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    • 43. 发明申请
    • INTERMODAL FLUID TANK, SYSTEM FOR FLUID DISPENSING AND CORRESPONDING METHODS
    • 用于流体分配和相应方法的间接流体罐
    • WO2017182717A1
    • 2017-10-26
    • PCT/FI2017/050301
    • 2017-04-20
    • OY U-CONT LTD
    • SISTONEN, Jari
    • B65D88/12B65D88/76B60S5/02B67D7/78E04H1/12
    • B65D88/128B60S5/02B65D88/76B67D7/78E04H1/1233
    • An intermodal fluid tank (100, 100') and a system for dispensing fluid having the fluid tank (100, 100') are disclosed. The fluid tank (100, 100') has a cargo opening (110, 110') on a top wall of the intermodal fluid tank (100, 100') for enabling loading at least one piece (120, 160) with a greatest dimension greater than 90 % of loadable longitudinal inner dimension of the intermodal fluid tank (100, 100') at the cargo opening (110, 110'). A detachable cover structure (130, 130') is attached on the cargo opening (110, 110') so that the fluid tank (100, 100') is transportable in an intermodal transport system when packed with a cargo comprising the piece (120, 160). The cover structure resides on a cylindrical wall of the fluid tank (100, 100').
    • 公开了一种联运液箱(100,100')和用于分配具有液箱(100,100')的流体的系统。 流体罐(100,100')在联运流体罐(100,100')的顶壁上具有货物开口(110,110'),用于使至少一个件(120,160)能够以最大尺寸 在所述货物开口(110,110')处的所述联运液箱(100,100')的可加载纵向内部尺寸的大于90%。 在货物开口(110,110')上附接有可拆卸的覆盖结构(130,130'),使得当与包括货物(120,130')的货物一起包装时,流体箱(100,100')能够在联运系统中运输。 ,160)。 盖结构位于流体罐(100,100')的圆柱形壁上。
    • 44. 发明申请
    • ANCHORS AND METHODS FOR ANCHORING AN UNDERGROUND STORAGE TANK
    • 用于锚固地下储存罐的锚杆和方法
    • WO2015143565A1
    • 2015-10-01
    • PCT/CA2015/050237
    • 2015-03-27
    • PULTRUSION TECHNIQUE INC.
    • DUFRESNE, Robert
    • E02D5/74B65D88/76B65D90/00B65G5/00E02D27/38E02D29/045E02D5/80
    • F16M13/02B65D88/76F16M2200/08
    • Various anchors and methods for anchoring an underground storage tank are provided. The anchor includes a base and at least one retention mechanism connected to the base for retaining various configurations of hooks and straps for holding the tank. The retention mechanism includes an opening and a retention member that is configured to open or close the opening by displacing or collapsing said retention member. The anchor may include a composite base having a footing and a spine extending upwardly from the footing so as to define footing portions on either side of the spine. The footing and the spine may have a composite composition that includes a matrix material and a reinforcement structure embedded within the matrix material. The retention mechanism may be connected to the spine of the composite base for retaining a hook for anchoring the underground storage tank.
    • 提供了用于锚定地下储罐的各种锚和方法。 锚固件包括底座和连接到底座的至少一个保持机构,用于保持用于保持箱体的钩和带的各种构造。 保持机构包括开口和保持构件,其构造成通过使所述保持构件移位或折叠来打开或关闭开口。 锚可以包括具有基脚和从基脚向上延伸的脊柱的复合基底,以便在脊柱的任一侧上限定基脚部分。 基脚和脊柱可以具有复合组合物,其包括基质材料和嵌入基质材料内的加强结构。 保持机构可以连接到复合基座的脊部,用于保持用于锚定地下储罐的钩子。
    • 45. 发明申请
    • SELF-SUPPORTING TANK LINER
    • 自支撑油罐衬垫
    • WO2012047902A2
    • 2012-04-12
    • PCT/US2011054786
    • 2011-10-04
    • RUSSELL DAVID D
    • RUSSELL DAVID D
    • B65D90/04B65D25/14B65D88/76
    • B65D90/046B23P19/04B65D88/76B65D90/022B65D90/044B65D90/501Y10T29/49716
    • A liner, a double-walled tank including such a liner, and a method for retrofitting or creating such a liner wherein the liner is designed to be self-supporting. Specifically, the liner is formed by adding structures to the inner surface of an existing single- walled or double walled tank which project from the inner surface of the tank into the internal volume. The combination of the surfaces of the structures and the remaining inner surfaces of the tank form a modified inner surface which then has a liner placed adjacent thereto. The liner is hardened or other fixed in form to provide for an internal liner which retains negatives of the shapes of the structures and is capable of resisting deformation should the original tank be removed and the liner be filled with material that originally would occupy the tank.
    • 内衬,包括这种内衬的双壁罐以及用于改造或制造这种内衬的方法,其中内衬设计成自支撑的。 具体而言,内衬是通过将结构添加到现有的单壁或双壁罐的内表面而形成的,该罐从罐的内表面突出到内部容积中。 结构的表面和罐的其余内表面的组合形成改进的内表面,该内表面然后具有与其相邻放置的衬垫。 衬里被硬化或其他形式固定以提供内部衬里,该内部衬里保持结构形状的负面,并且能够抵抗变形,如果原始坦克被移除并且衬里填充原本将占据坦克的材料。
    • 50. 发明申请
    • METHOD FOR EQUIPPING AT LEAST A CONCRETE SLAB OF A SOLID CONTAINER TO BE BURIED OR IMMERSED AND RESULTING EQUIPPED CONTAINER
    • 至少装配待固化容器或混凝土容器的混凝土板的方法
    • WO00042257A1
    • 2000-07-20
    • PCT/FR2000/000057
    • 2000-01-13
    • B65D88/76B65D90/12E02D27/38
    • B65D88/76B65D90/12E02D27/38
    • The invention concerns a method for equipping a solid container designed to be buried or immersed, such as a tank or conduit section, using at least a concrete slab for stabilising the container by being supported on the underlying ground with weight pick-up of the overlying ground and/or ballasting. It consists in providing the container (1) with an anchoring element (6) for the slab; then in producing or providing around said anchoring element (6) a formwork (18) defining an impression (19) for moulding the slab; then in casting concrete into the formwork impression until contact with the container (1) is achieved by embedding the anchoring element (6) in the concrete; then in allowing or causing it to set in order to form the slab before releasing it from the formwork (18) or to leave the latter as expendable formwork. Thus the slab is incorporated in the container (1) it equips right from the time it is made.
    • 本发明涉及一种用于装备设计成埋入或浸没的固体容器的方法,例如罐或管道部分,至少使用混凝土板来稳定容器,通过将上部的重量拾取物支撑在下面的地面上 地面和/或镇流器。 它包括为容器(1)提供用于板坯的锚固元件(6); 然后在所述锚固元件(6)的周围生产或提供形成用于模制所述板坯的印模(19)的模板(18); 然后将混凝土浇铸成模板印模,直到通过将锚固元件(6)嵌入混凝土中而与容器(1)接触; 然后允许或使其设置以便在从模板(18)释放之前形成板坯,或者将其作为消耗模板。 因此,将板坯装入容器(1)中,从制成的时间开始装备。