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    • 11. 发明授权
    • System and method for installing production casings
    • 安装生产外壳的系统和方法
    • US4176985A
    • 1979-12-04
    • US740570
    • 1976-11-10
    • Martin D. Cherrington
    • Martin D. Cherrington
    • E21B7/04E21B7/20E21B7/28E21B21/00E21B21/12F16L1/028F16L1/04
    • E21B21/12E21B21/003E21B7/046E21B7/201E21B7/28
    • A system and method for emplacing a relatively large casing under and spanning an obstacle such as a river is disclosed. A liquid-occupied passageway is excavated along an arcuate path beneath the obstacle between positions at or near ground level on either side. A casing of lesser diameter than the passageway is introduced into the passageway following the excavating apparatus. A transport fluid is introduced at the excavating site to entrain the cuttings resulting from the excavating. The casing is non-rotatably advanced along the arcuate path of the passageway, and the transport fluid and entrained cuttings are collected in the interior of the leading end of the casing. The transport fluid and entrained cuttings are evacuated under positive pressure from the interior of the leading portion of the casing to prevent the cuttings from settling in the ground circumscribing the advancing casing. The interior of the casing is sealed off proximate the leading portion thereof to provide buoyancy to the casing in the passageway. The casing is weighted to substantially neutralize the buoyancy of the casing and thereby minimize friction between the casing and the sidewalls of the passageway to facilitate advancement of the casing into the passageway.
    • 公开了一种在诸如河流之类的障碍物下面并跨越诸如河流的障碍物放置较大的套管的系统和方法。 沿着障碍物下方的弓形路径挖掘液体占有的通道,在任一侧的地面或附近的位置之间。 直径小于通道的套管被引入到挖掘装置后面的通道中。 在挖掘部位引入运输流体以夹带由挖掘产生的切屑。 壳体沿着通道的弧形路径不可旋转地前进,并且输送流体和夹带的切屑被收集在壳体的前端的内部。 输送流体和夹带的切屑在正压力下从壳体的前部的内部排出,以防止切屑沉入包围前进壳体的地面中。 外壳的内部靠近其导引部分被密封,以在通道中向壳体提供浮力。 称重壳体以基本上中和壳体的浮力,从而最小化壳体与通道的侧壁之间的摩擦,以便于将壳体推进到通道中。
    • 13. 发明授权
    • Method and apparatus for cleaning a borehole
    • 清洗钻孔的方法和装置
    • US5375669A
    • 1994-12-27
    • US17642
    • 1993-02-12
    • Martin D. Cherrington
    • Martin D. Cherrington
    • E21B7/28E21B21/12E21B21/14
    • E21B21/14E21B21/12E21B7/28
    • A method and apparatus for removing drilling mud within entrained cuttings is provided using a pump for forcing fluid into a borehole, such that the fluid mixes with cuttings formed during the formation of the hole. The pipe receives the fluid and entrained cuttings at a first end of the pipe and returns the fluid and entrained cuttings to the surface at the second end of the pipe. At the first end of the pipe, air is injected into the drilling fluid with entrained cuttings to form bubbles therein, thereby increasing the velocity of the fluid and entrained cuttings through the pipe. In one alternative embodiment, a suction is provided at one end of the pipe to increase the speed of fluid and entrained cuttings therethrough. In a third embodiment of the present invention, an Archimedes screw is used to remove the fluid and entrained cuttings from the borehole.
    • 使用用于迫使流体进入钻孔的泵来提供用于移除夹带的切屑内的钻井泥浆的方法和装置,使得流体与形成孔期间形成的切屑混合。 管道在管道的第一端处接收流体和夹带的切屑,并将流体和夹带的切屑返回到管道的第二端处的表面。 在管道的第一端,空气被夹带的钻屑注入到钻井液中,在其中形成气泡,从而增加流体的速度和夹带的切屑通过管道。 在一个替代实施例中,在管的一端处提供抽吸以增加流体的速度和夹带的切屑通过其中。 在本发明的第三实施例中,使用阿基米德螺丝来从钻孔中去除流体和夹带的切屑。
    • 14. 发明授权
    • Method and apparatus for enlarging an underground path
    • 扩大地下路径的方法和装置
    • US5351764A
    • 1994-10-04
    • US819458
    • 1992-01-10
    • Martin D. Cherrington
    • Martin D. Cherrington
    • E21B7/20E21B7/28E21B21/00E21D3/00
    • E21B21/00E21B7/20E21B7/28
    • A method and apparatus for enlarging an inverted arcuate underground path between two surface locations is disclosed, where the cuttings from the enlarging are removed. After the drilling of a pilot borehole, and possibly after some reaming operations, a reamer and hole cleaner are pulled through the path, with the reamer rotating as the drill string in the path rotates. The rotation of the drill string also powers a positive displacement pump inside of the hole cleaner, which pumps fluid and entrained cuttings to the surface behind the hole cleaner. Fluid may also be pumped into the reamer from behind the hole cleaner, preferably by way of an inlet pipe which surrounds the outlet from the pump. The hole cleaner includes an agitator, also powered by the rotation of the drill string, which agitates the fluid and cuttings while the drill string is rotated but is not being pulled to the surface. Pressure control may be maintained either by monitoring the fluid in and out of the path together with the volume of the cuttings, or by direct monitoring of the pressure at the reamer.
    • 公开了一种用于在两个表面位置之间扩大倒置弧形地下路径的方法和装置,其中去除了放大的切屑。 在钻探导向钻孔之后,并且可能在一些铰孔操作之后,将扩孔器和孔清洁器拉过该路径,随着钻杆在路径中旋转,铰刀旋转。 钻柱的旋转还为孔清洁器内的正排量泵提供动力,孔泵将流体和夹带的切屑泵送到孔清洁器后面。 流体还可以从孔清洁器的后面被泵送到铰刀中,优选地通过围绕泵的出口的入口管被泵入。 孔清洁器包括搅拌器,其也由钻柱的旋转驱动,其在钻柱旋转但不被拉到表面的同时搅动流体和切屑。 可以通过将流体进入和流出路径以及切屑的体积,或通过直接监测铰刀上的压力来维持压力控制。
    • 17. 发明授权
    • Jet bit with onboard deviation means
    • 喷射位与板上偏差意味着
    • US4899835A
    • 1990-02-13
    • US348910
    • 1989-05-08
    • Martin D. Cherrington
    • Martin D. Cherrington
    • E21B7/06E21B7/08E21B7/18E21B10/60
    • E21B7/18E21B10/60E21B7/067
    • A directional drill bit utilizing pressurized fluid as a means for eroding earth in a forward path of the bit and being used to drill at least a portion of an arcuate path, comprises an elongate hollow body having two sections joined one to the other by a flexible joint, a box end connection, a jet nozzle, an articulation device comprising a spring and a stop, the articulation device being responsive to changes in fluid pressure by permitting a forward portion of the bit bearing the nozzle structure to change angular position with respect to an aft portion of the bit, by the forward portion moving from a first position relative to the aft portion to a second position relative to the aft portion. The spring is positioned in a manner which defines an initial, pre-selected degree of axial alignment describing a first angle formed by the relative position of the longitudinal axis of the first section with the longitudinal axis of the second section when the elongate hollow body is in its "at rest" position, that is, when no fluid is flowing through the drill bit. The stop is positioned in a manner which defines a final, preselected degree of axial alignment describing a second angle formed by the relative position of the longitudinal axis of the first section with the longitudinal axis of the second section when the elongate hollow body is in its maximum degree of angular displacement relative to the initial, pre-selected degree of axial alignment.
    • 19. 发明授权
    • Apparatus for drilling underground arcuate paths and installing
production casings, conduits, or flow pipes therein
    • 用于钻探地下弧形路径并在其中安装生产肠衣,导管或流管的装置
    • US4401170A
    • 1983-08-30
    • US303892
    • 1981-09-21
    • Martin D. Cherrington
    • Martin D. Cherrington
    • E21B7/04E21B7/20E21B7/26E21B7/28E21B10/26E21B10/60E21B17/00E21B7/08E21B4/02
    • E21B7/20E21B10/26E21B10/60E21B17/00E21B7/046E21B7/26E21B7/28
    • A directional drill attached to a drill string having periodic concentric collars is advanced in an inverted arcuate path to form a pilot hole underneath an obstacle followed by a larger concentric washover pipe. When the washover pipe reaches the surface on the other side of the obstacle a first reamer is attached to the end of the washover pipe exiting the drilling path, a second reamer of smaller diameter than the first reamer is attached to the other end of the first reamer by means providing for some separation between the two reamers, and a production casing of smaller diameter than the second reamer is attached to the other end of the second reamer with a swivel. The remaining length of the first portion of casing is supported some distance above the ground on rollers located above and beyond the exit point of the pilot hole. The reamers are operated by rotating the washover pipe and simultaneously drawing the washover pipe through the pilot hole. As the reamers are drawn through the pilot hole the first reamer enlarges the hole to a diameter greater than that of the casing. Drilling mud pumped through the washover pipe exits at the reamers to entrain the dislodged earth and the second reamer compacts it to form a bushing around the sides of the enlarged hole to lubricate the passage of the casing. The reaming operation may be performed without the production casing attached to the reamers followed by a second reaming operation with the casing attached in order to complete the installation.
    • 连接到具有周期性同心环的钻柱的定向钻在倒置的弧形路径中前进,以在障碍物下方形成导向孔,随后是较大的同心夹套管。 当阻流管到达障碍物另一侧的表面时,将第一铰刀附接到离开钻孔路径的阻流管的端部,直径小于第一铰刀的第二铰刀附接到第一铰刀的另一端 铰刀通过提供两个铰刀之间的一些分离,并且具有比第二铰刀更小的直径的生产套管以旋转件连接到第二铰刀的另一端。 壳体的第一部分的剩余长度在导向孔的出口点之上和之上的辊上支撑在地面上一定距离。 旋转铰刀通过旋转夹紧管并同时将压出管穿过导孔进行操作。 当铰刀被引导通过导向孔时,第一铰刀将孔扩大到比壳的直径更大的直径。 通过穿孔管泵送的钻井泥浆在钻头上离开以夹带移动的地球,第二铰刀将其压紧以形成围绕扩大孔的侧面的衬套,以润滑套管的通道。 可以在不将生产套管附接到铰刀的情况下执行铰孔操作,随后进行第二铰孔操作,并且连接壳体以完成安装。
    • 20. 发明授权
    • Drilling method and apparatus for large diameter pipe
    • 大直径管道钻孔方法及装置
    • US4221503A
    • 1980-09-09
    • US860935
    • 1977-12-15
    • Martin D. Cherrington
    • Martin D. Cherrington
    • E21B7/06E21B7/20E21B21/06E21B21/08E21B21/12F16L1/02
    • E21B15/04E21B21/06E21B21/08E21B21/12E21B7/06E21B7/20
    • A method and apparatus is disclosed for installing a large diameter pipe--in the range of 30 inches diameter--for spanning an obstacle, such as a river, along an invert arcuate underground path. An inclined drill rig, having a mud supply system and power pod, includes an angularly inclined ramp and driven car for crowding, without rotation, a pipe either pre-bent to a preselected and constant radius of curvature or a straight pipe into the ground. The pipe at its head includes an articulated drill head, which by appropriate articulation, assures placement of the pipe along a radius of curvature equal to the pre-bent radius of curvature of the pipe. The articulated drilling head includes a hydraulic system for articulating and driving the cutting head and pumping mud and tailing from the pipe path. Two discrete mud systems are used. The first mud system is utilized to entrain and carry away cuttings. The second mud system is combined with a flared skirt about the point of drill head articulation to provide a clean and high lubricity annulus of mud about the advancing drill string. The density of the first mud system can be used to vary the drill string mass, while the density of this second mud system can be used to vary the density of the fluid in which the drill string is buoyantly supported.
    • 公开了一种用于安装直径30英寸的大直径管道的方法和装置,用于横跨诸如河流的障碍物沿着反向弧形地下路径。 具有泥浆供应系统和动力舱的倾斜钻机包括角度倾斜的斜坡和驱动的汽车,用于拥挤而不旋转地将预弯曲成预选的和恒定的曲率半径的管道,或将直管插入地面。 在其头部的管道包括铰接式钻头,其通过适当的铰接确保管道沿着曲率半径等于管道的弯曲曲率半径的位置。 铰接式钻头包括用于铰接和驱动切割头的液压系统,并且从管路抽取泥浆和拖尾。 使用两个独立的泥浆系统。 第一个泥浆系统用于夹带和携带切屑。 第二泥浆系统与围绕钻头铰接点的扩口裙部组合,以在前进的钻柱上提供清洁和高润滑性的环状空隙。 可以使用第一泥浆系统的密度来改变钻柱质量,而第二泥浆系统的密度可用于改变钻柱浮力支撑的流体的密度。