| 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 | Drill string element, the drill pipe and the corresponding drill pipe section | JP2010547221 | 2009-02-19 | JP5433864B2 | 2014-03-05 | ブレ・ジャン |
| 122 | Conduit pipe | JP2009025969 | 2009-02-06 | JP2009138943A | 2009-06-25 | CARO COLIN GERALD; BIRCH PHILIP LLOYD; TALLIS WILLIAM |
| PROBLEM TO BE SOLVED: To reduce turbulent flow and pressure loss by causing a swirling in flow flowing through a conduit pipe. SOLUTION: In regard to the conduit pipe (1) used for an industrial application, the center line of this conduit pipe (1) follows substantially a spiral channel, and the amplitude of the spiral is not greater than half of a pipe system. COPYRIGHT: (C)2009,JPO&INPIT | ||||||
| 123 | conduit | JP2007532949 | 2005-09-21 | JP2008513709A | 2008-05-01 | カーロ、コリン・ジェラルド; タリス、ウィリアム; バーチ、フィリップ・ロイド |
| 本発明は産業活動で使用する導管（１）に関し、この導管(１)は特殊な形状を有している。 特に、導管（１）は低振幅螺旋形状として形成されており、これは導管（１）を通じて流れる流れに旋回を生じさせる。 この旋回流は幾多の利点を与える。 特に、導管を用いることができる用途は石油生産ライザー、フローライン、井戸に用いる下げ孔のための生産管、流体移送のためのパイプライン、静的ミキサ、屈曲管、継手等、ペンストック、吸入管、化学物物、石油化学製品、製剤用途の反応炉、熱交換器、冷却ボックス、廃棄物処理のための焼却炉及び加熱炉、静的分離機、及び空気吸入口を含む。 | ||||||
| 124 | Boring device using the embedded pile | JP2003294911 | 2003-08-19 | JP3874748B2 | 2007-01-31 | ハーティング ウォルフガング; シュミッドマイヤー ラダウィグ |
| 125 | Soil boring device and soil boring method | JP7268497 | 1997-03-10 | JP3703936B2 | 2005-10-05 | ピュットマン フランツ−ヨセフ |
| 126 | Boring device using embedded pile | JP2003294911 | 2003-08-19 | JP2004076578A | 2004-03-11 | SCHMIDMAIER LUDWIG; HARTTIG WOLFGANG |
| PROBLEM TO BE SOLVED: To provide a boring device in which the closure of auger is assuredly prevented and soil can be unloaded at a higher speed with small power by a better method. SOLUTION: The boring device builds a tubular embedded pile. A tube 3 and a spiral vane 1 of the inner auger are introduced into the ground at the same time. The surface 2 of the spiral vane has protruding parts so that a roughness is larger than that of an ordinary rolling plate. When the roughness of the surface 2 of the spiral vane is increased, the contact surface of the soil and the spiral vane 1 is decreased in the clay type soil. As a result, the adhesion of the soil and the surface 2 of the spiral vane is extremely lower than a case of a smooth surface of the spiral vane, and the stickiness or adhesion of the soil to the surface 2 of the spiral vane is low, so that the clogging of the auger can be prevented and the soil can be continuously fed or unloaded. COPYRIGHT: (C)2004,JPO | ||||||
| 127 | How to build a pile with a high friction force | JP8895599 | 1999-03-30 | JP3163420B2 | 2001-05-08 | 昌克 宮島; 一行 松沢; 正信 真居 |
| 128 | Soil boring device | JP7268497 | 1997-03-10 | JPH1018772A | 1998-01-20 | PUETTMANN FRANZ-JOSEF |
| PROBLEM TO BE SOLVED: To prevent wear of rods caused by the slip of a push-pull unit by providing the push-pull unit with engaging means so as to be connectable in shape to the rods. SOLUTION: In order to excavate a bore hole 2 in soil, a push-pull unit 4 is disposed in a recess 3 through a fixed frame 5. A hydraulic piston cylinder unit 8 is disposed at the frame 5 so as to reciprocate a movable body 9 on a straight line. A plural pairs of guide bolts 10 in the movable body 9 are used to guide rod parts 15 of a boring rod, and another rod part 14 is connected to a rod part 14 held to the movable body 9. A connecting head 19 is disposed at one end of each rod 14, and its engaging protruding part is engaged with cutouts 24, 25 provided at horizontal walls 16, 17. The bore hole 2 can thereby be excavated by pressing a boring end 13 into soil through the rod consisting of a plurality of rod parts 14. | ||||||
| 129 | Method and apparatus for geological survey | JP3999987 | 1987-02-23 | JPS62296093A | 1987-12-23 | REIMON RAMI |
| 130 | JPS6245952B2 - | JP4733981 | 1981-04-01 | JPS6245952B2 | 1987-09-29 | GERUHARUTO RUMUPU; DEIETERU SHORUTSU |
| 131 | Drill | JP11803783 | 1983-06-29 | JPS5948592A | 1984-03-19 | U KURISUTEIAN ZEEFURUUTO |
| 132 | Drill for rock drill | JP4733981 | 1981-04-01 | JPS56159498A | 1981-12-08 | GERUHARUTO RUMUPU; DEIETERU SHIYORUTSU |
| 133 | JPS5248921B2 - | JP444774 | 1973-12-28 | JPS5248921B2 | 1977-12-13 | |
| 134 | JPS5038888B1 - | JP1435168 | 1968-03-07 | JPS5038888B1 | 1975-12-12 | |
| 135 | JPS507701A - | JP444774 | 1973-12-28 | JPS507701A | 1975-01-27 | |
| 136 | 암석 드릴링 구성요소를 위한 베이나이트강 | KR1020157019664 | 2013-12-16 | KR1020150097771A | 2015-08-26 | 린덴,요한; 안톤슨,토마스 |
| 베이나이트강은, (중량%로): C: 0.16 - 0.23, Si: 0.8 - 1.0, Mo: 0.67 - 0.9, Cr: 1.10 - 1.30, V: 0.18 - 0.4, Ni: 1.60 - 2.0, Mn: 0.65 - 0.9, P: ≤ 0.020, S: ≤0.02, Cu: <0.20, N: 0.005 - 0.012, 나머지 Fe 및 불가피한 불순물들을 포함한다. | ||||||
| 137 | 이음부를 구비한 스크류파일 | KR1020110043346 | 2011-05-09 | KR1020120125728A | 2012-11-19 | 송기용 |
| PURPOSE: A screw pile with a connection part is provided to easily control the length of a screw pile if necessary and to prevent the errors of a ground boring work with firm connection structure of the screw pile. CONSTITUTION: A screw pile with a connection part comprises multiple rod parts(100), spiral parts(200), and a connection part. The rod parts have a hollow inside thereof and are formed at a predetermined length. The spiral parts are spirally formed on the exterior of the rod parts along a longitudinal direction of the rod parts. The connection part is arranged in one side of the rod parts and connects the rod parts. | ||||||
| 138 | The ground the drill and File insertion method | KR20100070047 | 2010-07-20 | KR20120008831A | 2012-02-01 | CHOI HAG LIM |
| PURPOSE: An excavation drill and a pile construction method are provided to reduce construction costs and time by increasing an operation speed. CONSTITUTION: An excavation drill comprises a circle blade(102), a flat plate blade(103), a support frame(105), a bearing(106), a file settling frame(108), and a file support frame. The circle blade is arranged on the central part for preceding excavation. The flat plate blade is arranged according to the edge of the circle blade. The support frame given is installed on the top of the flat plate blade and supports the flat plate blade. The bearing is installed on the top of the support frame given and. The file support frame is fixed and coupled in a shaft. | ||||||
| 139 | 천공기 | KR1020080021000 | 2008-03-06 | KR1020090095825A | 2009-09-10 | 유희연 |
| A drilling device is provided to be used at the place where the height of topography is limited by maintaining a first and second assembly motor compactly. A drilling device comprises: a first gear(32); a second gear(31) connected in the first gear, rotating a screw(10); a first motor assembly(30) including a first motor(33) circulating the first gear; a third gear(42); a fourth gear(41) engaged in a third gear and rotating a casing(20); a second motor(43) circulating the third gear; and a second motor assembly(40) arranged in the lower part of the first motor assembly. | ||||||
| 140 | 배관 | KR1020087027733 | 2005-09-21 | KR1020080102327A | 2008-11-24 | 캐로,콜린,제럴드; 버치,필립,로이드; 탈리스,윌리엄 |
| The present invention relates to piping (1) for use in industrial activities, where the piping (1) has a specific geometry. In particular, the piping (1) is formed as a lowamplitude helix, which causes fluid flowing through the piping (1) to swirl. This swirl flow provides a large number of advantages. Particular applications where the piping (1) can be used include petroleum production risers and flowlines, production tubing for downhole use in wells, pipelines for the transportation of fluids, static mixers, bends, junctions or the like, penstocks and draft tubes, reactors for chemical, petrochemical, and pharmaceutical applications, heat exchangers, cold boxes, incinerators and furnaces for waste disposal, static separators, and air intakes. | ||||||
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