-
公开(公告)号：US3961489A
公开(公告)日：1976-06-08
申请号：US516123
申请日：1974-10-18
申请人： Olav Mo
发明人： Olav Mo
CPC分类号： E02D23/02 , E02B17/025 , E02B2017/0052 , E02B2017/0069 , E02B2017/0086
摘要： A method of supporting a structure, such as a drilling structure used in offshore oil activities. The structure includes a caisson having at least one ballast cell and a plurality of skirts extending downwardly below the base of the caisson. The skirts define compartments which are open at their lower ends. The structure is floated to a location at sea and is then sunk. Ballast is then introduced into the ballast cell to cause the skirts to penetrate downwardly into deeper layers of sea bed soil. The skirts thus form closed compartments. Sea water trapped within the compartments is then removed and ballast is then removed from the ballast cell to reduce the vertical load on the sea bed to a load level such that the sea bed material does not fail. Movement of the structure is primarily restrained by adherence and friction between the sea bed and the skirts and by temporary pressure differentials within the closed compartments created by partial movement of the structure.
摘要翻译： 支持海上石油活动中使用的钻井结构等结构的方法。 该结构包括具有至少一个压载舱的沉箱和在沉箱的底部下方向下延伸的多个裙部。 裙子定义在其下端敞开的隔间。 结构浮在海上，然后沉没。 然后将镇流器引入压载舱，使裙子向下穿入深层的海床土壤。 裙子因此形成封闭的隔间。 然后将被隔离在隔室内的海水除去，然后将镇流器从压载舱中取出，以将海床上的垂直载荷降低至负载水平，使得海床材料不会失效。 结构的运动主要受到海床和裙子之间的粘附和摩擦以及由结构部分运动产生的闭合隔室内的临时压差的限制。
-
公开(公告)号：US3919850A
公开(公告)日：1975-11-18
申请号：US46585174
申请日：1974-05-01
申请人： LYNES INC
发明人： COONE MALCOLM G , MILLER STANLEY D
CPC分类号： E02D23/02 , E02B17/00 , E02B17/0008
摘要： An elongated, hollow tubular member is compartmented to enable it to be floated in a water covered area to a desired location. Each compartment is provided with valve means in the form of an inflatable arrangement, which upon deflation communicates water to the compartment for flooding thereof. At least one piling may be positioned longitudinally within the hollow tubular member and sealably engaged by the valve means so that when the valve means is opened, and the tubular member sunk and positioned on the bottom in the water covered area the piling may thereafter be driven into the water covered area to aid in positioning the tubular member.
摘要翻译： 细长的中空的管状构件被隔室以使其能够在覆盖水的区域中浮动到期望的位置。 每个隔室都设置有可充气装置形式的阀门装置，其在通气时将水与隔室连通以使其溢流。 至少一个桩可以纵向定位在中空管状构件内并且被阀装置密封地接合，使得当阀装置打开时，并且管状构件沉没并定位在水覆盖区域的底部上，此后可以驱动打桩 进入覆盖水的区域以帮助定位管状构件。
-
公开(公告)号：US3889476A
公开(公告)日：1975-06-17
申请号：US32908773
申请日：1973-02-02
申请人： GERIN GERALD
发明人： GERIN GERALD
摘要： The invention relates to a submersible caisson adapted for use in the construction of sea or river works, of the kind comprising a bottom, at least one lateral wall and a dividing-up device for liquid ballast forming a cellular structure in section substantially parallel to said bottom. The said dividing-up device is a structure completely independent of the wall and the bottom of the caisson which can thus be calculated precisely in accordance with the applied stresses. Many alternative forms of construction are given and the applications referred to are fluid-storage reservoirs, dykes, breakwaters, quay walls, lock walls, dam elements, etc.
摘要翻译： 本发明涉及一种适用于建造海上或河流工程的潜水沉箱，其包括底部，至少一个侧壁和用于液体压载物的分隔装置，该分隔装置形成基本上平行于所述 底部。 所述分割装置是完全独立于沉箱的壁和底部的结构，因此可以根据施加的应力精确地计算。
-
公开(公告)号：US3686886A
公开(公告)日：1972-08-29
申请号：US3686886D
申请日：1969-12-22
CPC分类号： B63B35/44
摘要： A plant for the manufacture of floating concrete structures in open and substantially unsheltered bodies of water, comprising a concrete ring floating in the water with its axis normally substantially vertical and its upper end above the water surface. The wall structure of the concrete ring includes a plurality of circumferentially spaced, pressure-tight, preferably cylindrical cavities extending in the axial direction of the ring. At least some of these cavities are adapted to serve as ballast and trimming tanks which can be filled with water to a variable extent, whereby the buoyancy, the floatation height and the attitude of the concrete ring in the water can be controlled. The total volume of the cavities is such that the total displacement of the concrete ring exceeds substantially the total dead-weight of the ring. The water area enclosed by the concrete ring is efficiently protected against wave motions, currents and winds, wherefore the manufacture of floating concrete structures can take place in this water area substantially without any disturbances from weather forces. The upper ring-shaped end of the floating concrete ring supports all those apparatuses, equipments, devices and facilities that are necessary for the production, such as concrete mixing stations, cranes, elevators, conveyors, electric power plants, compressed air plants, pump stations, control stations for the control of the ballast and trimming tanks of the concrete ring, workshops, crew spaces etc. Some of the large cavities in the wall structure of the floating ring can also be used as store spaces for materials necessary for the production, such as cement, gravel, sand, reinforcement materials etc. The concrete ring is moored through a large number of mooring ropes to an anchor resting upon the bottom of the body of water. The anchor consists preferably of a concrete ring having a wall structure including a plurality of circumferentially spaced, sealed, pressure-tight cavities adapted to serve as ballast tanks which can be filled with water to a variable extent for determining the total weight of the anchor ring and thus the anchoring force thereof. Preferably, the total volume of the ballast tanks in the anchor ring is such that the displacement of the anchor ring in the water exceeds the deadweight of the anchor ring, whereby this can be brought to a floating position in the surface of the water in that the ballast tanks are emptied. In this way the anchor ring can be towed in a floating position to the intended site of use.
-
公开(公告)号：US3499292A
公开(公告)日：1970-03-10
申请号：US3499292D
申请日：1968-12-20
发明人： TAVARES CARLOS J
CPC分类号： E02D27/52
-
-
-
98.发明申请公开(公告)号：US20220162825A1
公开(公告)日：2022-05-26
申请号：US17593469
申请日：2019-03-18
申请人： Beridi Maritime S.L.
发明人： Ignacio COBIÁN
摘要： A method for the offshore installation of a construction laid by gravity on the seabed, comprising: the provision of a concrete base (1) delimited by a lower slab (8), a roof (2) and a perimeter wall (5), the interior whereof comprises vertical walls (6, 6′) forming cells (7, 12, 22); connecting at the periphery of the roof (2) a plurality of hollow metal floats (3) formed by a column with a circular or polygonal base; towing the assembly to the offshore location where the construction is to operate; allowing seawater to enter the cells (12) located below the roof (2), maintaining the cells (22) located below the metal floats (3) empty, in such a way that when the cells (12) located below the roof (2) are totally full, both the base and the metal floats (3) are submerged; once the cells located below the roof (2), but not those located below the metal floats (3) are full of water, allowing water to enter the cells (22) located below the metal floats (3) in such a way that the immersion of the assembly is completed, the base thereof resting on the seabed; and removing the metal floats. A gravity-based structure comprising a concrete base (1) and a plurality of hollow metal floats (3) connectable thereto.
-
公开(公告)号：US10919606B2
公开(公告)日：2021-02-16
申请号：US16089168
申请日：2017-03-31
发明人： Stig Rau Andersen , Harald Vartdal
IPC分类号： B63C1/02 , E02B3/06 , E02B17/02 , E02D23/02 , E02D23/16 , E02D27/20 , E02D27/52 , F17C13/08 , E02B17/00
摘要： This publication relates to a shallow water terminal, preferably for storing and loading or unloading hydrocarbons, such as LNG, oil or gas. The base structure comprises a floatable, and removable seabed substructure (10) intended to be supported by a seabed (30), the seabed substructure (10) comprising a base structure (11) provided preferably with an upwards extending wall structure (22), arranged along at least a part of the periphery of the base structure (11), the base structure (10) preferably also being provided with an opening (23) in the wall structure (22) for allowing the floatable module to be berthed in and supported by the seabed substructure (10). The base structure (10) is provided with strong points (24) configured to receive the ends of preinstalled vertical piles (14) for at least temporary support of the base structure (11) during a piling operation for permanent piling of the base structure (10) to the sea bed (30). The publication also relates to a method for piling a base structure on or above a seabed (30).
-
公开(公告)号：US20200298945A1
公开(公告)日：2020-09-24
申请号：US16089168
申请日：2017-03-31
发明人： Stig Rau Andersen , Harald Vartdal
摘要： This publication relates to a shallow water terminal, preferably for storing and loading or unloading hydrocarbons, such as LNG, oil or gas. The base structure comprises a floatable, and removable seabed substructure (10) intended to be supported by a seabed (30), the seabed substructure (10) comprising a base structure (11) provided preferably with an upwards extending wall structure (22), arranged along at least a part of the periphery of the base structure (11), the base structure (10) preferably also being provided with an opening (23) in the wall structure (22) for allowing the floatable module to be berthed in and supported by the seabed substructure (10). The base structure (10) is provided with strong points (24) configured to receive the ends of preinstalled vertical piles (14) for at least temporary support of the base structure (11) during a piling operation for permanent piling of the base structure (10) to the sea bed (30). The publication also relates to a method for piling a base structure on or above a seabed (30).
-
-
-
-
-
-
-
-
-
搜索结果
132 条记录 (耗时 0.016 秒)
