-
-
-
公开(公告)号：US08439604B2
公开(公告)日：2013-05-14
申请号：US12655889
申请日：2010-01-08
申请人： Michael J. Coleman
发明人： Michael J. Coleman
IPC分类号： F16L1/028
CPC分类号： F16L3/01 , E21D9/005 , F16L1/06 , F16M11/043
摘要： A method of driving a pipe into the ground includes steps of placing a pipe to be driven into the ground onto a series of at least two spaced skids each having an upwardly opening cradle thereon so that the pipe spans and is supported by the skid cradles, one skid proximate a front end of the pipe and the other skid proximate a rear end of the pipe, each skid including a vertical jack mechanism for raising and lowering the pipe supported by the skid, positioning the pipe in a position for ramming into the ground by operating the vertical jack mechanisms as needed to raise the pipe into the ramming position, and ramming the pipe using an impact ramming tool applied to push the pipe into the ground.
摘要翻译： 将管道驱动到地面中的方法包括以下步骤：将待驱动的管道放置在一系列至少两个间隔开的滑架上，每个滑架在其上具有向上开口的支架，使得管道跨越并由滑动支架支撑， 一个靠近管道前端的滑道和靠近管道后端的另一个滑行板，每个滑板包括用于升高和降低由滑板支撑的管道的垂直千斤顶机构，将管道定位在夯实地面的位置 通过根据需要操作垂直千斤顶机构以将管道升高到夯实位置，并且使用用于将管道推入地面的冲击捣打工具来夯实管道。
-
公开(公告)号：US08393828B1
公开(公告)日：2013-03-12
申请号：US12800667
申请日：2010-05-20
IPC分类号： E21D9/06
摘要： A boring machine includes a steering head which is located behind a cutter head. The steering head has a plurality of steering openings spaced around its periphery. A steering component is mounted adjacent to each steering opening, and each steering component includes a steering paddle that is pivotally mounted with respect to the steering head so as to pivot about a paddle pivot axis. Each steering component also includes a linear actuator and a force multiplier. The linear actuator operates to direct an actuating force along a line that is parallel to the longitudinal axis of the steering head, and it cooperates with the force multiplier and the steering paddle so that upon operation of the linear actuator, a pivot force which is the product of the actuating force and a multiplier factor greater than one causes the steering paddle to pivot about the pivot axis.
摘要翻译： 镗床包括位于刀头后面的转向头。 转向头具有围绕其周边间隔开的多个转向开口。 转向部件安装在每个转向开口附近，并且每个转向部件包括相对于转向头可枢转地安装的转向板，以围绕桨叶枢转轴线枢转。 每个转向组件还包括线性致动器和力乘数。 线性致动器操作以沿着与转向头的纵向轴线平行的线引导致动力，并且其与力乘法器和转向桨配合，使得在线性致动器的操作时，枢转力是 致动力和乘数大于1的乘积导致转向桨绕枢转轴线枢转。
-
85.发明申请SUBTERRANEAN BARRIERS, METHODS, AND APPARATUSES FOR FORMING, INSPSECTING, SELECTIVELY HEATING, AND REPAIRING SAME 失效用于形成，消除，选择性加热和修复的亚型障碍物，方法和装置公开(公告)号：US20070209798A1
公开(公告)日：2007-09-13
申请号：US11565752
申请日：2006-12-01
IPC分类号： E21B36/00
CPC分类号： B09B1/00 , B09C1/002 , B23K5/006 , B23K9/0026 , B23K11/002 , B23K13/01 , B23K15/0046 , B23K26/242 , B23K2101/12 , E02D5/08 , E02D19/185 , E21D9/005
摘要： A subterranean barrier and method for forming same are disclosed, the barrier including a plurality of casing strings wherein at least one casing string of the plurality of casing strings may be affixed to at least another adjacent casing string of the plurality of casing strings through at least one weld, at least one adhesive joint, or both. A method and system for nondestructively inspecting a subterranean barrier is disclosed. For instance, a radiographic signal may be emitted from within a casing string toward an adjacent casing string and the radiographic signal may be detected from within the adjacent casing string. A method of repairing a barrier including removing at least a portion of a casing string and welding a repair element within the casing string is disclosed. A method of selectively heating at least one casing string forming at least a portion of a subterranean barrier is disclosed.
摘要翻译： 公开了一种地下屏障及其形成方法，所述屏障包括多个套管串，其中所述多个套管柱中的至少一个套管柱可至少通过所述多个套管柱中的至少另一相邻套管柱固定 一个焊缝，至少一个粘合接头，或两者。 公开了一种用于非破坏性地检查地下屏障的方法和系统。 例如，放射线照相信号可以从套管串内发射到相邻的套管柱，并且可以从邻近的套管串中检测射线照相信号。 公开了一种修复障碍物的方法，包括移除套管柱的至少一部分并焊接套管柱内的修理元件。 公开了一种选择性加热形成地下屏障的至少一部分的至少一个套管柱的方法。
-
公开(公告)号：US20070006401A1
公开(公告)日：2007-01-11
申请号：US11482224
申请日：2006-07-07
申请人： James Thomson
发明人： James Thomson
IPC分类号： E01D19/12
CPC分类号： E02D29/045 , E21D9/005
摘要： The invention relates to a load bearing construction such as a bridge in which there is provided a deck structure which is supported by and spans at least two support portions. The invention provides for the advancement of the deck structure along said support portions and in advance of said structure excavation can occur to create the space into which the deck structure is to be advanced.
摘要翻译： 本发明涉及一种承载结构，例如桥梁，其中设置有甲板结构，该甲板结构由至少两个支撑部分支撑并且跨越至少两个支撑部分。 本发明提供了沿着所述支撑部分的甲板结构的推进，并且在所述结构之前，可以发生挖掘，以产生甲板结构将前进的空间。
-
87.发明申请Barriers including at least one weld, barriers including at least one adhesive joint, methods and apparatuses for forming, inspecting, selectively heating, and repairing same 失效包括至少一个焊缝的障碍物，包括至少一个粘合剂接头的屏障，用于形成，检查，选择性地加热和修复它们的方法和装置公开(公告)号：US20050063784A1
公开(公告)日：2005-03-24
申请号：US10982506
申请日：2004-11-04
CPC分类号： B09B1/00 , B09C1/002 , B23K5/006 , B23K9/0026 , B23K11/002 , B23K13/01 , B23K15/0046 , B23K26/242 , B23K2101/12 , E02D5/08 , E02D19/185 , E21D9/005
摘要： A subterranean barrier and method for forming same are disclosed, the barrier including a plurality of casing strings wherein at least one casing string of the plurality of casing strings may be affixed to at least another adjacent casing string of the plurality of casing strings through at least one weld, at least one adhesive joint, or both. A method and system for nondestructively inspecting a subterranean barrier is disclosed. For instance, a radiographic signal may be emitted from within a casing string toward an adjacent casing string and the radiographic signal may be detected from within the adjacent casing string. A method of repairing a barrier including removing at least a portion of a casing string and welding a repair element within the casing string is disclosed. A method of selectively heating at least one casing string forming at least a portion of a subterranean barrier is disclosed.
摘要翻译： 公开了一种地下屏障及其形成方法，所述屏障包括多个套管串，其中所述多个套管柱中的至少一个套管柱可至少通过所述多个套管柱中的至少另一相邻套管柱固定 一个焊缝，至少一个粘合接头，或两者。 公开了一种用于非破坏性地检查地下屏障的方法和系统。 例如，放射线照相信号可以从套管串内发射到相邻的套管柱，并且可以从邻近的套管串中检测射线照相信号。 公开了一种修复障碍物的方法，包括移除套管柱的至少一部分并焊接套管柱内的修理元件。 公开了一种选择性加热形成地下屏障的至少一部分的至少一个套管柱的方法。
-
公开(公告)号：US06652190B1
公开(公告)日：2003-11-25
申请号：US10065682
申请日：2002-11-08
申请人： Robert J. Verkyk
发明人： Robert J. Verkyk
IPC分类号： F16L1036
摘要： A method and apparatus for installing a pipe casing underground without a trench for distances up to 400 feet with pipe casing up to 168 inches in diameter. The system uses a modified high energy piling hammer to mobilize the energy to drive the casings or tubings that make up the instant tunnel. An example of a piling hammer used in the present invention is the IHC Hydrohammer line of models in between the S-90 and S-280. Specific models planned to be used in this invention, depending on diameter and length requirements and type of soil in the planned alignment, are the Models S-90, S-150, S-280, S-400 and S-500. The present invention's Hydrohammers are needed to be held against the casing pipe to be driven with a force equal to the reactional force of the hammer during recharging of the hammer's system. A special helmet and cutting head increase operational capabilities.
摘要翻译： 一种用于在没有沟槽的地下安装管壳的距离高达400英尺的管壳的方法和装置，管壳直径达168英寸。 该系统使用经过改良的高能打桩锤来调动能量来驱动构成即时隧道的壳体或管道。 在本发明中使用的打桩锤的例子是IHC Hydrohammer系列的S-90和S-280之间的型号。 计划在本发明中使用的具体型号是S-90，S-150，S-280，S-400和S-500型，具体取决于直径和长度要求以及计划对中的土壤类型。 本发明的水锤需要在锤系统的再充电期间以等于锤的反作用力的力抵靠待驱动的套管被保持。 特殊的头盔和切割头增加了操作能力。
-
公开(公告)号：US5676491A
公开(公告)日：1997-10-14
申请号：US600765
申请日：1996-02-13
申请人： Tomoya Fujimoto , Toshikazu Masuda , Isamu Miyoshi , Akira Adachi
发明人： Tomoya Fujimoto , Toshikazu Masuda , Isamu Miyoshi , Akira Adachi
摘要： A buried pipe laying method of additionally coupling a new pipe with the extreme end of a buried pipe laid underground involves flatly deforming a cylindrical pipe having a pipe length smaller than the inside diameter of the buried pipe, conveying the deformed cylindrical pipe to the extreme end of the buried pipe laid underground through the interior thereof, and then returning the deformed shape of the cylindrical pipe to its original circular shape and coupling it with the extreme end of the buried pipe.
摘要翻译： 另外将新管与埋地埋管的末端连接的埋管敷设方法使管长小于埋管的内径的圆筒管扁平变形，将变形的圆柱管输送到最终端 通过其内部铺设在地下的埋管，然后将圆柱形管的变形形状恢复到原来的圆形，并将其与埋管的最末端连接。
-
公开(公告)号：US5125768A
公开(公告)日：1992-06-30
申请号：US598731
申请日：1990-10-19
申请人： Valto Ilomaki
发明人： Valto Ilomaki
摘要： A method and apparatus for producing an underground pipeline from an excavated hole uses a drill head with a suitable tool attached thereto. Loosened soil is transported out of the drilled tunnel with a transportation drum containing an internal spiral. The drum is supported by a roll devices fixed to outer pipes. Rotating movement is transmitted to the rotating drill head from the transportation drum which is driven by a motor. Cylinders push the whole system and force is transmitted by the outer pipes to the drill head. Guiding of the drill head is accomplished with fluid actuators. Attachment and removal of the drill tool is accomplished through a free hole in the transportation drum and a central hole in the drill head, and the free hole and central hole also allow observation of the drill tool and tunnel face during drilling.
摘要翻译： PCT No.PCT / FI89 / 00067 Sec。 371日期1980年10月19日 102（e）1980年10月19日PCT PCT 1989年4月11日提交PCT公布。 WO89 / 10467 PCT出版物 日本特开1989年11月2日。一种从挖掘孔生产地下管线的方法和装置使用具有附接到其上的合适工具的钻头。 松动的土壤由带有内螺旋的运输鼓运输出钻孔。 滚筒由固定在外管上的卷装置支撑。 旋转运动从由电动机驱动的运输鼓传递到旋转钻头。 气缸推动整个系统，力由外管传递到钻头。 使用流体致动器来实现钻头的引导。 钻具的安装和拆卸通过传送滚筒中的自由孔和钻头中的中心孔来实现，而自由孔和中心孔也允许在钻孔期间观察钻具和隧道面。
-
-
-
-
-
-
-
-
-
搜索结果
109 条记录 (耗时 0.014 秒)
