子分类：
| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 61 | Multihydraulic power device | US27607528 | 1928-05-08 | US1730862A | 1929-10-08 | O'BRIEN JOHN J |
| 62 | Subsea Crane System | US14510900 | 2014-10-09 | US20150167271A1 | 2015-06-18 | Roger Walls; Mark A. Johnson |
| A subsea crane system and a method of installing equipment using the same. In one example, the subsea crane system a plurality of winches positioned adjacent to a seabed and each of the winches has an associated winch line. A buoyancy tank is mechanically connected to each of the winches by the winch lines. A lift line extends from the buoyancy tank and an engagement device is provided at the end of the lift line. | ||||||
| 63 | Concrete receptacle assembly and method for using the same to creat synthetic riprap blocks | US10801026 | 2004-03-15 | US20040179896A1 | 2004-09-16 | John Edgar Curry; Wiliam Leon Pinkston |
| A concrete receptacle assembly includes a frame that supports a series of cells that are used to receive waste concrete and mold the waste concrete into synthetic riprap blocks. The cells are defined by a series of angled partitions that are mounted within the frame, with the angled partitions defining the shape of the synthetic riprap blocks produced. In operation, the waste concrete is distributed into the cells, where it is allowed to cure for a predetermined period of time. Once cured, the concrete receptacle assembly is upended such that the synthetic riprap blocks will be dislodged from the cell. Once the synthetic riprap blocks have been extracted, the concrete receptacle assembly is prepped for the next cycle of production. | ||||||
| 64 | Method of production of large tank, system using such large tank and submerged tunneling method using the tank | US68445 | 1998-05-08 | US6164872A | 2000-12-26 | Haruo Morishige |
| The present invention relates to a method of manufacturing a tank which is too large to be built on the ground. In the method, a floating station (1012) is built on the sea, surrounding a first spherical shell section (1002a) which constitutes one end of the tank. In the floating station, a hollow cylindrical section is built in a vertical position, connected to the first spherical shell section. The second spherical shell section (1002b) constituting the other end of the tank is connected to the open end of the hollow cylindrical section. | ||||||
| 65 | Method and apparatus for underwater reclamation | US715309 | 1991-06-10 | US5222839A | 1993-06-29 | Kazunori Ishida; Yasutaka Nakai; Motoyoshi Ishii; Taisuke Kato; Kiyoyuki Abe |
| An improved method for underwater reclamation is disclosed. Dredged mud sent under pressure by an earth and sand conveying device is treated with solidifying material, and before it is solidified, it is directly fed to an underwater reclaiming apparatus. The treated mud is fed through a discharge port of the underwater reclaiming apparatus, while the discharge port is always maintained embedded at a constant depth in a previously deposited underwater reclamation mud layer at the bottom of the water. An apparatus for underwater reclamation that is suitable for practicing the improved method is also disclosed. | ||||||
| 66 | Compacting apparatus | US562192 | 1983-12-15 | US4557632A | 1985-12-10 | Charles Penny |
| A compacting apparatus is provided and includes a material supply line having an upright inlet portion and a transversely disposed lower outlet portion provided with a discharge opening at its discharge end. The lower outlet portion is supplied with high pressure air from an air supply line which includes an outlet end portion disposed coaxially within the lower outlet portion of the material supply line and is provided with a nozzle assembly for directing pressurized jets of air toward the discharge opening. The material supply line upper inlet and lower outlet portions, each, are provided with a circumferential air chamber operative to discharge air jets into the material supply line in a downstream direction about the outer periphery thereof and the air jets discharged from the circumferential air chamber provided on the lower outlet end portion of the material supply line coact with the aforementioned nozzle assembly air jets and are disposed immediately downstream from nozzle assembly air jets to facilitate the flow of material through the outlet end portion of the supply line and the discharge opening thereof, the discharge opening being reduced in inside diameter relative to the inside diameter portion of the material supply line in which the nozzle assembly and adjacent circumferential air chamber are disposed. | ||||||
| 67 | Method of packing heat pipes within a pipe pile involving the vibration of the packing material | US49641274 | 1974-08-12 | US3898851A | 1975-08-12 | WYANT REECE E |
| A pair of heat pipes are placed within the interior of a pipe pile which has been grouted within an earth borehole. A predetermined amount of water is metered into the bottom of the interior of the pipe pile and then dry sand is added to the water. Various means are disclosed for vibrating the sand and water mixture including the vibration of the heat pipes and/or the vibration of the pipe pile.
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| 68 | Method of clearing and filling tubular piles for foundations | US24176827 | 1927-12-22 | US1729422A | 1929-09-24 | GLEASNER WILLIAM J |
| 69 | JPH025848B2 - | JP15049784 | 1984-07-21 | JPH025848B2 | 1990-02-06 | HATSUTORI SUMIO; MABUCHI YUKIHIDE; MATSUSHITA ICHIRO |
| 70 | Bucket for removing sediment | JP15049784 | 1984-07-21 | JPS6131527A | 1986-02-14 | HATTORI SUMIO; MABUCHI YUKIHIDE; MATSUSHITA ICHIRO |
| PURPOSE:To collect sediment in a stabilizing solution, by providing a bucket comprising an outer cylinder part, a tapered cylinder part, which is extended upward in a manner to be bevelled from the bottom of the outer cylinder toward the axis of the outer cylinder, and a valve member which is located to the opening, on the tapered off side, of the tapered cylinder. CONSTITUTION:A bucket 1 comprises an outer cylinder part 2b which has size smaller than that of an excavated hole, a tapered part 3 which is extended in a manner to be bevelled from a bottom 2a of the outer cylinder part 2b toward the axis of the outer cylinder part 2b, and a valve member 4 which is located to an opening 3a, on the tapered off side, of the tapered part 3. The bucket 1 is inserted into an excavated hole down to a position in the vicinity of an excavated hole bottom by means of a wire 6, and vertically reciprocated to cause sediment, accumulated on the excavated hole bottom, to float in a stabilizing solution. When, with this state, the bucket 1 is lowered, a stabilizing solution containing the sediment pushes upward the valve member 4. When the bucket is raised, the valve member 4 is closed, and the stabilizing solution containing the sediment is collected between the outer cylinder part 2b and the tapered cylinder part 3. | ||||||
| 71 | Construction of underwater concrete structure | JP22181283 | 1983-11-25 | JPS60115706A | 1985-06-22 | OKUMURA YOSHIO |
| PURPOSE:To make easier the construction of underwater concrete structure by a method in which formworks are assembled using metal nets as sheathing boards, and underwater concrete is placed into the formworks to bury the metal nets. CONSTITUTION:Wheel-in-anchors are buried in an existing revetment B, spacers 2 are projected horizontally, and metal nets 1 are erectly set at a fixed interval from the revetment B. Vertical batters 3 are erected along the metal nets 1 on the opposite side of the revetment B, the ends of spacers 2 are pierced through the long holes of the batters 3, and cross batters 4 are held by holders 5 to assemble a formwork C. Underwater concrete is placed between the metal net 1 and the revetment B to bury the metal net 1, and after the concrete hardens, the vertical and cross batters 3 and 4 are removed out to obtain an underwater concrete structure A. | ||||||
| 72 | Method for manufacturing a supporting layer for mattress structures, and such supporting layer | EP98203919.0 | 1998-11-20 | EP0918109B1 | 2003-07-23 | de Boer, Jan |
| Method for manufacturing a supporting layer and such supporting layer to be used for mattress structures, which supporting layer is composed of a water-permeable woven fabric layer (1) provided with rows of woven-in loops (3) for attaching a grating of weeps (7) to the supporting layer, while on the woven fabric layer (1), a water-permeable protective layer from a non-woven fabric (2), felt or the like is fixed, in which layer openings (4) are provided in at least a number of places corresponding to underlying loops (3), for instance by supplying heat by means of a soldering device or the like. |
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| 73 | METHOD OF PRODUCTION OF LARGE TANK, SYSTEM USING SUCH LARGE TANK AND SUBMERGED TUNNELING METHOD USING THE TANK | EP97941252 | 1997-09-26 | EP0867565A4 | 2000-06-28 | MORISHIGE HARUO |
| A large tank production method which makes it possible to producea large tank which cannot be produced on the ground. A floating base station (1012) is disposed on the sea in such a manner as to encompass a first spherical shell portion (1002a) constituting one end of the tank and inside this floating base station, a cylindrical portion continuing from the first spherical shell portion is constituted and then a second spherical shell portion (1002b) for constituting the other end of the tank is so fitted so as to close the open end of the cylindrical portion. | ||||||
| 74 | Method for manufacturing a supporting layer for mattress structures, and such supporting layer | EP98203919.0 | 1998-11-20 | EP0918109A1 | 1999-05-26 | de Boer, Jan |
Method for manufacturing a supporting layer and such supporting layer to be used for mattress structures, which supporting layer is composed of a water-permeable woven fabric layer (1) provided with rows of woven-in loops (3) for attaching a grating of weeps (7) to the supporting layer, while on the woven fabric layer (1), a water-permeable protective layer from a non-woven fabric (2), felt or the like is fixed, in which layer openings (4) are provided in at least a number of places corresponding to underlying loops (3), for instance by supplying heat by means of a soldering device or the like. |
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| 75 | 바지선을 이용한 골재투입장치 | KR1020150042314 | 2015-03-26 | KR101559512B1 | 2015-10-14 | 김성규; 김진우 |
| 본발명의바지선을이용한골재투입장치는중앙부위에상하로관통된골재수용부(11)가구비되고, 상기골재수용부(11) 양측하부에공기실(12)이구비된바지선본체(10); 상기골재수용부(11) 하단에위치하며, 상기바지선본체(10)에회동가능하게힌지결합되어상기골재수용부(11)에골재를수용하거나상기골재수용부(11)에수용된골재를투하되도록개폐하는개폐도어(20); 상기개폐도어(20)를개폐시키는개폐수단(30); 을포함하여이루어진다. | ||||||
| 76 | 농업용 배수로의 제조방법 | KR1020130089316 | 2013-07-29 | KR101356763B1 | 2014-01-29 | 신용근 |
| The present invention relates to a method for manufacturing an agricultural drain. The method for manufacturing an agricultural drain comprises a mold assembly step, a mesh installation step, a first concrete mixture injection step, a second concrete mixture injection step, a vibration forming step, a curing step, and a mold separation step. The agriculture drain comprises a first concrete unit, an injection unit, an accommodation unit, and a second concrete unit. | ||||||
| 77 | 음식물쓰레기 자원화 장치용 반응조 | KR1020130079745 | 2013-07-08 | KR101337393B1 | 2013-12-06 | 장옥희; 김동한; 김태완; 이창동; 오영대 |
| The present invention provides a reactor for an apparatus for manufacturing fertilizer from food waste capable of stably controlling inner pressure thereof with close sealing. For the purpose, the present specification discloses a reactor for an apparatus for manufacturing fertilizer from food waste comprising a churning tank having a gas outlet formed on an upper surface thereof and a waste outlet formed on a lower surface thereof; a waste input hopper and a reactant input hopper connected and installed on the upper surface of the churning tank; a waste switchgear place between the churning tank and the waste input hopper and switching the churning tank and the waste input hopper to be open or closed to each other; a reactant switchgear placed between the churning tank and the reactant input hopper and switching the churning tank and the reactant input hopper to be opened or closed to each other; a valve for opening and closing the churning tank; a cover for opening and closing the waste outlet of the churning tank according to the operations of an actuator; an impeller contained in the churning tank and churning food waste and reactant being supplied through the waste input hopper and the reactant input hopper respectively by the operation of an electric motor; a pressure-reducing valve for reducing the pressure in the churning tank; a plurality of air nozzles separated apart and mounted on the edge of the waste outlet and the edge of the cover; and an air compressor for supplying compressed air to the air nozzles. | ||||||
| 78 | 레일 일체형 사이드폼을 이용한 콘크리트 표면차수벽형 석괴댐의 차수벽 시공 방법 | KR1020110123987 | 2011-11-25 | KR1020130058135A | 2013-06-04 | 김도학; 김인택; 윤기완; 인영길; 안찬혁; 이한복; 김병기; 배경운; 주현규 |
| PURPOSE: A construction method using a rail integrated side form of a cut-off wall of a concrete surface cut-off wall type rockfill dam is provided to improve waterproofing performance by placing concrete when a PVC cut-off plate is mounted. CONSTITUTION: A rail integrated side form(230) integrating a rail guiding a slip form with a side form is installed. The slip form moving on the rail integrated side form is used in order to place concrete on a cut-off wall. The rail integrated side form includes a groove on the side surface so that a part of a PVC cut-off plate is mounted. The exposed PVC cut-off plate is embedded when the concrete is placed. | ||||||
| 79 | Tube structure, revetment construction and land reclamation method by the tube structure | KR20090041324 | 2009-05-12 | KR20100123784A | 2010-11-25 | WON MYOUNG SOO |
| PURPOSE: A revetment structure is provided to implement efficient reclamation by using a tube assembly, in which dredged soil can be injected, as temporary revetment. CONSTITUTION: A tube assembly(100) used for a revetment structure comprises a body(101), injection parts(110) and isolation diaphragms. The body is made of a flexible material and has a receiving part inside. The injection parts are formed along the length of the body in order to inject dredged soil into the receiving part of the body. Each isolation diaphragm is provided between the adjacent injection parts. | ||||||
| 80 | 수중 골재 고르기장치 | KR1020070053070 | 2007-05-31 | KR1020080105464A | 2008-12-04 | 홍기표 |
| An underwater aggregate leveling device is provided to improve work efficiency by moving a leveling member horizontally and leveling aggregate dropped irregularly from a tremie pipe on the bottom of the sea evenly, and to cut down on labor costs by moving an aggregate leveling unit forward with a forward movement unit and performing leveling work. An underwater aggregate leveling device comprises an aggregate leveler unit performing aggregate leveling work repeatedly by moving an aggregate leveler(110) forward with a forward movement unit(132). The aggregate leveler comprises an aggregate leveling unit leveling aggregate dropped from a tremie pipe evenly, a movement unit(120) guiding the aggregate leveling unit to move horizontally, and a forward movement unit moving the aggregate leveling unit forward by the operation of a surface control member and a forward movement member. | ||||||
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