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    • 11. 发明授权
    • Tank with backfill deflectors
    • 坦克与回填导流板
    • US06345933B1
    • 2002-02-12
    • US09541783
    • 2000-04-03
    • Charles W. HardingRichard T HardingTerry D. Groh
    • Charles W. HardingRichard T HardingTerry D. Groh
    • F16L106
    • B65D88/76E02D27/38E02D31/10F16L1/11F17C1/007F17C3/005F17C2201/0119F17C2201/035F17C2201/054F17C2203/0639F17C2203/066F17C2205/018F17C2205/0184F17C2205/0188F17C2209/2109F17C2223/0123F17C2223/013F17C2223/0138F17C2260/04F17C2270/0105F17C2270/0147
    • An underground storage tank with backfill deflectors is provided to permit installation of the storage tank underground without requiring any workers to enter the excavation. The backfill deflectors are preferably elongate, and generally the same length as or longer than the storage tanks with which they are used and are installed on the bottom of the excavation on either side of the tank. The deflectors have walls which are sloped or inclined in a direction which tends to direct backfill dumped thereon underneath the storage tank. Desirably, the deflectors direct the backfill under the tank without requiring any of the workers to enter the excavation to shovel the backfill underneath the lower portion or haunches of the tank. After a sufficient level of backfill is introduced into the excavation and directed under the tank by the deflectors, the backfill is vibrated to achieve a compacted backfill under the tank which is sufficient to support the tank. Preferably, the backfill is vibrated with a concrete vibrator with a probe on a long cord or tether, and may be accomplished without any workers entering the excavation. Such a vibrator, commonly used to compact concrete in forms, will move the backfill into any voids in the backfill under the tank to provide an even support for the bottom of the tank along its entire length.
    • 提供一个带有回填导流板的地下储罐,以便在不需要任何工人进入挖掘的情况下将储罐安装在地下。 回填导流板优选地是细长的,并且与使用它们的储罐大体上具有相同或更长的长度,并且安装在罐两侧的挖掘底部。 偏转器具有倾斜或倾斜的方向,倾向于倾倒在储存罐下方倾倒在其上的回填的方向。 理想地,偏转器将回填物引导到罐下方,而不需要任何工人进入挖掘,以铲除在槽的下部或下部的回填。 在通过导流板引入足够水平的回填并引导到罐下面之前,回填物被振动以在罐下面实现足以支撑罐的压实回填。 优选地,回填器用具有探头的混凝土振动器在长绳索或系绳上振动,并且可以在没有任何工人进入挖掘的情况下完成。 这种通常用于压实混凝土形式的振动器将将回填物移动到罐下面的回填中的任何空隙中,以在其整个长度上为罐的底部提供均匀的支撑。
    • 13. 发明授权
    • Friction barrier pile jacket
    • 摩擦阻力桩夹套
    • US4721418A
    • 1988-01-26
    • US941770
    • 1986-12-15
    • Frankie A. R. Queen
    • Frankie A. R. Queen
    • E02D5/22E02D31/10E02D5/60
    • E02D5/226E02D31/10
    • A pile jacket (15) is placed about a pile (14) before backfill earth (45) is filled in about the pile. The pile jacket (15) is formed of laminated sheet material (20) having opposed, parallel spaced outside sheets (21 and 22) and with intermediate supporting ribs (24) that maintain the outside sheets in spaced relationship. The indentations (48) made by the backfill earth (45, 46) in the pile jacket generally do not destroy the flat abutment of the inside sheet (21) with the surface of the pile, so that a slip plane is maintained between the pile jacket and the pile, permitting the pile jacket to move downwardly when the backfill material settles without transmitting a major downward load from the backfill material to the pile.
    • 在回填地球(45)填充在桩周围时,堆垛(15)围绕桩(14)放置。 桩套(15)由具有相对的平行隔开的外部片(21和22)和中间支撑肋(24)的层叠片材(20)形成,其保持外部片材间隔开。 由绒头护套中的回填土(45,46)制成的凹陷(48)通常不会破坏内侧片(21)与桩的表面的平坦邻接,使得在桩之间保持滑动平面 夹套和绒头,当回填材料沉降而不会从回填材料向堆放置大量向下的负载时,允许绒毛夹套向下移动。
    • 20. 发明授权
    • Aggregate replacement
    • 整体更换
    • US09593783B2
    • 2017-03-14
    • US14864546
    • 2015-09-24
    • Alton F. Parker
    • Alton F. Parker
    • E02B11/00F16L1/06F16L1/036F16L3/08E02D31/10E02D31/02E03F1/00
    • F16L1/06E02B11/005E02D31/02E02D31/10E03F1/005F16L1/036F16L3/08
    • An aggregate replacement device may be used to replace rock aggregate in underground drainage systems. An aggregate replacement includes a structure having a proximal face, a distal face, a bottom face and two side faces with a plurality of openings. The two side faces and bottom face have a proximal edge, a distal edge and two side edges. The proximal face and distal face are coupled to the proximal edges or distal edges of the two side faces and bottom face to form an obtuse angle. A first of the side edges of the side faces is coupled to the side edges of the bottom face. A coupler and a locking device are coupled to a second of the side edges of the side faces. The coupler and locking device couple the structure to a second structure with the second of the side edges of the side faces abutting.
    • 集体更换装置可用于替代地下排水系统中的岩石骨料。 聚集体替代物包括具有近端面,远端面,底面和具有多个开口的两个侧面的结构。 两个侧面和底面具有近端边缘,远端边缘和两个侧边缘。 近端面和远侧面联接到两侧面和底面的近端边缘或远端边缘以形成钝角。 侧面的第一侧边缘与底面的侧边缘相连。 联接器和锁定装置联接到侧面的第二侧边缘。 耦合器和锁定装置将结构耦合到第二结构,侧面的第二侧边缘邻接。