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    Winding apparatus and method for constructing steel ribbon wound layered pressure vessels
    111.
    发明授权
    Winding apparatus and method for constructing steel ribbon wound layered pressure vessels 失效
    用于构造钢带卷绕的分层压力容器的绕线装置和方法

    公开(公告)号：US5676330A

    公开(公告)日：1997-10-14

    申请号：US562261

    申请日：1995-11-22

    Applicant: Guo Hui Zhu

    Inventor： Guo Hui Zhu

    IPC: B65H81/08 ,  F17C1/06 ,  B21D51/24

    CPC classification number: B65H81/08 ,  F17C1/06 ,  F17C2201/0109 ,  F17C2201/0119 ,  F17C2201/052 ,  F17C2201/054 ,  F17C2201/056 ,  F17C2203/0624 ,  F17C2203/0639 ,  F17C2209/21 ,  F17C2209/2154 ,  F17C2209/2172 ,  F17C2209/221 ,  F17C2260/013 ,  Y10T29/49828

    Abstract: An apparatus for winding steel ribbon around a vessel inner shell having forward and rearward ends to construct a pressure vessel includes a vessel support and rotation mechanism, a vessel elevation adjusting mechanism, tracks for supporting and guiding the vessel support and rotation mechanism, a carriage having rail track engaging mechanism for traveling along the track on at least one side of the vessel inner shell, and a ribbon pulling mechanism mounted on the carriage for delivering the ribbon to the vessel inner shell under ribbon tensile loading to pre-stress the vessel. The apparatus preferably additionally includes a locking mechanism for locking the vessel support and rotation mechanism to the track, after the vessel support and rotation mechanism is positioned at forward and rearward ends of a given vessel inner shell. The vessel support and rotation mechanism preferably includes several vessel support roller sets in the form of annular members rotatably mounted on tracks. A method for winding steel ribbon around a vessel inner shell using the above described apparatus, includes the steps of mounting the vessel inner shell on the vessel support and rotation mechanism, securing an end of the ribbon to the vessel inner shell, rotating the vessel inner shell, delivering the ribbon from the ribbon pulling mechanism to the vessel inner shell for winding around the inner shell, and advancing the ribbon pulling mechanism along the track on the carriage to wind the ribbon along the inner shell in a helical path.

    Abstract translation: 用于将钢带卷绕在具有前端和后端以构造压力容器的容器内壳的装置包括容器支撑和旋转机构，容器升高调节机构，用于支撑和引导容器支撑和旋转机构的轨道，具有 轨道接合机构，用于在容器内壳的至少一侧沿轨道行进，以及安装在滑架上的色带牵引机构，用于在色带拉伸载荷下将色带输送到容器内壳，以对容器进行预应力。 该装置优选地还包括用于在容器支撑和旋转机构位于给定的容器内壳的前端和后端之后将容器支撑和旋转机构锁定到轨道的锁定机构。 容器支撑和旋转机构优选地包括可旋转地安装在轨道上的环形构件形式的几个容器支撑辊组。 使用上述装置将钢带卷绕在容器内壳周围的方法包括将容器内壳安装在容器支撑和旋转机构上的步骤，将带的端部固定到容器内壳上，使容器内部 将色带从色带拉动机构传送到容器内壳，以缠绕在内壳周围，并且沿着滑架上的轨道推进色带拉动机构，以沿着内壳以螺旋路径卷绕色带。

    Prefabricated structure for forming fluid-tight and thermo-insulated walls for very low temperature fluid confinement container
    113.
    发明授权
    Prefabricated structure for forming fluid-tight and thermo-insulated walls for very low temperature fluid confinement container 失效
    用于形成非常低温流体限制容器的流体密封和热绝缘壁的预制结构

    公开(公告)号：US5501359A

    公开(公告)日：1996-03-26

    申请号：US185820

    申请日：1994-03-10

    Applicant: Jean-Michel Chauvin ,  Jean M. Claude

    Inventor： Jean-Michel Chauvin ,  Jean M. Claude

    IPC: B63B25/16 ,  F17C3/02 ,  F17C3/04 ,  B63B3/00

    CPC classification number: B63B25/16 ,  F17C3/025 ,  F17C3/04 ,  F17C2201/052 ,  F17C2203/012 ,  F17C2203/0333 ,  F17C2203/0354 ,  F17C2203/0358 ,  F17C2203/0643 ,  F17C2203/0646 ,  F17C2203/066 ,  F17C2203/0663 ,  F17C2205/0184 ,  F17C2223/0153 ,  F17C2223/0161 ,  F17C2223/033 ,  F17C2260/033 ,  F17C2260/036 ,  F17C2270/0105 ,  F17C2270/0107 ,  Y10S220/901

    Abstract: The present invention relates to a prefabricated structure providing fluid-tight and thermo-insulated walls for a heat-insulated confinement container such as a fluid-tight reservoir for storage and/or transport of a very low temperature fluid. Said structure (1) comprised of an internal flexible and fluid-tight barrier (2), a heat insulation system (4) and an external wall (3) forming support for the structure (1), is characterized in that distribution walls (53) integral with the external wall (3) are fixed to the latter particularly by means of screws or the like (35) arranged facing holes (435) drilled in an external insulation layer (43) at a distance from the joints (63) between plates (43a) forming said layer, a fluid-tight connector (80) being sealingly arranged in each of the holes (435) and joints (63). The invention applies to the construction of structures forming fluid-tight reservoirs, for example for tankers which transport cryogenic liquids such as methane tankers.

    Abstract translation: PCT No.PCT / FR93 / 00492 Sec。 371日期：1994年3月10日 102（e）1994年3月10日PCT PCT 1993年5月19日PCT公布。 第WO93 / 23699号公报 日期：1993年11月25日。本发明涉及一种用于隔热密封容器（例如流体密封储存器）的流体密封和热绝缘壁的预制结构，用于储存和/或运输非常低温的流体 。 所述结构（1）由内部柔性和流体密封屏障（2），隔热系统（4）和形成用于结构（1）的支撑件的外壁（3）组成，其特征在于分配壁（53 与所述外壁（3）成一体的所述外壁（3）通过螺钉等固定到所述外壁（3）上，所述螺钉或类似物（35​​）布置在与所述接合部（63）相距一定距离的外部绝缘层（43）中钻孔的面对孔（435） 形成所述层的板（43a），密封地布置在每个孔（435）和接头（63）中的流体密封连接器（80）。 本发明适用于形成流体密封储存器的结构的构造，例如用于运输诸如甲烷罐车的低温液体的油罐。

    Fire resistant tank construction
    115.
    发明授权
    Fire resistant tank construction 失效
    耐火罐结构

    公开(公告)号：US5082138A

    公开(公告)日：1992-01-21

    申请号：US648969

    申请日：1991-01-31

    Applicant: David C. McGarvey

    Inventor： David C. McGarvey

    IPC: B65D90/50 ,  F17C3/02 ,  F17C13/12

    CPC classification number: F17C3/022 ,  B65D90/501 ,  F17C13/126 ,  F17C2201/0119 ,  F17C2201/032 ,  F17C2201/052 ,  F17C2203/012 ,  F17C2203/0329 ,  F17C2203/0358 ,  F17C2203/0383 ,  F17C2203/0607 ,  F17C2203/0631 ,  F17C2203/0639 ,  F17C2203/0663 ,  F17C2209/221 ,  F17C2221/032 ,  F17C2250/0417 ,  F17C2260/011 ,  F17C2260/038 ,  F17C2260/042

    Abstract: Fire resistant tank apparatus is adapted for transportation and for installation above-ground to receive and dispense a liquid hydrocarbon or hydrocarbons, or the like, and includes a metallic tank assembly having a lightweight, triple hulled, wall structure, defining inner, intermediate and outer walls which are spaced apart. Thermal barrier material is located in certain space between such walls, and in such manner that there is no direct heat conducting metallic path between such walls, as for example the intermediate and outer walls. In addition, fire resistant material may be applied to the outer side or sides of the outer walls and hardened to define a relatively lightweight shell enclosing the tank assembly. The structure resists severe heat invasion in the form of radiation, convection and conduction to maintain liquid hydrocarbon in the innermost tank isolated from such invasion. Also, the structure is bullet resistant.

    Abstract translation: 耐火罐装置适用于运输和安装在地面上以接收和分配液体烃或烃等，并且包括金属罐组件，其具有限定内部，中间和外部的轻质，三重外壳的壁结构 间隔开的墙壁。 隔热材料位于这种壁之间的某些空间中，并且以这样的方式，即在这种壁之间不存在直接导热的金属路径，例如中间壁和外壁。 此外，耐火材料可以施加到外壁的外侧或侧壁上并被硬化以限定围绕罐组件的相对较轻的外壳。 该结构以辐射，对流和传导的形式抵抗严重的热侵入，以保持最内层的液体烃与这种入侵隔离。 而且，结构是防弹的。

    Earthquake resistant tank
    119.
    发明授权
    Earthquake resistant tank 失效
    抗震槽

    公开(公告)号：US4249352A

    公开(公告)日：1981-02-10

    申请号：US906332

    申请日：1978-05-16

    Applicant: Tadeusz J. Marchaj

    Inventor： Tadeusz J. Marchaj

    IPC: E02D27/34 ,  E04B1/98 ,  E04H7/02 ,  E04H7/18 ,  E04H9/02 ,  F17C3/02

    CPC classification number: E04H7/18 ,  E02D27/34 ,  E04B1/98 ,  E04H7/02 ,  E04H9/02 ,  F17C3/022 ,  F17C2201/0119 ,  F17C2201/032 ,  F17C2201/052 ,  F17C2203/016 ,  F17C2203/0341 ,  F17C2203/0629 ,  F17C2203/0639 ,  F17C2203/0678 ,  F17C2203/0695 ,  F17C2205/0184 ,  F17C2221/033 ,  F17C2223/0161 ,  F17C2223/033 ,  F17C2260/011

    Abstract: A tank adapted to withstand the horizontal displacement forces and overturning moments which act upon the side walls thereof under earthquake conditions is disclosed. The tank includes a base and cylindrical side walls and a plurality of tendons are provided each of which is attached to the cylindrical side wall at one end and to an anchor fixedly positioned in the concrete base. Each of the tendons is stressed and the stress in the tendon acts downwardly and in some embodiments radially outwardly on the tank wall and substantially restrains the wall from horizontal displacement and protects the side walls from the stresses developed due to the overturning moment. Steel-wall and prestressed concrete wall tanks, particularly for cryogenic liquids, can be adapted according to the invention.A double-wall storage tank for cryogenic liquids is also shown wherein a plurality of stressed tendons are distributed around the inner wall and act outwardly and downwardly on the upper portion of the inner wall and wherein a second plurality of stressed tendons are attached to the upper part of the outer wall and act inwardly and downwardly thereupon.

    Abstract translation: 公开了一种适于在地震条件下承受作用在其侧壁上的水平位移力和翻转力矩的罐。 该箱体包括底座和圆筒形侧壁，并且多个钢筋分别设置在一端的圆柱形侧壁和固定地位于混凝土底座中的锚固件上。 每个钢筋受到应力，并且钢筋中的应力向下作用，并且在一些实施例中在槽壁上径向向外作用，并且基本上限制壁的水平位移并且保护侧壁免受由于倾覆力矩产生的应力。 钢壁和预应力混凝土墙体罐，特别是低温液体，可以根据本发明进行调整。 还示出了一种用于低温液体的双壁储罐，其中多个应力筋分布在内壁周围并在内壁的上部向外和向下作用，并且其中第二多个应力筋连接到上部 外壁的一部分，并向内和向下作用。

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