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公开(公告)号：EP2362022A2
公开(公告)日：2011-08-31
申请号：EP11158969.3
申请日：2004-04-08
IPC分类号： E02D27/35
CPC分类号： E02D27/35 , E02B2017/0052 , E02D3/115 , E02D27/12
摘要： The present invention is directed to a method of removing a platform support post (2) of a platform (4) from a surrounding ground surface (1), said method comprising:
a. circulating a heating fluid through a hollow fluid transfer member (80) contained on or within a support post (2); and
b. applying force to said support post (2) to remove said support post (2) from the surrounding ground (1).摘要翻译： 本发明涉及从周围地面（1）去除平台（4）的平台支撑柱（2）的方法，所述方法包括：a。 将加热流体循环通过容纳在支撑柱（2）上或内部的中空流体转移构件（80）; 和b。 向所述支撑柱（2）施加力以从所述周围地面（1）移除所述支撑柱（2）。
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公开(公告)号：EP3124842A4
公开(公告)日：2017-11-01
申请号：EP14887154
申请日：2014-03-28
申请人： PUBLIC JOINT STOCK COMPANY TRANSNEFT , JOINT-STOCK COMPANY TRANSNEFT SIBERIA , LTD LIABILITY COMPANY TRANSNEFT RES AND DEV INST FOR OIL AND OIL PRODUCTS TRANSP
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3.发明公开MOVABLE PIPELINE-SUPPORT AND SUPPORT ASSEMBLY THEREOF 审中-公开BEWEGLICHEPIPELINESTÜTZEUNDSTÜTZANORDNUNGDAFÜR
公开(公告)号：EP3124842A1
公开(公告)日：2017-02-01
申请号：EP14887154.4
申请日：2014-03-28
申请人： Public Joint Stock Company "Transneft" , Joint-Stock Company "Transneft Siberia" , Limited Liability Company "Transneft Research and Development Institute for Oil and Oil Products Transportation"
发明人： LISIN, Yury Viktorovich , MIKHEEV, Yurii Borisovich , BONDARENKO, Valeriy Vyacheslavovich , SURIKOV, Vitaly Ivanovich , FEDOTA, Vladimir Ivanovich , CHENTSOV, Alexander Nikolaevich
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 claimed group of inventions relates to the construction of above-ground pipelines and can be used for laying pipelines in severe geological conditions, for example, in the conditions of permafrost, including the presence of a small surface slope. The technical result achieved when using the claimed group of inventions is to ensure the uniform distribution of the load from the pipeline to the bedding cradle, the possibility of displacement of the movable part of a pipeline support in given design conditions, prevention of deformation in the event of possible soil heaving through the implementation of compensating deformation of the unit bearing on a pile of the hinged type. The object is solved in that the movable pipeline support includes associated moving and fixed parts. In this case the movable part includes the cradle, made in the form of a semi-cylinder, at least with two semi-annular stiffeners (frames) located on the outside of the cradle, detachable half-yokes, providing fixation of the pipe in the cradle, side cheeks, rigidly welded to the frame and movably fixed to the tower base by hinge joint, while the base is made with the possibility of sliding movement along the stationary surface of the support. Also the objective is solved with structurally different performance of the supporting assembly, which is a bearing sleeve installed freely with a gap on two rigidly connected to the pile foundation half-rings in which is placed a support plate with a hole corresponding to the inner diameter of the sleeve, wherein the plate is connected with the sleeve with the vertical rails and a horizontal stiffeners that increase the rigidity of the supporting assembly.
摘要翻译： 所要求发明的一组发明涉及地上管道的施工，可用于在严酷的地质条件下铺设管道，例如在永久冻土条件下，包括存在小的坡面。 在使用所要求保护的发明的组合中实现的技术结果是确保负载从管道到床垫架的均匀分布，在给定的设计条件下管道支撑件的可移动部分的移动的可能性，防止在 通过实施补偿单元轴承在一堆铰链式的变形的可能的土壤沉积的事件。 解决的问题是可移动管道支架包括相关联的移动和固定部件。 在这种情况下，可移动部件包括以半圆筒形式制成的托架，至少具有位于托架外侧的两个半环形加强件（框架），可拆卸的半轭，从而提供管道的固定 支架，侧面颊板，刚性地焊接到框架上，并通过铰链接头可移动地固定到塔架底座，同时基座可以沿着支撑件的固定表面滑动。 另外，目的是通过支撑组件的结构上不同的性能来解决的，该支撑组件是自由安装的，两个刚性连接到桩基半环上的间隙，其中放置有具有对应于内径的孔的支撑板 其中所述板与所述套筒与所述垂直导轨连接，以及水平加强件，其增加所述支撑组件的刚度。
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公开(公告)号：EP0782649A1
公开(公告)日：1997-07-09
申请号：EP96926109.0
申请日：1996-07-22
申请人： Bruckelmyer, Mark
发明人： Bruckelmyer, Mark
摘要： The object of the present invention is to provide a method for thawing frozen ground for laying concrete primarily at a construction site by use of a continuous length of circulating hose (12) placed on the frozen ground inside and/or adjacent a concrete form (10) or over the area where the concrete will be laid, covering the circulating hose with a layer of aggregate material (14) for insulation from cold air leaving the ends (15, 15.1) of the circulating hose protruding from the aggregate connecting the ends of the hose to a source of heated liquid to circulate warm liquid through the circulating hose to thaw the frozen ground, laying the concrete (11) over the identified area while continuing to circulate heated liquid in the circulating hose to prevent the concrete from freezing, leaving the portion of the hose in the aggregate under the concrete by cutting the ends protruding from the aggregate, removing the remaining portions of the hose.
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公开(公告)号：EP2362022B1
公开(公告)日：2018-01-10
申请号：EP11158969.3
申请日：2004-04-08
CPC分类号： E02D27/35 , E02B2017/0052 , E02D3/115 , E02D27/12
摘要： The present invention is directed to a method of removing a platform support post (2) of a platform (4) from a surrounding ground surface (1), said method comprising: a. circulating a heating fluid through a hollow fluid transfer member (80) contained on or within a support post (2); and b. applying force to said support post (2) to remove said support post (2) from the surrounding ground (1).
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公开(公告)号：EP2362022A3
公开(公告)日：2012-12-12
申请号：EP11158969.3
申请日：2004-04-08
CPC分类号： E02D27/35 , E02B2017/0052 , E02D3/115 , E02D27/12
摘要： The present invention is directed to a method of removing a platform support post (2) of a platform (4) from a surrounding ground surface (1), said method comprising:
a. circulating a heating fluid through a hollow fluid transfer member (80) contained on or within a support post (2); and
b. applying force to said support post (2) to remove said support post (2) from the surrounding ground (1).-
公开(公告)号：EP0782649A4
公开(公告)日：1999-05-06
申请号：EP96926109
申请日：1996-07-22
申请人： BRUCKELMYER MARK
发明人： BRUCKELMYER MARK
摘要： The object of the present invention is to provide a method for thawing frozen ground for laying concrete primarily at a construction site by use of a continuous length of circulating hose (12) placed on the frozen ground inside and/or adjacent a concrete form (10) or over the area where the concrete will be laid, covering the circulating hose with a layer of aggregate material (14) for insulation from cold air leaving the ends (15, 15.1) of the circulating hose protruding from the aggregate connecting the ends of the hose to a source of heated liquid to circulate warm liquid through the circulating hose to thaw the frozen ground, laying the concrete (11) over the identified area while continuing to circulate heated liquid in the circulating hose to prevent the concrete from freezing, leaving the portion of the hose in the aggregate under the concrete by cutting the ends protruding from the aggregate, removing the remaining portions of the hose.
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公开(公告)号：EP1620628A4
公开(公告)日：2007-11-14
申请号：EP04759259
申请日：2004-04-08
发明人： BAUGH BENTON F , WATSON CRAIG , KADASTER ALI G , MILLHEIM KEITH K
IPC分类号： E21B1/00 , E02B17/00 , E02B17/02 , E02B17/04 , E02B17/08 , E02D3/115 , E02D9/02 , E02D27/35 , E21B20060101 , E21B36/00 , E21B41/00
CPC分类号： E02D27/35 , E02B2017/0052 , E02D3/115 , E02D27/12
摘要： The instant disclosure relates to a system and method of constructing drilling and production platforms that are particularly useful in remote, inaccessible and/or environmentally sensitive operating environments. According to one aspect of the invention, an arctic drilling platform is provided wherein various methods and means of interlocking neighboring platform modules are provided. Methods and means for sealing the intersections formed between a plurality of interlocked platform modules are also disclosed. According to further aspects of the invention, improved platform floor plans are provided, and various wellhead cellar layouts and sealing means are also described. Methods and means of enhancing the usefulness of modular storage platforms are disclosed, and a number of support post installation and removal techniques are also provided. Also taught are a variety of methods of adjusting the height and level of an assembled drilling platform, and methods and means of adding extension members useful for extending the length of a support post are also described.
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公开(公告)号：EP1620628A2
公开(公告)日：2006-02-01
申请号：EP04759259.7
申请日：2004-04-08
IPC分类号： E21B1/00
CPC分类号： E02D27/35 , E02B2017/0052 , E02D3/115 , E02D27/12
摘要： The instant disclosure relates to a system and method of constructing drilling and production platforms that are particularly useful in remote, inaccessible and/or environmentally sensitive operating environments. According to one aspect of the invention, an arctic drilling platform is provided wherein various methods and means of interlocking neighboring platform modules are provided. Methods and means for sealing the intersections formed between a plurality of interlocked platform modules are also disclosed. According to further aspects of the invention, improved platform floor plans are provided, and various wellhead cellar layouts and sealing means are also described. Methods and means of enhancing the usefulness of modular storage platforms are disclosed, and a number of support post installation and removal techniques are also provided. Also taught are a variety of methods of adjusting the height and level of an assembled drilling platform, and methods and means of adding extension members useful for extending the length of a support post are also described.
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公开(公告)号：EP1530661A1
公开(公告)日：2005-05-18
申请号：EP03737801.5
申请日：2003-06-25
申请人： Uretek Worldwide Oy
发明人： MOROSCHAN, Casey
摘要： In this invention, after the grade at a construction site has been excavated and/or graded to its preliminary rough grade, re-enforcing material, typically synthetic in nature, such as nylon or polypropylene mesh or rods, fibre-glass rods or mesh, or other specified reenforcing material is laid across soil at the construction site and a reinforced base is formed by covering the reinforcing material with a polymeric resin, whereby upon curing, the polymeric resin and reinforcing material forms a contiguous thermo-structural base. Re-enforcement material comprising synthetic and/or non-synthetic components in the form of rods, rope, strapping, mesh, netting, geotextile fabrics or other dimensional forms laid longitudinally, or in a grid pattern, in single or multiple layers, tied or not tied all in situ sprayed with a high density closed cell, water resistant expanding two component polyurethane foam system. The reinforcing material may be nylon, polypropylene, fiberglass, other synthetic or non-synthetic materials or combinations of these materials.
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