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1. 发明授权

US11006592B2 Greenhouse for underwater cultivation of terrestrial plant species 有权
公开(公告)号：US11006592B2
公开(公告)日：2021-05-18
申请号：US16225111
申请日：2018-12-19
申请人： MESTEL SAFETY S.R.l.
发明人： Sergio Gamberini , Gabriele Cucchia
IPC分类号： A01G31/06 , E02D29/09 , A01G27/00 , A01G31/02 , A01G9/14 , A01G9/16 , A01G31/00
摘要： A greenhouse for underwater cultivation of terrestrial plant species comprising a dome (2) suitable for being filled with air in an underwater environment, provided with an aperture (21) for lower access and made of a material that is impermeable to water and permeable to light, such dome comprising means for restraining to the sea floor, and means for adjusting the level of water/air in the dome itself which must ensure that plant species cultivated in the greenhouse always reside above such level.
Inside such dome a system for the automatic irrigation of the cultivated plants is present comprising a tubular structure (3) on which a plurality of mutually spaced holes (31) is provided, inside which supports are placed for housing and cultivating plant species, irrigation water flowing inside such tubular structure and irrigating such supports in order to achieve a hydroponic culture.

2. 发明申请

US20210107044A1 COATING FILM FOR STRUCTURE, SET OF COATING MATERIALS FOR FORMING COATING FILM, COATING MATERIAL FOR UNDERCOAT LAYER, AND COATING METHOD 有权
公开(公告)号：US20210107044A1
公开(公告)日：2021-04-15
申请号：US16338282
申请日：2017-09-27
申请人： NITTO DENKO CORPORATION
发明人： Satoru SUZUKI , Tomoya OGAWA , Tomonari NAITO , Naoki KURATA , Satomi YOSHIE , Kohei NAGAO
IPC分类号： B08B17/02 , C09D5/20 , C09D5/16 , C09D183/04 , C09D153/02 , B05D5/00 , B05D7/02 , B05D7/00 , B63B59/04 , E02B17/00 , E02D29/09
摘要： A coating film capable of being peeled off in the shape of sheet to facilitate a coating film removal work, and is less likely to peel even after long periods of use on an underwater structure is provided. The coating film comprises an undercoat layer to be bonded to an underwater structure, and an antifouling layer bonded to the undercoat layer, wherein: a 100-gram underwater constant load peeling degree of the coating film is less than 5; a ratio of a tensile breaking strength of the coating film to an adhesive force of the coating film with respect to the underwater structure, as measured after immersing the coating film in pure water at 60° C. for 5 weeks is 1.5 or more; and a 1-mm square cross-cut stretching-caused peeling degree of the antifouling layer with respect to the undercoat layer is 0.05 or less.

3. 发明申请

US20160340855A1 MODULAR CONSTRUCTION MOLD APPARATUS AND METHOD FOR CONSTRUCTING CONCRETE BUILDINGS AND STRUCTURES 审中-公开
公开(公告)号：US20160340855A1
公开(公告)日：2016-11-24
申请号：US15207144
申请日：2016-08-03
申请人： Frank K. Johnson , Minhaj Kirmani
发明人： Frank K. Johnson , Minhaj Kirmani
IPC分类号： E02D29/09 , B28B23/02 , B28B1/14 , E04B1/16 , E04B2/86
CPC分类号： E02D29/06 , B28B1/14 , B28B23/02 , E02D2250/0007 , E02D2250/0023 , E02D2250/0061 , E02D2300/002 , E02D2300/0029 , E04B1/14 , E04B1/161 , E04B1/167 , E04B2/8635 , E04B2/8652 , E04B2002/867 , E04B2103/02 , E04B2103/06 , E04C5/06
摘要： A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill. The panelized encasement assemblies remain in place following casting protecting and insulating the resulting composite concrete and steel buildings and structures.

4. 发明授权

US09303382B2 Collar for marine pile repair and method of using the same 有权
标题翻译：水泥桩修复及其使用方法
公开(公告)号：US09303382B2
公开(公告)日：2016-04-05
申请号：US14528387
申请日：2014-10-30
申请人： BOSWELL ENGINEERING, INC.
发明人： Dennis P. Cassidy
IPC分类号： E02D37/00 , E02D13/00 , E02D5/64 , E02D19/02 , E02D29/09
CPC分类号： E02D37/00 , E02D5/64 , E02D13/00 , E02D19/02 , E02D29/06 , E02D2250/003
摘要： A collar for repairing a marine support has a tubular upper segment, a tubular lower segment, and a middle segment providing a transition region between the upper and lower segments. The collar can be opened and closed along a slit extending from the upper end of the collar to the lower end of the collar. To repair a marine support, the collar is opened and positioned so as to surround the marine pile and the extension. The collar is then closed and secured along the slit. The upper end of the collar is secured to the extension, and the lower end of the collar is secured closely along the perimeter of the pile. A flowable fill material is then injected into spaces between the collar and the marine support, filling or encasing voids or damaged areas on the marine support.
摘要翻译：用于修理船用支架的轴环具有管状上部段，管状下段和提供上部段和下部段之间的过渡区域的中间段。衣领可以沿着从衣领的上端延伸到衣领的下端的狭缝打开和关闭。为了修理海洋支架，衣领的打开和定位，以便围绕海洋堆和延伸。然后将衣领封闭并沿狭缝固定。套环的上端固定在延伸部上，并且套环的下端紧紧地沿桩的周边固定。然后将可流动的填充材料注入到套环和海洋支架之间的空间中，填充或包围海洋支架上的空隙或损坏的区域。

5. 发明申请

US20150132065A1 Position Monitoring for Subsea Bellow Compensators 有权
标题翻译：海底波纹补偿器的位置监测
公开(公告)号：US20150132065A1
公开(公告)日：2015-05-14
申请号：US14397685
申请日：2013-04-25
申请人： SIEMENS AKTIENGESELLSCHAFT
发明人： Espen Haugan
IPC分类号： G01B5/14 , G01B7/00 , G01B21/16 , G01B11/14 , E02D29/00 , E02D29/09
CPC分类号： G01B5/14 , E02D29/00 , E02D29/06 , E21B33/0355 , E21B33/0385 , E21B41/0007 , G01B7/003 , G01B11/14 , G01B21/16 , G01B2210/58 , G01L9/0033 , H05K5/067 , H05K5/068
摘要： An arrangement for providing a variable volume size is described. The arrangement includes an outer bellow having an outer end wall closing the outer bellow at one end. The arrangement further includes an inner bellow having an inner end wall closing the inner bellow at one end, the inner bellow being arranged at least partly inside the outer bellow. The arrangement further includes a base at which another end of the outer bellow and another end of the inner bellow are attached. The arrangement further includes a position measuring apparatus for measuring at least one position indicative of a distance between the outer end wall and the inner end wall.
摘要翻译：描述了提供可变卷大小的布置。该装置包括外波纹管，其外端壁在一端封闭外波纹管。该布置还包括内波纹管，其内端壁在一端封闭内波纹管，内波纹管至少部分地布置在外波纹管的内部。该装置还包括底座，在该底座上安装有外波纹管的另一端和内波纹管的另一端。该装置还包括位置测量装置，用于测量表示外端壁与内端壁之间距离的至少一个位置。

6. 发明授权

US08944725B2 Method and system for temporarily supporting a soil mass susceptible to slide 有权
标题翻译：临时支持易受滑坡影响的土体的方法和系统
公开(公告)号：US08944725B2
公开(公告)日：2015-02-03
申请号：US13062140
申请日：2009-09-02
申请人： Diego Lazzarin , Massimo Fontolan
发明人： Diego Lazzarin , Massimo Fontolan
IPC分类号： E02D29/09 , E02D17/08 , E02D17/04
CPC分类号： E02D17/086 , E02D17/04
摘要： A method of temporarily supporting a soil mass susceptible to slide at a scarp slope bounding the soil mass includes advancing a supporting wall in an advancing direction along the scarp slope; and, in addition to the movement in the advancing direction, also moving a surface portion, in direct contact with the soil mass, of the supporting wall, so as to minimize friction between the soil mass and the supporting wall.
摘要翻译：临时支撑容易沿着围绕土体的陡坡滑动的土体的方法包括沿着陡坡沿前进方向推进支撑壁; 并且除了在前进方向上的移动之外，还使与支撑壁直接接触土体的表面部分移动，以便最小化土体与支撑壁之间的摩擦。

7. 发明申请

US20140369753A1 Method and assembly for soldier pile retaining wall leveling and erosion control 审中-公开
标题翻译：士兵桩保持墙平整和侵蚀控制的方法和装配
公开(公告)号：US20140369753A1
公开(公告)日：2014-12-18
申请号：US13986949
申请日：2013-06-18
申请人： Jack Allen Poff
发明人： Jack Allen Poff
IPC分类号： E02B3/04 , E02D29/09 , E02D29/02
CPC分类号： E02B3/04 , E02B3/066 , E02D29/02 , E02D29/06
摘要： A method and assembly are disclosed for building a soldier pile shore wall or soldier pile retaining wall. The method and assembly are designed to permit the shore wall to be leveled along the bed of a body of water, whether the bed of the body of water is level or not level. Simultaneously, the method and assembly prevent erosion of the bed of the body of water in the vicinity of the assembly, extending the life-span of the shore wall, and enabling maintenance of the shore wall to be performed by permitting the assembly to be re-embedded in the bed of the body of water and re-leveled at the time when erosion eventually does occur.
摘要翻译：公开了一种用于建造士兵桩岸墙或士兵桩挡土墙的方法和装置。该方法和组件被设计成允许岸壁沿着水体的床平整，无论水体的床是水平还是不平坦。同时，该方法和装配防止组件附近的水体床的侵蚀，延长了岸壁的使用寿命，并且通过允许组件被重新安装来实现对岸壁的维护埋在水体的床上，并在侵蚀最终确实发生的时候重新平整。

8. 发明申请

US20140119836A1 Apparatus and Method for Mat Installation 有权
标题翻译：垫安装装置及方法
公开(公告)号：US20140119836A1
公开(公告)日：2014-05-01
申请号：US13660121
申请日：2012-10-25
申请人： SEABED SERVICES LLC
发明人： Wayne Leslie Thompson , Harry Charles Tate
IPC分类号： E02D29/09
CPC分类号： E02D17/202
摘要： In one aspect, an apparatus for placement of a mat underwater is provided that includes a frame configured to be attached to a lifting mechanism and a connector mechanism disposed on the frame configured to couple to a first side of the mat and support the mat when coupled to and lifted by the first side. The apparatus also includes a release mechanism coupled to the connector mechanism and configured to release the mat from the connector mechanism upon receiving an input.
摘要翻译：在一个方面，提供了一种用于在水下放置垫子的装置，其包括构造成附接到提升机构的框架和设置在框架上的连接器机构，所述连接器机构被配置成耦合到垫的第一侧并且在耦合时支撑垫由第一边抬起。该装置还包括联接到连接器机构并且被配置为在接收到输入时从连接器机构释放垫的释放机构。

9. 发明授权

US6164872A Method of production of large tank, system using such large tank and submerged tunneling method using the tank 失效
标题翻译：大型油罐生产方法，使用这种大型油罐的系统和使用油箱的浸没式隧道法
公开(公告)号：US6164872A
公开(公告)日：2000-12-26
申请号：US68445
申请日：1998-05-08
申请人： Haruo Morishige
发明人： Haruo Morishige
IPC分类号： E02B17/00 , E02D15/00 , E02D15/06 , E02D29/063 , E02D29/07 , E02D29/073 , E02D29/09 , E04H7/00 , E02D27/38
CPC分类号： E02D29/063 , E02B17/00 , E02B2017/0039 , E02D15/00 , E02D15/06 , E02D29/06 , E02D29/07 , E02D29/073 , E04H7/00
摘要： 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.
摘要翻译： PCT No.PCT / JP97 / 03430 Sec。 371日期1998年5月8日 102（e）日期1998年5月8日PCT 1997年9月26日PCT公布。第WO98 / 13556号公报日期：1998年4月2日本发明涉及一种太大而不能建在地面上的罐的制造方法。在该方法中，在海上建立浮动站（1012），围绕构成储罐一端的第一球壳部分（1002a）。在浮动站中，中空圆柱形部分垂直位置，连接到第一球壳部分。构成储罐的另一端的第二球形壳体部分（1002b）连接到中空圆柱形部分的开口端。

10. 发明授权

US5904446A Flotation system for buildings 失效
标题翻译：建筑物浮选系统
公开(公告)号：US5904446A
公开(公告)日：1999-05-18
申请号：US749361
申请日：1996-11-20
申请人： Herman Carlinsky , Raymond Ackley
发明人： Herman Carlinsky , Raymond Ackley
IPC分类号： E02D27/04 , B63B35/44 , E02B17/00 , E02D5/00 , E02D27/32 , E02D29/09 , E02D31/12 , E02D35/00 , E04H9/14
CPC分类号： E02D5/00 , B63B35/44 , E02D27/32 , E02D35/00 , E04H9/145 , B63B2035/4426
摘要： A flotation system for a building (300) is disclosed including a watertight basement (540) having a unitary piece of concrete forming the floor and walls (615) of the watertight basement (540). Rollers (610) are attached to the watertight basement (540). As floodwater rises or recedes, the rollers (610) roll along guide posts (310) located near corners of the watertight basement (540). Attached to the guide posts (310) are a ratchet system (620) for moving the watertight basement (540) along the guide posts (310) and maintaining it at a desired height. A preferred embodiment includes pressurized cylinders (1550) for lifting the building (300) prior to a surge of floodwater.
摘要翻译：公开了一种用于建筑物（300）的浮选系统，包括具有形成水密基底（540）的地板和墙壁（615）的整体混凝土块的水密基底（540）。辊（610）附接到水密基底（540）。当洪水上升或下降时，辊（610）沿着位于水密基底（540）的角落附近的导柱（310）滚动。附接到引导柱（310）的棘轮系统（620）用于沿着导向柱（310）移动水密基底（540）并将其保持在期望的高度。优选的实施例包括用于在洪水涌入之前提升建筑物（300）的加压缸（1550）。

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