive. The device also comprises discharge means for the ground portions cut with the cutter heads. With the device a shaft of large diameter can be formed in an underwater bottom in efficient manner. Further described is a jack-up platform which is provided with the device.

54 HARDFACING CONFIGURATION FOR A DRILLING TOOL EP11844386 2011-11-30 EP2646642A4 2017-05-10 RUNQUIST RANDY R; HOELTING KEITH ALLEN; FONTANA CHRIS
Bits configured for drilling rock that are of the type that includes a plurality of teeth supported in pockets that are on a cutting face that is driven to rotate. The pockets are configured to allow the teeth to passively rotate while in the pockets. The present disclosure provides a bit having hardfacing around the pockets and related methods.
55 WEAR RESISTANT PLATES ON A LEADING TRANSITIONAL SURFACE OF THE LEG FOR A ROTARY CONE DRILL BIT EP14778535 2014-03-05 EP2981666A4 2016-11-16 HARRINGTON DAVID MICHEL; KONGAMNACH AMNACH; FIERRO CESAR A
56 PREDICTING DRILLABILITY BASED ON ELECTROMAGNETIC EMISSIONS DURING DRILLING EP13854179.2 2013-10-18 EP3058396A1 2016-08-24 DASHEVSKY, Yuliy Aleksandrovich; TERENTEV, Sergey Alexandrovich; DOROVSKY, Vitaly Nikolaevich; DUBINSKY, Vladimir
An embodiment of a method of predicting drilling assembly performance includes: acquiring measurements of electromagnetic (EM) radiation emitted due to destruction of formation materials by a drilling assembly during a drilling operation; selecting input parameters, the input parameters including drilling assembly parameters, operational parameters, and the measurements of the EM radiation; supplying the input parameters to a mathematical drillability model; and generating a rock drillability parameter using the drillability model and the input parameters, the rock drillability parameter providing an indication of drilling performance.
57 SHAPED CUTTING ELEMENTS FOR EARTH-BORING TOOLS AND EARTH-BORING TOOLS INCLUDING SUCH CUTTING ELEMENTS EP13746230 2013-02-08 EP2812523A4 2015-11-25 BILEN JUAN MIGUEL; SCOTT DANNY E; PATEL SURECH G; MATTHEWS OLIVER; NELMS DEREK L; LYONS NICHOLAS J
Cutting elements for an earth-boring tool include a substrate base and a cutting tip. The cutting tip may include a first generally conical surface, a second, opposite generally conical surface, a first flank surface extending between the first and second generally conical surfaces, and a second, opposite flank surface. The cutting tip may include a central axis that is not co-linear with a longitudinal axis of the substrate base. The cutting tip may include a surface defining a longitudinal end thereof that is relatively more narrow in a central region thereof than in a radially outer region thereof. Earth-boring tools include a body and a plurality of such cutting elements attached thereto, at least one cutting element oriented to initially engage a formation with the first or second generally conical surface thereof. Methods of drilling a formation use such cutting elements and earth-boring tools.
58 ADAPTIVE CONTROL CONCEPT FOR HYBRID PDC/ROLLER CONE BITS EP10772502 2010-04-27 EP2425087A4 2014-06-11 TURNER EVAN C; SULLIVAN ERIC
59 FORMING OBJECTS BY INFILTRATING A PRINTED MATRIX EP11808324.5 2011-11-28 EP2646184A2 2013-10-09 ATKINS, William, Brian; WEAVER, Gary, Eugene
There is disclosed herein a method of molding an object by infiltrating a matrix material with an infiltration material, the method including providing first and second zones of respective different first and second matrix materials arranged substantially adjacent to each other in a mold, including forming a transition region between the two zones through which the composition of the material in the transition region is gradually varied from the composition of the first matrix material adjacent the first zone to the composition of the second matrix material near the second zone.
60 Frein hydraulique pour trépan EP13150755.0 2013-01-10 EP2620584A1 2013-07-31 Porel, Louis-Claude

Procédé de blocage/freinage d'au moins une roue conique d'entrée d'un trépan d'un outil de forage consistant à utiliser au moins une roue dentée (1) dudit trépan comme élément d'entraînement d'une pompe hydraulique (P) pompant en circuit fermé (17) ledit circuit comportant un distributeur (9) commandé pour occuper soit une position ouverte soit une position fermée ; de telle sort que, en position ouverte, la pompe tourne librement sans absorber d'énergie, et que, en position fermée ladite pompe (P) soit hydrauliquement bloquée, ce qui bloque la rotation de la roue dentée (1).

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