TANK WITH INCLINED WALLS
    3.
    发明申请
    TANK WITH INCLINED WALLS 审中-公开
    带有包围的水槽

    公开(公告)号:WO2011053154A1

    公开(公告)日:2011-05-05

    申请号:PCT/NO2010/000386

    申请日:2010-10-28

    CPC classification number: F17C1/002 B63B3/58 B63B25/08

    Abstract: The present invention concerns a substantially prismatic tank (1) for the transportation and storage of fluids comprising a bottom and a first (10) and second pair of opposite side walls, both pair of walls joined to said bottom, wherein the first pair of side walls are inclined with an obtuse angle with respect to the bottom, said first pair of side walls having a height of more than half the total height of the tank, and the second pair of side walls have a substantially straight angle with respect to the bottom.

    Abstract translation: 本发明涉及一种用于运输和储存流体的基本上棱柱形的罐(1),其包括底部和第一(10)和第二对相对侧壁,两对壁连接到所述底部,其中第一对侧 所述壁相对于所述底部倾斜成钝角,所述第一对侧壁的高度大于所述罐的总高度的一半以上,并且所述第二对侧壁相对于所述底部具有大致直角 。

    ROTARY TRANSFORMER
    4.
    发明申请
    ROTARY TRANSFORMER 审中-公开
    旋转变压器

    公开(公告)号:WO2009128724A1

    公开(公告)日:2009-10-22

    申请号:PCT/NO2009/000140

    申请日:2009-04-14

    Abstract: A system for high power transmission on an installation comprising a first part (1, 11) and a second part (2, 12) rotating relative to each other characterized in that the system further comprising a rotary three-phase transformer having primary (U1, V1, W1) and secondary (U2, V2, W2) windings, the first part being provided with one of said primary (U1, V1, W1) or secondary (U2, V2, W2) windings, the second part being provided with the remaining winding of said primary (U1, V1, W1) or secondary (U2, V2, W2) windings, said primary (U1, V1, W1) and secondary (U2, V2, W2) windings are arranged to face each other, and an air gap (6) is provided between the primary (U1, V1, W1) and secondary (U2, V2, W2) windings and their corresponding parts of the transformer cores.

    Abstract translation: 一种用于在包括相对于彼此旋转的第一部分(1,11)和第二部分(2,12)的设备上的大功率传输的系统,其特征在于,所述系统还包括旋转三相变压器,其具有初级(U1, V1,W1)和次级(U2,V2,W2)绕组,第一部分设置有所述初级(U1,V1,W1)或次级(U2,V2,W2)绕组之一,第二部分设有 所述初级(U1,V1,W1)和次级(U2,V2,W2)绕组的所述初级(U1,V1,W1)或次级(U2,V2,W2)绕组的剩余绕组被布置成面对彼此, 在初级(U1,V1,W1)和次级(U2,V2,W2)绕组及其变压器铁芯的对应部分之间设有气隙(6)。

    METHOD AND DEVICE FOR DRAINAGE AND DETECTION OF LEAKAGE
    5.
    发明申请
    METHOD AND DEVICE FOR DRAINAGE AND DETECTION OF LEAKAGE 审中-公开
    用于排水和泄漏检测的方法和装置

    公开(公告)号:WO2014102186A1

    公开(公告)日:2014-07-03

    申请号:PCT/EP2013/077658

    申请日:2013-12-20

    Abstract: A method for providing a drainage from a space between a lined concrete wall and a lining for protecting the lined concrete wall, wherein the method comprisesg the steps of arranging one or more draining member(s) each comprising a draining pipe having a blind flange arranged at both ends and having a length including the blind flanges that is substantially equal to the wall thickness in a casting frame so that the blind flanges are resting at the casting frame at the inside of the wall and the outside of the wall, respectively; filling concrete filled into the casting frame to cover the draining member(s) and allowing the concrete is allowed to cure; removing the casting frame from at least one of the sides of the concrete wall and; drilling through the blind flanges to open the draining member(s). A drained concrete wall and a concrete vessel are also described.

    Abstract translation: 一种从内衬的混凝土墙和内衬之间的空间提供排水的方法,用于保护内衬的混凝土墙,其中所述方法包括以下步骤:布置一个或多个排水构件,每个排水构件包括具有布置的盲法兰的排水管 并且具有包括盲板凸缘的长度,其基本上等于铸造框架中的壁厚度,使得盲板凸缘分别在壁的内侧和外壁处在铸造框架处搁置; 将混凝土填充到浇注框架中以覆盖排水构件并允许混凝土固化; 从混凝土墙的至少一个侧面移除铸造框架; 穿过盲法兰以打开排水构件。 还描述了排水混凝土墙和混凝土容器。

    A GUIDING ASSEMBLY FOR A PIPING SYSTEM
    6.
    发明申请
    A GUIDING ASSEMBLY FOR A PIPING SYSTEM 审中-公开
    一个管道系统的导向装置

    公开(公告)号:WO2014088420A1

    公开(公告)日:2014-06-12

    申请号:PCT/NO2013/050208

    申请日:2013-11-25

    Abstract: A guiding assembly for a riser piping system (2) in an opening in the bottom (8) of a floating structure, said assembly permitting limited axial and angular displacement of the riser piping system (2) in said opening. The assembly comprises a prismatic anchor (1) surrounding a portion of the riser piping system (2) and being connected thereto, an outer prismatic guide tube (4) receiving the prismatic anchor (1), the outer prismatic guide tube (4) having inner surfaces that are parallel to and equally spaced from outer surfaces on the prismatic anchor (1), and rollers (3) arranged in at least two different levels and confined in spaces (2) formed between said inner and outer surfaces, the rollers (3) permitting relative axial movement between the prismatic anchor (1) and the outer prismatic tube (4).

    Abstract translation: 一种用于在浮动结构的底部(8)中的开口中的提升管道系统(2)的引导组件,所述组件允许提升管道系统(2)在所述开口中的有限的轴向和角位移。 组件包括围绕提升管道系统(2)的一部分并连接到其上的棱柱锚(1),接纳棱柱形锚杆(1)的外棱柱形导管(4),外棱柱形导管(4)具有 与棱柱形锚固体(1)上的外表面平行并等距分隔的内表面以及以至少两个不同层级布置并被限制在形成在所述内表面和外表面之间的空间(2)中的辊(3) 3)允许棱柱形锚固件(1)和外部棱柱形管(4)之间的相对轴向运动。

    A LIFEBOAT PROTECTION APPARATUS AND A LIFEBOAT
    7.
    发明申请
    A LIFEBOAT PROTECTION APPARATUS AND A LIFEBOAT 审中-公开
    一个生命保护装置和一个生命

    公开(公告)号:WO2014073979A1

    公开(公告)日:2014-05-15

    申请号:PCT/NO2013/050191

    申请日:2013-11-08

    Inventor: WICHSTRØM, Finn

    CPC classification number: B63B23/00 B63B23/28 B63B23/64

    Abstract: A lifeboat protection apparatus (14) comprises enclosure members (4a-f) that at least partially enclose a lifeboat and lifeboat support devices (2, 3) and forming at least one opening (15) through which the lifeboat may pass. A covering element (6) is arranged to controllably and selectively close and open at least one of the openings (15) and comprises at least one weak region that is configured to be the first region of failure for the cover element. The lifeboat may be launched even when the covering is in a closed position, as the lifeboat's impact load onto the covering will entail a rupturing of the covering.

    Abstract translation: 救生艇保护装置(14)包括至少部分地围绕救生艇和救生艇支撑装置(2,3)并且形成救生艇可以通过的至少一个开口(15)的封闭构件(4a-f)。 覆盖元件(6)布置成可控地和选择性地闭合和打开至少一个开口(15),并且包括被配置为覆盖元件的第一失效区域的至少一个弱区域。 即使覆盖物处于关闭状态,救生艇也可以发射,因为救生艇对覆盖物的冲击载荷将导致覆盖物的破裂。

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