| 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 | Method for forming an underground cavity | US592169 | 1975-07-01 | US4055224A | 1977-10-25 | Richard A. Wallers |
| A caisson and connecting conductor pipe sections are lowered to a predetermined position on the ocean underwater floor. A drill stem having a combined drilling and reaming tool is positioned within the conductor pipe and caisson. Drilling mud is reversed-circulated through the annular space between the conductor pipe and caisson and the drill stem, the drilling mud returning through the drill stem. The tool mounted on the drill stem is utilized to drill to a predetermined depth whereupon one or more reaming arms open outward from the tool and are rotated, thereby cutting out a volume of the ocean floor within which the caisson may be positioned. | ||||||
| 62 | Method of submerging a hollow structure | US33284573 | 1973-02-15 | US3855803A | 1974-12-24 | LACROIX R |
| A method of submerging a hollow structure in water comprising the steps of inserting in the structure floats which are substantially incompressible and have a density less than unity, progressively filling the structure with water, and then removing the floats at the end of the submersion.
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| 63 | Means for lowering a construction with a comparatively large base into the soil | US34894040 | 1940-07-31 | US2382768A | 1945-08-14 | HENRICUS ZWEERS BERNARDUS HERM |
| 64 | Caisson | US69170333 | 1933-09-30 | US2010199A | 1935-08-06 | GEORGE ROTINOFF ALEXANDER |
| 65 | Apparatus for sinking down bridge piers | US10176326 | 1926-04-13 | US1672936A | 1928-06-12 | SHOYEMON HARA |
| 66 | Hydroelectric turbine test method | JP2013545404 | 2011-12-22 | JP2014505198A | 2014-02-27 | ダン，ポール; アイヴス，ジェイムズ |
| タービンを海底に設置して固定する前に、水力発電タービンを試験する方法であって、本方法は、タービンの予測通りの運転を確保するために、タービンを船舶に固定すること、タービンの１以上の運転パラメータを測定しながら、タービンを回転させるために、船舶を水中で移動させることを含む。
【選択図】 図１ |
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| 67 | Drive unit for carrying out the piling method and this method in water | JP25452287 | 1987-10-07 | JPH0678616B2 | 1994-10-05 | HANSU KYUUN |
| 68 | Piling method in water and drive unit performing this method | JP25452287 | 1987-10-07 | JPS6436822A | 1989-02-07 | HANSU KIYUUN |
| PURPOSE: To save working time and labor and to reduce cost by a method wherein two ramming devices of light and heavy devices are driven by a single electrohydraulic drive unit and an underwater pile previously rammed by the light device is really rammed by the heavy device. CONSTITUTION: A heavy first ramming device 1 suspended from a support rope 4 and a light ram device 15 suspended from a support element 3 are sunk in sea and a second ramming device 15 is placed on an underwater pile 14. Further, a electrohydraulic type drive unit 2 is arranged at the side or below the second ramming device 15, and the two ramming devices 1 and 15 are intercoupled through pipes 9 and 10. After a pile 14 is previously rammed by the second ramming device, the device is immediately placed on a subsequent pile 14', the first pile 14 is regularly rammed by the first ramming device 1 and the subsequent pile 14' is previously rammed by the second ramming device 15. By this constitution, the size and thickness of the pile can be confined to a necessary minimum limit. | ||||||
| 69 | Method of sinking cylindrical body | JP4663085 | 1985-03-11 | JPS61207726A | 1986-09-16 | NOMIYAMA MASUO |
| PURPOSE:To easily sink a cylindrical body, by a method wherein water having weight about equivalent to a difference between the weight of the body and buoyancy, is gradually poured in the gap chamber of a cylindrical body of double shell structure according to a sink depth. CONSTITUTION:An inner wall 12 and an outer wall 13 are concentrically disposed, the upper end side is opened and the lower side is enclosed, and a gap chamber 14 is formed between the inner wall 12 and the outer wall 13 to form a cylindrical body 11. The body 11 is hung down with the aid of jacks 4 to sink it in excavation water 7 in a vertical shaft 5, water having a quantity about equivalent to difference between the weight of the body 11 and buoyancy is poured in the gap chamber 14 through a feed water pipe 6, and the body 11 is gradually sunk as it is balanced with buoyancy. | ||||||
| 70 | JPS6140821B2 - | JP7618682 | 1982-05-07 | JPS6140821B2 | 1986-09-11 | TAMAOKI KATSUYUKI; HORIUCHI SUMIO; NAKAYAMA NOBUO; IIZUKA YOSHIO; TAKE TAKAO; MARUICHI TOSHIO |
| 71 | Controller for setting direction of object to be settled under-water | JP24963484 | 1984-11-28 | JPS61130526A | 1986-06-18 | ARITOMI NORIKORE; MORII NOBUMASA; OGAWA TSUTOMU |
| PURPOSE:To easily and stably control the direction of an object to be settled in under-water area where the speed of tidal current is high by attaching a vertical rudder in an angle adjustable manner to a hanging frame to be vertically moved by a crane. CONSTITUTION:A hook 12a on the tip of the winding wire 12 of the crane 11 in a crane ship 10 is engaged with the hanging wire 2 of a hanging frame 1, and an object A1 to be settled is held by hanging by means of a hanging wires 4 on the downside of the frame 1. The object A1 is settled with the frame 1, and the direction of the frame 1 is measured by reading the values of a potentiometer and a declinometer. On the basis of the measured values, a rotator 7 is operated toadjust the direction of a vertical rudder 5 attached to the frame 1, and the direction of the object A1 is controlled toward desired directions. The object A1 to be settled in the sea area where the speed of tidal current is high can thus be easily and stably directed. | ||||||
| 72 | JPS57500080A - | JP50045680 | 1980-12-30 | JPS57500080A | 1982-01-14 | |
| A method and a device for locating a coiled pipe (16) into the ground, vertically or inclined, said coiled pipe working as a heat exchanger in a heat pump system. In order to decrease operations in gardens or other ground surrounding the building, which is to be heated, or to make these operations needless, and in order to simplify the locating of coiled pipes in the soil it is suggested that the coiled pipe (16) is arranged on the outside of a driving means (11), e.g. a pile, a tube (30), a basket (28) or the like, that the coiled pipe is surrounded by a protective jacket (20), and that these are brought down together, either along the pile already located in the ground or in connection with the driving of the pile to the required depth in the ground, and that pipings (17, 18), coming from the coiled pipe, are drawn in the space arisen from the soil, which has been forced aside by said protective jacket, so that a connection is established between the coiled pipe (16) and the ground surface. | ||||||
| 73 | Method of submerging buoyancy hollow articles and apparatus therefor | JP2187276 | 1976-03-02 | JPS51137121A | 1976-11-26 | RAINHARUTO SHIYUTORIGURU; DEIITAA REEPUHAN |
| 74 | MECHANIZED, REMOTE CONTROLLED, GUIDED LOWERING OF A PNEUMATIC CAISSON | EP18178581.7 | 2018-06-19 | EP3418452A1 | 2018-12-26 | Admiraal, Bartholomeus Jacobus |
The invention relates to the mechanized and remotely controlled excavation of the working chamber under a, preferably pneumatic, caisson or shaft, with the aim of sinking the caisson or shaft. One could also call this invention "unmanned" or "without divers" sinking. In addition, in the working chamber an excavation technique, such as a dredge technique, is used, so in the working chamber there is a layer of water and an in the water protruding excavating element, such as a dredge element, for example dredge pump.
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| 75 | A HYDROELECTRIC TURBINE DEPLOYMENT AND RECOVERY SYSTEM AND METHOD | EP16206025.5 | 2016-12-21 | EP3339629A1 | 2018-06-27 | Doyle, Tom; Jackson, Richard; Hayes, Darren |
The present invention provides a system and method for the deployment and recovery of a hydroelectric turbine system (S), the method involving releasably securing a recovery frame (14) in spaced relationship to a lifting frame (16) such as to define a frame assembly (12) within which the hydroelectric turbine system (S) may be carried, securing the frame assembly (12) to the turbine system (S), and then lifting the hydroelectric turbine system (S) with a first lifting hook connected via a sling to the lifting frame (16).
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| 76 | SYSTEM UND VERFAHREN ZUM HERSTELLEN EINER GRÜNDUNG FÜR EIN BAUWERK IM WASSER | EP17208006.1 | 2014-04-08 | EP3333324A1 | 2018-06-13 | Peters, Marc; Schaffhauser, Ulrich |
Die Erfindung betrifft ein Verfahren zum Herstellen einer Gründung für ein Bauwerk (100) im Wasser (11) bei dem ein rohrförmiger Hohlkörper (18) am Gewässergrund (12) angeordnet wird, im Hohlkörper (18) eine Bohrvorrichtung (20) angeordnet wird, im Gewässerboden (12) ein Hohlraum (23) unterhalb des Hohlkörpers (18) erzeugt wird, in dem der Boden (22) mittels der Bohrvorrichtung (20) entfernt wird, und der Hohlkörper (18) in den Hohlraum (23) abgesenkt wird, bis eine vorgesehene Tiefe im Boden erreicht wird, die Bohrvorrichtung (20) anschließend aus dem Hohlkörper (18) entfernt wird, ein Gründungselement (27) in einen Innenraum (19) im Inneren des Hohlkörpers (18) eingebracht und abgesenkt wird, und der Hohlraum (30) zwischen Hohlraumwand (29) und der Außenseite des Gründungselements (27) verfüllt wird. Die Erfindung sieht vor, dass am Gründungsort (10) eine Führungsvorrichtung (13) auf der Gewässeroberfläche (12) abgesetzt wird, in das der rohrförmige Hohlkörper (18) in der Führungsvorrichtung (13) in Einbringrichtung angeordnet wird, dass der Hohlkörper (18) nach dem Einbringen der Gründungselements (27) aus dem Hohlraum (23) entfernt wird, und dass das Führungselement (13) entfernt wird.
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| 77 | METHOD FOR THE REALIZATION OF ARTIFICIAL ISLANDS, EMBANKMENTS, PIERS, BREAKWATERS, PLATFORMS, OR SIMILAR STRUCTURES IN BODIES OF WATER AND STRUCTURES OBTAINED | EP06710583.3 | 2006-03-16 | EP1866483B1 | 2014-05-07 | Sposito, Francesco |
| Artificial islands, embankments, piers, breakwaters, platforms, or similar structures, to be installed in bodies of water, such as rivers, lakes, seas, marshes, etc. comprising at least one pillar ( 10 ) realized by assembling a floating basement ( 11 ) with a set of structural elements ( 12 ) having same shape and dimensions. The basement ( 11 ) is a hollow part made of a bottom ( 15 ), and side walls ( 14 ) which delimitate an internal hollow space that can be reached from the outside through an aperture ( 18 ). The basement ( 11 ) is placed in an installation site ( 40 ) through, for instance, a crane. Then, on the bottom ( 15 ) of the basement ( 11 ) is laid down a certain quantity of a filling material ( 35 ) until the basement is partly under water. On the basement ( 11 ) are then positioned structural elements ( 12 ), one on top of the following. These are provided with side walls ( 14 ) having same shape and dimensions of the basement's side walls, and they are firmly fixed to one another in order to provide sealing and to avoid seepage of water inside the pillar ( 10 ) under construction. The above procedure is carried out until the basement ( 11 ) gets the bed ( 30 ) of the body of water. From the top of the last structural element ( 12 ) of the pillar ( 10 ), or head structural element, is inserted the filling material up to realize a firm flat surface ( 50 ) apt to be a base for any kind of building. | ||||||
| 78 | A method of installing a hydroelectric turbine | EP07007403.4 | 2007-04-11 | EP1980746B2 | 2013-08-07 | Ives, James; Dunne, Paul |
| 79 | Method of attaching a submerged structure to a floor of a body of water | EP09275075.1 | 2009-09-14 | EP2299006A1 | 2011-03-23 | The designation of the inventor has not yet been filed |
A remotely operable drilling apparatus 6 comprises frame 10 and drive means arranged to drive annular pile 8, which is loaded in the drilling apparatus 6 into the floor of a body of water. The drive means comprises a power swivel 12 which attaches to the top of the annular pile 8 by means of a drive head. Delivery means is also provided which comprises at least one nozzle to enable flushing fluid and grout to be injected around annular pile 8. The power swivel 12 is raised and lowered by rack and pinion means 14 disposed on either side of the power swivel 12.
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| 80 | METHOD FOR THE REALIZATION OF ARTIFICIAL ISLANDS, EMBANKMENTS, PIERS, BREAKWATERS, PLATFORMS, OR SIMILAR STRUCTURES IN BODIES OF WATER AND STRUCTURES OBTAINED | EP06710583.3 | 2006-03-16 | EP1866483A1 | 2007-12-19 | Sposito, Francesco |
| Artificial islands, embankments, piers, breakwaters, platforms, or similar structures, to be installed in bodies of water, such as rivers, lakes, seas, marshes, etc. comprising at least one pillar ( 10 ) realized by assembling a floating basement ( 11 ) with a set of structural elements ( 12 ) having same shape and dimensions. The basement ( 11 ) is a hollow part made of a bottom ( 15 ), and side walls ( 14 ) which delimitate an internal hollow space that can be reached from the outside through an aperture ( 18 ). The basement ( 11 ) is placed in an installation site ( 40 ) through, for instance, a crane. Then, on the bottom ( 15 ) of the basement ( 11 ) is laid down a certain quantity of a filling material ( 35 ) until the basement is partly under water. On the basement ( 11 ) are then positioned structural elements ( 12 ), one on top of the following. These are provided with side walls ( 14 ) having same shape and dimensions of the basement's side walls, and they are firmly fixed to one another in order to provide sealing and to avoid seepage of water inside the pillar ( 10 ) under construction. The above procedure is carried out until the basement ( 11 ) gets the bed ( 30 ) of the body of water. From the top of the last structural element ( 12 ) of the pillar ( 10 ), or head structural element, is inserted the filling material up to realize a firm flat surface ( 50 ) apt to be a base for any kind of building. | ||||||
