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21. 发明授权

US3626702A Floating foundation and process therefor 失效
标题翻译：浮动基金会及其过程
公开(公告)号：US3626702A
公开(公告)日：1971-12-14
申请号：US3626702D
申请日：1970-02-12
申请人： EDWARD J MONAHAN
发明人： MONAHAN EDWARD J
IPC分类号： E02D27/06 , E02D27/36 , E02D27/46 , E02D29/02 , E02D31/02 , E02D3/12
CPC分类号： E02D27/46 , E02D27/06 , E02D27/36 , E02D29/0275 , E02D31/02
摘要： THERE IS PROVIDED A NOVEL FORM OF FLOATING SUBFOUNDATION AND A METHOD OF PRODUCING THE SAME. THE NOVEL SUBFOUNDATION COMPRISES A LAYER OF MODERATELY RIGID, SYNTHETIC, POLYMERIC FOAM PLACED IN THE EXCAVATION FOR A STRUCTURE. A CUSTOMARY RIGID FOUNDATION, SUITABLY OF REINFORCED CONCRETE IS PLACED OVER THE SUBFOUNDATION AND THE STRUCTURE ERECTED UPON THE RIGID FOUNDATION. THE NOVEL SUBFOUNDATION MAKES POSSIBLE GREATLY INCREASED STRUCTURAL LOADS ON SOILS WHICH ARE UNSTABLE AND NOT NORMALLY CONSIDERED CAPABLE OF SUPPORTING HIGH LOADS.

22. 发明授权

US3613380A Method of supporting warm pipeline in arctic region 失效
标题翻译：在ARCTIC区域支持温度管道的方法
公开(公告)号：US3613380A
公开(公告)日：1971-10-19
申请号：US3613380D
申请日：1969-06-18
申请人： PHILLIPS PETROLEUM CO
发明人： TARNER JACK
IPC分类号： F16L1/026 , E02D27/36 , E02D27/46 , F16L1/00
CPC分类号： F16L1/026
摘要： A STABLE PIPELINE IN PERMAFROST AREAS IS ACHIEVED BY LAYING PIPE ON SPACED SUPPORTS EXTENDING AWAY FROM THE PIPELINE AND INTO THE SOLIDLY FROZEN PERMAFROST SO AS TO PREVENT SINKING OF THE PIPELINE INTO A THAWED ZONE PRODUCED BY HEAT LEAKAGE FROM WARM FLUID CARRIED IN THE PIPELINE.

23. 发明公开

US20240218628A1 ANCHORING ELEMENT FOR CHARGING STATION FOUNDATION AND METHOD OF INSTALLING A CHARGING STATION 审中-公开
公开(公告)号：US20240218628A1
公开(公告)日：2024-07-04
申请号：US18563268
申请日：2022-05-19
申请人： Unimi Holding AB
发明人： Stefan SVENSSON , Mathias HÖKFELT
IPC分类号： E02D27/46 , B60L53/31
CPC分类号： E02D27/46 , B60L53/31 , E02D2300/0001 , E02D2300/001 , E02D2600/20
摘要： This disclosure presents an anchoring element (20) for a charging station foundation (1), the charging station foundation (1) configured to receive a charging station (30) adapted to electrically charge a vehicle, wherein the anchoring element (20) comprises at least 50 weight percent plastic material and is adapted to receive first threaded fasteners (15) by means of which the anchoring element (20) may be attached to a foundation member (10) of the charging station foundation (1) and to receive second threaded fasteners (25) by means of which the charging station (30) may be attached to the anchoring element (20). The disclosure further presents a method of installing a charging station foundation, a method of installing a charging station and a use of an anchoring element (20) comprising at least 50 weight percent plastic material.

24. 发明公开

US20230143736A1 UNIVERSAL, PREFABRICATED FOUNDATION SYSTEM FOR ELECTRIC VEHICLE CHARGING STATIONS 审中-公开
公开(公告)号：US20230143736A1
公开(公告)日：2023-05-11
申请号：US17521143
申请日：2021-11-08
申请人： GreenCore EV Services LLC
发明人： Frank A. Baumann , Frank M. Baumann , Robert A. Baumann
IPC分类号： E02D27/46 , B60L53/30
CPC分类号： E02D27/46 , B60L53/30 , H02J7/0013
摘要： A prefabricated foundation system for mounting one or more electric vehicle charging stations is provided. The prefabricated foundation system includes a body, including a top opening, a plurality of sidewalls, and a plurality of sidewall openings, wherein each of the plurality of sidewalls includes at least one sidewall opening. The prefabricated foundation system further includes a lid configured to be secured to the body over the top opening. The lid includes a lid opening configured to receive one or more components of the one or more electric vehicle charging stations.

25. 发明授权

US10106948B2 System and method for improving deformability of buried pipelines 有权
公开(公告)号：US10106948B2
公开(公告)日：2018-10-23
申请号：US15505683
申请日：2015-08-27
申请人： Alfa Upgrades Inc.
发明人： Ali Fathi
IPC分类号： E02D31/14 , F16L1/11 , E03F3/06 , F16L3/26 , F16L57/02 , E02D27/46 , E02D31/10 , E02D31/12 , F16L1/024 , F16L3/015 , F16L3/16
摘要： A system is provided that increases the deformability of buried pipelines to accommodate combinations of vertical, lateral and longitudinal displacements and subsequent curvatures caused by ground movements. Installation of this system prevents concentration of deformations which may cause catastrophic failures such as buckling, yielding, rupture, and weld failures. The assembly includes an element provided adjacent a pipeline and collapsible in two orthogonal directions; one, the longitudinal direction of the pipe, and two, a direction of expected lateral movement of the pipe. The collapsible element is configured to resist soil pressure in a direction orthogonal to the first two directions, and further provided is a supporting backing element adjacent an end of the collapsible element opposed to the pipeline, to prevent exposure of the collapsible element to soil pressure in one of the two orthogonal collapsible directions. The size and configuration of the installation depends on the soil and pipe properties, and type/magnitude of expected displacements.

26. 发明授权

US10077541B2 Movable pipeline-support and support assembly thereof 有权
公开(公告)号：US10077541B2
公开(公告)日：2018-09-18
申请号：US15226889
申请日：2016-08-02
申请人： Public Joint Stock Company “Transneft” , Joint-stock company “Transneft Siberia” , L.L.C. “Transneft Research and Development Institute for Oil and Oil Products Transportation”
发明人： Yury Viktorovich Lisin , Yurii Borisovich Mikheev , Valeriy Vyacheslavovich Bondarenko , Vitaly Ivanovich Surikov , Vladimir Ivanovich Fedota , Alexander Nikolaevich Chentsov
IPC分类号： E02D31/14 , F16L3/16 , F16L3/10 , E02D27/12 , E02D27/35 , E02D27/46 , E02D31/08 , F16L57/00 , F16L57/02 , F16L57/06 , F16L59/21 , F16L1/026
CPC分类号： E02D31/14 , E02D27/12 , E02D27/35 , E02D27/46 , E02D31/08 , F16L1/026 , F16L3/1091 , F16L3/16 , F16L57/00 , F16L57/02 , F16L57/06 , F16L59/21
摘要： The disclosure relates to the construction of a support for above-ground pipelines and can be used for laying pipelines in in permafrost and on slopes. The result of the support is uniform distribution of the load from the pipeline to a bedding cradle, displacement of a movable part in response to predetermined conditions, and prevention of deformation due to soil heaving. The result is achieved due to inclusion of moving and fixed parts. The movable part includes a semi-cylindrical cradle with two semi-annular frames on the outside of the cradle, detachable half-yokes fix the pipe in the cradle, side cheeks welded to the frame and movably fixed to the tower base by a hinged joint, and a base slidably positioned on a stationary surface of the support. The objective is also solved using a support assembly being structurally different than prior art supports, as described herein.

27. 发明申请

US20170101775A1 Coated Concrete Form 审中-公开
公开(公告)号：US20170101775A1
公开(公告)日：2017-04-13
申请号：US15291512
申请日：2016-10-12
申请人： Bryan White
发明人： Bryan White
IPC分类号： E04B2/86 , E02D27/46
CPC分类号： E02D27/46 , E02D29/02 , E04B2/8635
摘要： A concrete form system includes an outer form composed of a structural foam material and a protective skin material. The protective skin material is in contact with the structural foam material and may be chemically bonded such as by crosslinking with the structural foam material. Each of the structural foam material and protective skin material may include a polymeric material. The protective skin material forms an exposed outer surface of the outer form, obviating any need for additional protection from the elements or to be applied during the construction process. The outer form thermally insulates around the periphery of a poured concrete slab, and can be coupled with an inner form, each of the outer form and inner form being assembled in a predetermined relationship and sized so as to control the vertical elevation and thickness of a concrete slab and a foundation stem wall cast between the inner and outer forms. The concrete form system can be pre-assembled in accordance with appropriate dimensions in a workshop in preparation for pouring a concrete slab on a remote job site.

28. 发明申请

US20170073909A1 METHOD FOR PLACING AT LEAST ONE DUCT/COMMUNICATION CABLE BELOW A ROAD SURFACE IN AN AREA 审中-公开
标题翻译：至少安装一个道路/通信电缆的方法在一个地区的道路表面
公开(公告)号：US20170073909A1
公开(公告)日：2017-03-16
申请号：US15358711
申请日：2016-11-22
申请人： DellCron AB
发明人： Conny Gustavsson , Hasse Hultman
IPC分类号： E01C23/09 , E02D27/46 , E02F5/08 , H02G9/06 , E02F5/10 , G02B6/50 , H02G1/06 , F16L1/028 , E02F5/18
CPC分类号： E01C23/09 , B23D59/001 , B23D59/008 , B23D61/025 , B23D61/18 , B28D1/045 , B28D7/005 , E02D27/46 , E02F5/00 , E02F5/08 , E02F5/10 , E02F5/101 , E02F5/12 , E02F5/18 , E02F9/245 , F16L1/028 , F16L1/032 , G02B6/504 , G05D3/10 , H02G1/06 , H02G9/06 , Y10T83/175 , Y10T83/849 , Y10T83/852 , Y10T83/866 , Y10T83/929 , Y10T83/9457
摘要： A method for placing at least one duct/communication cable below a road surface in an area. The area comprises a first layer and a second layer, the first layer being a road layer, such as asphalt or concrete, and the second layer being a bearing layer for the first layer and being located below the first layer. The method comprising the steps of cutting a micro trench in the area through the first layer into the second layer, placing at least one duct/communication cable in the micro trench so that that duct/communication cable is placed below the first layer, and filling the micro trench so as to restore the road surface.
摘要翻译：一种用于在区域中的道路表面下方布置至少一个管道/通信电缆的方法。该区域包括第一层和第二层，第一层是道路层，例如沥青或混凝土，第二层是第一层的承载层，并位于第一层下面。该方法包括以下步骤：将通过第一层的区域中的微沟槽切割成第二层，将至少一个管道/通信电缆放置在微沟槽中，使得该管道/通信电缆放置在第一层下方，并且填充微沟，以恢复路面。

29. 发明申请

US20160340860A1 STATIONARY PIPELINE SUPPORT 审中-公开
标题翻译：国际管道支持
公开(公告)号：US20160340860A1
公开(公告)日：2016-11-24
申请号：US15226896
申请日：2016-08-02
申请人： Oil Transporting Joint Stock Company “Transneft” , Joint-stock company "Transneft Siberia" , L.L.C.“Transneft Research and Development Institute for Oil and Oil Products Transportation”
发明人： Yury Viktorovich Lisin , Yurii Borisovich Mikheev , Valery Vyacheslavovich Bondarenko , Petr Viktorovich Sechkin , Vitaly Ivanovich Surikov , Kirill Sergeyevich Shonin , Pavel Ivanovich Shoter
IPC分类号： E02D31/14 , F16L57/00 , F16L1/024 , E02D27/35 , E02D27/46 , E02D31/08 , F16L1/026 , E02D27/12
CPC分类号： F16L1/0246 , E02D27/12 , E02D27/35 , E02D27/46 , E02D31/08 , E02D31/14 , F16L1/026 , F16L3/02 , F16L3/04 , F16L3/08 , F16L57/00 , F16L59/21
摘要： The disclosure relates to a saddle support for use in above-ground pipeline construction in severe geological conditions, such as permafrost. The support provides structural stability and redistribution of a load from a pipeline to a pile foundation. The saddle support includes the spool coupled to four adjustable stands through electric insulating units. The stands can be adjusted to change a height and slope angle of the support and are fastened to a single-level pilework that supported by the pile foundation via flanges. The spool is a pipe having an external case and a heat-insulating layer. Longitudinal ribs are fastened to the spool to fasten the spool to the stands. The load-bearing structure of the spool resists axial and side movements of the pipeline and transfer the load absorbed by the spool to the pilework foundation via the electric insulating units on the adjustable stands.
摘要翻译：本公开涉及一种用于严重地质条件（如永冻土）的地上管道施工中的鞍座支架。支架提供结构稳定性和负载从管道到桩基础的再分配。鞍座支撑件包括通过电绝缘单元联接到四个可调节支架的线轴。可以调整支架以改变支撑件的高度和倾斜角度，并将其固定在由桩基础通过法兰支撑的单级桩身上。阀芯是具有外壳和绝热层的管。纵向肋被固定到线轴上以将线轴固定到支架上。阀芯的承载结构抵抗了管道的轴向和侧面运动，并通过可调节支架上的电气绝缘单元将由阀芯吸收的负载传递到桩基。

30. 发明授权

US08443562B2 Form for a concrete footing 有权
标题翻译：形式为混凝土基础
公开(公告)号：US08443562B2
公开(公告)日：2013-05-21
申请号：US12936397
申请日：2009-03-17
申请人： David C. Paul , Alan D. Weiner
发明人： David C. Paul , Alan D. Weiner
IPC分类号： E02D27/32 , E02D27/46 , E04G15/04
CPC分类号： E02D27/28 , E02D27/01
摘要： The form for a concrete footing (10) is a mold for receiving concrete for footings on construction projects. The form has a housing (12), and a plurality of horizontal support members (16) that extend across the hollow interior of the housing. The form may be manufactured from plastic, cardboard, concrete or other materials. Vertical tubes (14) extend from the top and bottom and are hollow to allow for in situ soil sampling after the footing has been set in the excavation.
摘要翻译：混凝土基础（10）的形式是用于接收施工项目的基础的混凝土的模具。该形式具有壳体（12）和跨过壳体的中空内部延伸的多个水平支撑构件（16）。该形式可以由塑料，纸板，混凝土或其它材料制成。垂直管（14）从顶部和底部延伸并且是中空的，以允许在挖掘中设置基础之后的现场土壤取样。

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