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 | Underwater energy dampening device | US10690419 | 2003-10-20 | US20050083783A1 | 2005-04-21 | Andrew Baskerville; David Ambuehl |
| An underwater energy dampening device is disclosed. This device includes a plurality of vertically-spaced bubble producing units. With bubbles produced at various depths, the present invention can effectively attenuate sound and other energy from underwater construction projects in high current or deep water areas. | ||||||
| 62 | Foundation support and process for structures | US10192425 | 2002-07-10 | US06641332B1 | 2003-11-04 | Robert D. Alvarado |
| An elongated pilot member is forced into the ground and an auger with a hollow stem is positioned around the pilot member and rotated to move the auger into the ground. A second elongated member is coupled to the pilot member and an upward force is applied to the auger stem or to an extension thereof to enable a downward force to be applied to the second elongated member to force the second elongated member and the pilot member into the ground. The second elongated member and the auger stem then are attached together and to a foundation support member for providing support for a foundation. | ||||||
| 63 | Mechanism to fasten adaptors to a head portion of a post driver | US09758693 | 2001-01-11 | US06626247B1 | 2003-09-30 | William F. Nordlin |
| The present invention provides a post driver which includes various post adaptors having different cross-sections. The post adaptors can be attached to, and detached from, a head portion of the post driver. An adaptor is attached to the head portion by retracting a pin in the head portion, sliding the adaptor into slots on the head portion, and releasing the pin such that the pin extends through an aperture of the adaptor. A post having a cross-section comparable to that of the adaptor can then be inserted into the adaptor, allowing the post driver to drive the post into the ground. The adaptor can be removed from the head portion by retracting the pin and sliding the adaptor out of the slots. If another type of post is to be driven into the ground, a corresponding adaptor can be attached to the head portion. | ||||||
| 64 | Pile installation recording system | US884990 | 1997-06-30 | US5978749A | 1999-11-02 | Garland E. Likins, Jr.; Frank Rausche; George Goble; Ned Shafer |
| A pile installation recording system for driven piles and auger cast piles. The recording system records a variety of parameter data received from sensing devices. The parameter data is stored, analyzed, and displayed to provide the operator with accurate and timely information regarding the pile installation. In addition, the parameter data may be stored on removable media, and further manipulated to generate a variety of reports regarding the pile installation. | ||||||
| 65 | Method and device for three dimensional measuring of surface | US165529 | 1993-12-13 | US5448916A | 1995-09-12 | Mamoru Shinozaki |
| A measuring technique for producing a three-dimensional image and information relating to the type of sand, clay or gravel which defines a wall or walls of a deep concealed underground excavation which is filled with a stabilizing liquid, and which technique facilitates accurate and safe construction, utilizes a transducer which irradiates a surface of the excavation with ultrasonic waves and detects the waves which are reflected back thereto. The transducer scans horizontally in incremental stages which occur with a predetermined angle pitch. After each scan is completed, the transducer is vertically displaced by a predetermined amount and the horizontal scan is repeated. The time required for a wave to reach and be reflected back to the transducer is used to determine the distance of the wall from the device. This is used in combination with data indicative of the horizontal and vertical positions of the device to enable the shape of the surface to be determined and for qualitative data such as the type of material from which the wall is composed, to be determined from the patterns produced by the received waves. | ||||||
| 66 | Clamping attachment to a device for driving rod elements of low rigidity into the ground | US897396 | 1986-07-02 | US4776407A | 1988-10-11 | Alexandr D. Kostylev; Boris B. Danilov; Boris N. Smolyanitsky; Alexei D. Terskov; Vladimir P. Boginsky; Jury N. Syryamin |
| A clamping attachment to a device for driving elongated rod elements of lowigidity into the ground comprises a housing (1) having a through tapered interior (2) and shoulders (7) on the outer surface. The interior (2) of the housing accommodates two spring-biased wedging elements (3) with slots (4). The slots (4) receive ends of arms (9) secured on the shoulders (7). Interposed between the spring (12) and wedging elements (3) is a washer plate (14). End faces (16, 17) of the wedging elements (3) and washer plate (14) are tapered. Contact surfaces (10, 11) of the slots (4,) and arms (9) are inclined to the longitudinal axis of the clamping attachment. | ||||||
| 67 | Turning mechanism operating alternately in opposite directions to facilitate the driving in or extracting of piles | US614264 | 1984-05-25 | US4624324A | 1986-11-25 | Hans Mathieu; Jurgen Hochstrasser |
| The invention relates to a turning mechanism for driving in or extracting piles by means of tangential rotary blows being imparted by a rocker arm equipped with balance weights and arranged in a rotary manner relative to the pile. In order to render superfluous the hitherto necessary noise-damping, additional damping means, damping members made from an incompressible, elastic material are used, which are placed in recesses in at least one stop of a pair of stops in such a way that there is a deformation, particularly at right angles to the impact direction, which is within the elastic limit of the member and prevents direct contact between the stop pairs. These members are arranged on all parts of the rocker arm which, in operation, form noise sources. As a result of this arrangement and construction of the incompressible, elastic members, the working noise of the turning mechanism is reduced to such an extent that it falls within the limits for residential areas, without requiring the hitherto necessary, additional damping means. | ||||||
| 68 | Piledriving | US563206 | 1975-03-28 | US3975918A | 1976-08-24 | Joost Werner Jansz |
| Noise radiated into the atmosphere from a pile during pile-driving is inhibited by a tubular cover of flexible material having internal dimensions sufficient to pass, with an intervening air space, over a pile to be driven and an extended length sufficient to enclose a pile over its entire length, said cover being suspended from a hammer driving unit or a pile cap and being axially collapsible to reduce its length as the hammer driving unit or pile cap moves downwards while a pile enclosed in the cover is being driven into the ground. | ||||||
| 69 | Method for reducing noise of a diesel pile hammer | US3789930D | 1972-01-19 | US3789930A | 1974-02-05 | NISHIMURA S; ISHIZAKI M; SEO Y; AKIMA S |
| A method and apparatus for reducing noise of a diesel pile hammer characterized by controlling the effective volume of a combustion chamber defined by a diesel cylinder, a ram reciprocably received in the cylinder and an anvil forming an end face of the cylinder in a manner that the combustion of the fuelair mixture is always begun just before the ram comes into contact with the anvil, regardless of the operating condition of the pile hammer, atmospheric temperature and/or pressure, the kind of fuel used, or other conditions, whereby noise due to the mechanical striking of the ram against the anvil is nullified and a substantial reduction of noise is thereby accomplished.
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| 70 | Controllable force method and system of driving piles | US3721095D | 1971-08-23 | US3721095A | 1973-03-20 | CHELMINSKI S |
| A method and system for determining the magnitude of a driving force being exerted on a substantially rigid object being driven into the earth, such as a pile, and controlling the magnitude in response to that determination. Where the pile driver utilizes a massive piston weight reciprocating in a cylinder and bouncing upon pressurized fluid in a chamber, the force magnitude is determinable by sensing pressure values occurring in the bounce chamber. Force control is obtainable by regulating the flow of pressurized fluid into the bounce chamber in response to the determination. Peak pressure values are sensed by pressure gauge or transducer means to determine the peak values of driving force being exerted on the top of the pile and control of the pile driver operation can be manually or automatically obtained.
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| 71 | Automatically self-regulating variable-stroke, variable-rate and quiet-operating pile driver method and system | US3714789D | 1970-12-29 | US3714789A | 1973-02-06 | CHELMINSKI S |
| Automatically self-regulating variable-stroke, variable-rate and quiet-operating pile driver method and system are disclosed in which a massive piston weight is bounced upon a cushion of pressure fluid, the pile driver advantageously being adapted for operation in four different modes: (1) only double-acting, (2) single-acting automatically converting to double-acting at maximum stroke travel, (3) only single-acting, (4) pre-stressing plus impacting plus thrusting mode, and (5) pile extraction mode. The prolonged downward push resulting from the pressurized fluidcushioned bouncing action is more effective than the conventional sharp hammer-type blow resulting from impact of one solid mass against another. When the pile being driven encounters softer strata in the earth, in the single-acting mode, the stroke of the piston weight automatically shortens while the number of bounces per minute automatically increase thus increasing the rate of the quiet powerful bounce thrusts for driving the pile faster, and when harder strata are encountered, the piston weight automatically bounces higher providing a longer stroke with fewer bounces per minute, thus increasing the force of each quiet powerful thrust for overcoming the increased impedance being encountered. In the double-acting mode, when harder strata are encountered, the velocity and stroke length of the piston weight increase automatically to deliver more powerful thrusts. A relatively large number of driving thrusts per minute can be provided in the double-acting mode by changing the head plug mass to shorten the maximum stroke length to increase the frequency of thrusts per minute. By virtue of the pressure fluid bouncing action imparted to the massive piston weight, the noise of metalto-metal contact blows can be avoided, and in addition a muffler housing surrounding the ports through which the expanded pressure fluid is released muffles the sound of the flow of the fluid, such as air or steam; this muffler also serving to separate lubricating oil from the released fluid. A cylinder bottom assembly below the bounce chamber is coupled to the pile being driven to transmit the quiet powerful bounce thrusts to the pile, moving in accordance with the pile motion, and a driving fluid storage chamber and valve mechanism associated with this assembly control the flow of the pressure fluid in an automatically selfregulating manner to seek the most effective driving action from moment-to-moment as the pile encounters different strata. If desired, the bouncing action of the cushion of pressure fluid can be altered to permit the piston weight to strike bottom slightly to provide the driving mode (4) above. A self-contained lubrication system may be actuated by the pressure impulses in the bounce chamber.
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| 72 | DEVICE AND METHOD FOR REDUCING NOISE | PCT/NL2010050384 | 2010-06-22 | WO2010151121A2 | 2010-12-29 | JUNG BOUDEWIJN CASPER; WESTERBEEK JAN ALBERT |
| The present invention relates to a device for the passive reduction of the sound vibrations in a liquid resulting from a sound source arranged below the liquid level of a body of water, the device comprising an elongate tube which can be arranged over the sound source, the tube comprising an outer wall and inner wall, wherein the tube is designed to maintain a certain desired pressure in the intermediate space between the inner and outer wall. In this case, the pressure is reduced with respect to the ambient pressure. As a result of the reduced pressure, the sound vibrations will less readily travel to the outside and the noise level in the area around the tube is reduced. | ||||||
| 73 | APPARATUS FOR HANDLING TUBULAR MEMBERS | PCT/GB2011052410 | 2011-12-06 | WO2012076874A2 | 2012-06-14 | TAYLOR RICHARD JAMES |
| Apparatus for handling tubular members is provided with at least two gripping heads 8 arranged to grip a free end of the wall of a tubular member at respective spaced apart locations. The gripping heads each have a pair of rollers 19 and means 1 1, 14, 16, and 17 for urging the rollers towards each other to grip a free end of a wall of the tubular member. The means for urging the rollers together may include springs 16 arranged to urge a support 17 supporting the rollers relative to a profiled slot 1 1. The gripping heads 8 may be mounted on a support, such as a sleeve, arranged to be fitted over an end of a tubular member to be handled. | ||||||
| 74 | EINRICHTUNG ZUM EINBRINGEN VON LANGGESTRECKTEN ELEMENTEN IN DAS ERDREICH | EP16154650.2 | 2016-02-08 | EP3202983B1 | 2018-08-01 | Müller, Christoph; Arnet, Roland; Künzler, Andreas |
| 75 | EINRICHTUNG ZUM EINBRINGEN VON LANGGESTRECKTEN ELEMENTEN IN DAS ERDREICH | EP16154650.2 | 2016-02-08 | EP3202983A1 | 2017-08-09 | Müller, Christoph; Arnet, Roland; Künzler, Andreas |
Eine Einrichtung zum Einbringen von langgestreckten Elementen in das Erdreich umfasst einen Mäkler (1), der an einer Transporteinrichtung (2) angebracht ist. Eine Einrichtung (3) zum Einrammen des langgestreckten Elementes ist entlang des Mäklers (1) geführt und ist mit einer Schalldämmeinrichtung (4) versehen, welche die Einrichtung (3) zum Einrammen des langgestreckten Elementes mindestens teilweise umschliesst. Die Schalldämmeinrichtung (4) ist aus mehreren schalenförmigen Elementen (5) gebildet, die teleskopartig ineinander und auseinander verfahrbar sind und der jeweilige gegenseitige Verfahrweg der schalenförmigen Elemente durch Anschlagmittel begrenzt ist. Das im ausgefahrenen Zustand der schalenförmigen Elemente (5) oberste schalenförmige Element ist an der Einrichtung (3) zum Einrammen des langgestreckten Elementes fixiert und zum Verfahren der schalenförmigen Elemente (5) sind Antriebsmittel vorgesehen. Dadurch sind eine optimale Lärmdämmung und eine gute Bedienbarkeit der Einrichtung möglich.
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| 76 | METHOD OF AND DRIVER FOR INSTALLING FOUNDATION ELEMENTS IN A GROUND FORMATION | EP14737035.7 | 2014-06-18 | EP3011112B1 | 2017-08-09 | STAM, Justin Edward |
| 77 | Vorrichtung zum Schallschutz für Rammarbeiten zum Einrammen von Pfählen in den Meeresboden | EP15158447.1 | 2015-03-10 | EP2963186A1 | 2016-01-06 | Mare Solutions GmbH |
Die Erfindung betrifft eine Vorrichtung zum Schallschutz für Rammarbeiten zum Einrammen eines Pfahls (2) in den Meeresboden mit einer den Pfahl (2) umgebenden Struktur, wobei zwischen der Struktur und dem Pfahl (2) ein Blasenschleier vorgesehen ist, dadurch gekennzeichnet, dass die Struktur aus einem Paket (6) von Ringen (4) besteht, wobei die Ringe (4) durch ein textiles Gewebe (12) miteinander verbunden sind, und die Ringe (4) und das textile Gewebe (12) einen Schlauch ausbilden, der den Pfahl (2) schlauchartig umgibt.
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| 78 | Verfahren und Vorrichtung zum Erstellen eines Gründungselementes im Boden | EP13180333.0 | 2013-08-14 | EP2837743B1 | 2015-12-09 | Finzenkeller, Stefan; Schwaiger, Manfred; Scheller, Paul; Wenzl, Patrik |
| 79 | Method of and system for installing foundation elements in an underwater ground formation | EP10165298.0 | 2010-06-08 | EP2395156A1 | 2011-12-14 | Jung, Boudewijn Casper; Westerbeek, Jan Albert |
The invention relates to a method of installing foundation elements, in particular (mono)piles (2), in an underwater ground formation (3), by means of a driver (4), comprising the steps of placing a foundation element (2) on the underwater ground formation (3) and holding the foundation element (2) in place by means of a gripper (10) mounted on a surface vessel, placing a sleeve (6) for reducing noise input from the driver (4) about the foundation element (2), disengaging the gripper (10), lowering the sleeve (6) onto the ground formation (3), and placing the driver (4) on top of the foundation element (2). The sleeve (6) is held at least laterally with a guide (11) mounted on the surface vessel, at least when disengaging the gripper (10).
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| 80 | System for and method of installing foundation elements in an underwater ground formation | EP09173272.7 | 2009-10-16 | EP2312060A1 | 2011-04-20 | Westerbeek, Jan Albert |
The invention relates to a system (1) for installing tubular foundation elements having open ends, in particular (mono)piles (2), in an underwater ground formation (3), comprising an hydraulic driver (4), an anvil (5), and an adaptor (7) for transmitting energy from the anvil (5) to the toe (8) of the foundation element (2), which adaptor (7) fits inside the tubular foundation element (2) .
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