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    • 1. 发明授权
    • Underground storage tank buoyancy and buoyancy safety factor calculation method and apparatus
    • 地下储罐浮力及浮力安全系数计算方法及装置
    • US06467344B1
    • 2002-10-22
    • US09657807
    • 2000-09-08
    • Kiet T. LyJohn BurwellAlbert F. DorrisRobin Berg
    • Kiet T. LyJohn BurwellAlbert F. DorrisRobin Berg
    • G01M100
    • E02D31/12B65D88/76
    • A method for calculating underground storage tank (UST) buoyancy and buoyancy safety factors defines boundaries of side areas such that the boundaries do not overlap for multiple tank installations. Installation plan information may be input over a medium such as the Internet. The computer calculates the buoyancy and buoyancy safety factor and returns this information to the requesting party over the same medium. This technique allows installers to verify the adequacy of installation plans quickly. Records of the information provided by the installer may be kept so the recipient of the information (typically the UST manufacturer) can reconcile differences between the actual installation and the installation plan in the event of UST flotation. The information may be provided on a paper form supplied by the installer. In preferred embodiments, the calculations are tailored to installation guidelines (often provided by the UST manufacturer), which may specify such parameters as spacing between tanks in multi-tank installations, some or all deadman dimensions, slab dimensions, etc. Preferred embodiments generate a form letter that includes the installation plan information and the results of the buoyancy and/or buoyancy safety factor calculations.
    • 一种用于计算地下储罐(UST)浮力和浮力安全系数的方法定义了侧面区域的边界,使得边界与多个罐装置不重叠。 可以通过诸如因特网的介质来输入安装计划信息。 计算机计算浮力和浮力安全系数,并通过相同的介质将该信息返回给请求方。 这种技术允许安装人员快速验证安装计划的充分性。 可以保存由安装人员提供的信息的记录,以便在UST浮选的情况下,信息的接收方(通常是UST制造商)可以调节实际安装和安装计划之间的差异。 信息可以由安装者提供的纸张形式提供。 在优选实施例中,计算适合于安装指南(通常由UST制造商提供),其可以指定诸如多罐装置中的罐之间的间距,一些或所有的废物尺寸,板尺寸等的参数。优选实施例产生 包括安装计划信息和浮力和/或浮力安全系数计算结果的表格信函。
    • 2. 发明授权
    • Triple walled underground storage tank
    • 三层地下储罐
    • US06398057B1
    • 2002-06-04
    • US09014629
    • 1998-01-28
    • Robin BergJohn BurwellAlbert F DorrisJohn Smith
    • Robin BergJohn BurwellAlbert F DorrisJohn Smith
    • B65D8800
    • B65D90/028B29C2791/001B65D90/501
    • A triple-walled underground storage tank is provided with primary, secondary and tertiary walls. Between each two adjacent walls, an annular space is provided. The annular space is continuous throughout, and permits the flow of liquid therein. Monitors may provided separately for each annulus, to detect the formation of leaks, or a lack of containment, in either wall defining the annular space. In one embodiment, the tertiary wall is a smooth cylinder formed about the circumferential ribs of the secondary wall. In the alternative embodiment, the rib-bearing wall is the tertiary wall, and the walls and annular materials of the tank are formed within a female mold. In either case, a tank prepared from integral ribs, with superior robustness and strength, is provided with triple containment.
    • 三层地下储水箱配有初级,二级和三级墙。 在每个两个相邻的壁之间,设置有环形空间。 环形空间是整个连续的,并且允许液体在其中流动。 监视器可以为每个环分开提供,以在确定环形空间的任一壁中检测泄漏的形成或不存在的容纳物。 在一个实施例中,第三壁是围绕次级壁的周向肋形成的平滑圆柱体。 在替代实施例中,承载肋的壁是第三壁,并且罐的壁和环形材料形成在阴模内。 在任一情况下,由整体肋制备的具有优异的坚固性和强度的罐具有三重密封。
    • 3. 发明授权
    • Triple walled underground storage tank
    • 三层地下储罐
    • US06698610B2
    • 2004-03-02
    • US10084091
    • 2002-02-28
    • Robin BergJohn BurwellAlbert F DorrisJohn Smith
    • Robin BergJohn BurwellAlbert F DorrisJohn Smith
    • B65D8800
    • B65D90/028B29C2791/001B65D90/501
    • A triple-walled underground storage tank is provided with primary, secondary and tertiary walls. Between each two adjacent walls, an annular space is provided. The annular space is continuous throughout, and permits the flow of liquid therein. Monitors may be provided separately for each annulus, to detect the formation of leaks, or a lack of containment, in either wall defining the annular space. In one embodiment, the tertiary wall is a smooth cylinder formed about the circumferential ribs of the secondary wall. In the alternative embodiment, the rib-bearing wall is the tertiary wall, and the walls and annular materials of the tank are formed within a female mold. In either case, a tank prepared from integral ribs, with superior robustness and strength, is provided with triple containment.
    • 三层地下储水箱配有初级,二级和三级墙。 在每个两个相邻的壁之间,设置有环形空间。 环形空间是整个连续的,并且允许液体在其中流动。 可以为每个环分开提供监视器,以在限定环形空间的任一壁中检测泄漏的形成或不存在密封。 在一个实施例中,第三壁是围绕次级壁的周向肋形成的平滑圆柱体。 在替代实施例中,承载肋的壁是第三壁,并且罐的壁和环形材料形成在阴模内。 在任一情况下,由整体肋制备的具有优异的坚固性和强度的罐具有三重密封。
    • 4. 发明申请
    • Tank retaining system
    • 储罐系统
    • US20050155192A1
    • 2005-07-21
    • US11080425
    • 2005-03-16
    • John BurwellDouglas MorrissetteRobin BergDavid Grams
    • John BurwellDouglas MorrissetteRobin BergDavid Grams
    • B65D88/76F16G11/00A44B21/00
    • B65D88/76F16G11/143Y10T24/31
    • A retaining system in which straps are provided with hooks that remain engaged with retaining loops even when tension on the straps is released and in which the tightening mechanism includes rods which are located partially below a rib surface on which the straps are placed such that the ends of the rods are near the plane of the strap ends, thereby greatly reducing the bending moment applied to the strap ends and threaded rods. The hook preferably includes a cavity opposite the hook end that will engage the retaining loop when no tension is on the line. In some embodiments, the hook includes a spring-loaded retaining clip to further ensure that the hook does not become disengaged from the retaining loop. The tightening mechanism includes two rods, each of which is positioned to one side of a rib on which the straps rest.
    • 一种保持系统,其中带子设置有钩子,即使在带子上的张力被释放时,钩子仍然保持接合,并且其中紧固机构包括位于其上放置条带的肋表面的部分下方的杆,使得端部 的杆靠近带端的平面,从而大大减少了施加到带端和螺杆的弯矩。 钩优选地包括与钩端相对的空腔,当没有张力在线上时,钩将接合保持环。 在一些实施例中,钩包括弹簧加载的保持夹,以进一步确保钩不会从保持环脱离。 紧固机构包括两个杆,每个杆被定位在带的其一侧搁置的肋的一侧。
    • 5. 发明授权
    • Female-molded underground storage tank and method of making
    • 女模铸地下储罐及其制作方法
    • US5720404A
    • 1998-02-24
    • US705765
    • 1996-08-30
    • Robin BergJohn BurwellNeil OlsonJohn Smith
    • Robin BergJohn BurwellNeil OlsonJohn Smith
    • B65D88/06B29D99/00B65D88/76B65D90/02B65D90/04
    • B29D99/0014B65D90/028B29L2031/712
    • A female-molded double-walled underground storage tank is provided with an annulus of reduced thickness, defined by a plastic film. The film separates the inner and outer walls of the tank, providing an annulus which can be monitored to monitor the tank for failure of either the inner or the outer tank, before contamination of the exterior environment. The tank is formed of fiberglass reinforced plastic, the inner and outer walls thereof being tied together by fiberglass reinforced plastic which holds the annular film in place. The domes of the outer and inner shell are separated due to a layer of wax and alcohol applied to the inner surface of the dome of the exterior tank prior to formation of the interior tank. The spaces between the flats of the two tanks, the domes of the two tanks, and the interior of the ribs of the exterior tank are placed in fluid communication by gutters running along the length of the tank.
    • 一个阴模双层地下储罐设有厚度较小的环,由塑料薄膜所限定。 该膜将罐的内壁和外壁分隔开,提供一个环形空间,在环境污染之前,可以对其进行监控,以监测罐体是否存在内罐或外罐的故障。 该罐由玻璃纤维增​​强塑料制成,其内壁和外壁通过将环形薄膜保持在适当位置的玻璃纤维增​​强塑料连接在一起。 外壳和内壳的圆顶由于在形成内部罐之前施加到外部罐的圆顶的内表面上的蜡和醇层分离。 两个坦克的平面之间的空间,两个坦克的圆顶和外部坦克的肋的内部被放置成沿着槽的长度流动的沟槽流体连通。
    • 8. 发明授权
    • Form for street box in underground storage tank installation
    • 地下储罐安装中街道箱形式
    • US07150582B2
    • 2006-12-19
    • US11080403
    • 2005-03-16
    • John Burwell
    • John Burwell
    • E02D29/12
    • E02D29/14B65D90/105
    • A form suitable for use in an underground storage tank installation includes an upper portion sized and shaped to receive a street box and a lower portion that fits over and surrounds an upper portion of a riser on the tank. In preferred embodiments, the riser acts as a containment sump, a portion of the riser sidewall is double walled, and the bottom of the lower portion of the form extends to a depth below the top of the double walled portion of the riser. Preferably, the cross sectional shape of the form is circular and the bottom of the riser's lower portion is outwardly flanged, which serves to support the form during installation operations. The form has a stepped structure, with the upper portion of the form having a smaller circumference than the lower portion and a transition between the upper and lower portions forming the step.
    • 适用于地下储罐装置的形式包括上部,其尺寸和形状适于容纳街道箱和下部,该下部与罐上的提升管的上部相配合并围绕。 在优选实施例中,提升管用作容纳贮槽,提升管侧壁的一部分是双壁的,并且该形式的下部的底部延伸到提升管的双壁部分的顶部下方的深度。 优选地,形式的横截面形状是圆形的,并且提升管的下部的底部向外凸缘,其用于在安装操作期间支撑该形式。 该形式具有台阶结构,其形状的上部具有比下部更小的周长,以及形成该台阶的上部和下部之间的过渡。