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    • 65. 发明申请
    • Method and device for air-assisted moving of soil in an earth moving apparatus
    • 地球运动装置土壤空气辅助移动的方法和装置
    • US20050072028A1
    • 2005-04-07
    • US10987633
    • 2004-11-11
    • Mark Miskin
    • Mark Miskin
    • A01B31/00E02F3/40E02F3/64E02F3/92E02F3/65
    • E02F3/9206A01B31/00E02F3/402E02F3/6481E02F3/65E02F3/658E02F3/7631
    • Devices and methods for air-assisted loading of soil in an earth-moving apparatus are disclosed. One aspect of a device includes a source of a current of air and at least one conduit for directing the current of air towards soil moved by the earth-moving apparatus. The device is configured to be operatively connected to the earth-moving apparatus. An earth-moving apparatus is also disclosed. The apparatus includes a frame having opposing sides, supported by at least two ground-engaging wheels, and a bucket having a floor and a pair of upstanding sidewalls. A cutting blade may be attached to the bucket or disposed between the opposing sides of the frame. An air supply system for delivering a current of air to soil moved by the earth-moving apparatus is also included. Methods for loading soil into an earth-moving apparatus are also disclosed.
    • 公开了一种用于土方移动装置中的空气加载装置的装置和方法。 装置的一个方面包括空气流的源和至少一个用于将空气流引导到土方移动装置移动的土壤的导管。 该装置被配置为可操作地连接到移土装置。 还公开了一种土方机械。 该装置包括具有相对侧面的框架,由至少两个接地轮支撑,以及具有底板和一对直立侧壁的铲斗。 切割刀片可以附接到铲斗或设置在框架的相对侧之间。 还包括用于将空气流传送到由土方移动装置移动的土壤的空气供应系统。 还公开了将土壤装入移土装置的方法。
    • 66. 发明授权
    • Cable and pipe burial apparatus and method
    • 电缆管道埋地装置及方法
    • US06719494B1
    • 2004-04-13
    • US09692591
    • 2000-10-19
    • Jonathan B. Machin
    • Jonathan B. Machin
    • E02F510
    • E02F3/9206E02F5/104E02F5/107
    • An apparatus for burying cables and pipes in soil includes a support structure adapted for movement across a surface of the soil. A water jetting machine is provided for producing a source of pressurized water. At least two jetting arms are in fluid communication with the source of pressurized water. The jetting arms have vertical adjustment structure for varying at least the vertical position of each jetting arm relative to the support structure so as to adjust for varying soil conditions. A method for burying cables and pipes in soil is also disclosed.
    • 用于将电缆和管道埋在土壤中的装置包括适于在土壤表面移动的支撑结构。 提供一种用于生产加压水源的喷水机。 至少两个喷射臂与加压水源流体连通。 喷射臂具有垂直调节结构,用于至少改变每个喷射臂相对于支撑结构的垂直位置,以便适应不同的土壤条件。 还公开了一种在土壤中埋设电缆和管道的方法。
    • 68. 发明授权
    • Apparatus and method for in Situ installation of underground containment
barriers under contaminated lands
    • 在受污染土地上现场安装地下围墙的装置和方法
    • US5957624A
    • 1999-09-28
    • US23250
    • 1998-02-13
    • Ernest E. Carter, Jr.Frank L. SanfordR. Kent Saugier
    • Ernest E. Carter, Jr.Frank L. SanfordR. Kent Saugier
    • E02D5/18E02D31/00E02F3/88E02F3/92E02F5/10E02D5/20
    • E02F3/8825E02D31/00E02D5/18E02F3/88E02F3/9206E02F5/10E02D2250/003E02D2300/0018
    • An apparatus for constructing a subsurface containment barrier under a waste site disposed in soil is provided. The apparatus uses a reciprocating cutting and barrier forming device which forms a continuous elongate panel through the soil having a defined width. The reciprocating cutting and barrier forming device has multiple jets which eject a high pressure slurry mixture through an arcuate path or transversely across the panel being formed. A horizontal barrier can be formed by overlapping a plurality of such panels. The cutting device and barrier forming device is pulled through the soil by two substantially parallel pulling pipes which are directionally drilled under the waste site. A tractor or other pulling device is attached to the pulling pipes at one end and the cutting and barrier forming device is attached at the other. The tractor pulls the cutting and barrier forming device through the soil under the waste site without intersecting the waste site. A trailing pipe, attached to the cutting and barrier forming device, travels behind one of the pulling pipes. In the formation of an adjacent panel the trailing pipe becomes one of the next pulling pipes. This assures the formation of a continuous barrier.
    • 提供了一种用于在设置在土壤中的废弃物场地下构造地下围护屏障的装置。 该装置使用往复式切割和屏障形成装置,其通过具有限定宽度的土壤形成连续细长板。 往复切割和屏障形成装置具有多个喷射器,其通过弧形路径喷射高压浆料混合物或横向穿过正在形成的面板。 可以通过重叠多个这样的面板来形成水平屏障。 切割装置和障碍物形成装置通过两个基本上平行的在管道上钻出的拉管而被牵引通过土壤。 拖拉机或其他牵引装置在一端附接到拉管,并且切割和阻挡形成装置在另一端附接。 拖拉机将切割和屏障形成装置通过废物场地下的土壤拉出,而不与废弃物相交。 连接到切割和阻挡物形成装置的拖尾管在一个拉管后面行进。 在相邻板的形成中,尾管成为下一个拉管之一。 这确保形成连续的屏障。
    • 70. 发明授权
    • Underwater excavation apparatus
    • 水下挖掘设备
    • US5480291A
    • 1996-01-02
    • US133095
    • 1993-10-13
    • Nicholas V. Sills
    • Nicholas V. Sills
    • E02D1/04E02F3/88E02F3/92E02F5/00F04B35/02
    • E02F3/8858E02D1/04E02F3/88E02F3/9206E02F5/003Y10S173/01
    • The disclosure relates to an underwater excavation apparatus comprising a tube (10) in which a propeller (18) is mounted for rotation. The tips of the propeller blades are formed with jets (30) supplied from a high pressure water supply through passages in the propeller blades. The jets impinge on vanes (31) mounted on the tube wall around the propeller to cause the propeller to rotate and thereby draw water through the tube from an inlet at one end to an outlet at the other end to act on the seabed. The apparatus is particularly useful for excavating trenches on the seabed and exposing previously covered installations on the seabed.
    • PCT No.PCT / GB91 / 00611 Sec。 371日期:1993年10月13日 102(e)日期1993年10月13日PCT 1991年4月18日PCT PCT。 公开号WO92 / 18701 日期:1992年10月29日。本公开涉及一种水下挖掘装置,包括其中安装螺旋桨(18)以旋转的管(10)。 螺旋桨叶片的尖端形成有从高压水源通过螺旋桨叶片中的通道提供的喷嘴(30)。 喷射器撞击安装在螺旋桨周围的管壁上的叶片(31),以使螺旋桨旋转,从而从一端的入口到另一端的出口将水从管中抽出,作用在海床上。 该装置特别适用于在海床上挖掘沟槽并暴露在海床上的先前被覆盖的装置。