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1. 发明授权

US10851512B2 Foundation pile, a grouting method for the said pile and a manufacturing method therefor 有权
公开(公告)号：US10851512B2
公开(公告)日：2020-12-01
申请号：US15544801
申请日：2016-01-22
申请人： FERROVIAL AGROMAN, S.A. , GRUPO RODIO KRONSA, S.L.
发明人： Pablo Ruiz Teran , Jose Luis Arcos Alvarez , Rafael Gil Lablanca , Carlos Cano Barreiro
IPC分类号： E02D5/30 , E02D5/52 , E02D7/00 , E02D5/24 , E02D5/62
摘要： A foundation pile comprising a longitudinal through hole (1) and a plurality of crosswise through holes (2) transverse to longitudinal through hole (1) extending between longitudinal through hole (1) and the outer surface of the pile and optionally further comprising check valves positioned in the crosswise through holes (2), configured such that the crosswise through holes (2) and the check valves allow one-way communication from the inside of the pile to the outside of the pile from longitudinal through hole (1) to the outer side surfaces of the pile.

2. 发明授权

US10655294B2 Apparatuses for constructing displacement aggregate piers 有权
公开(公告)号：US10655294B2
公开(公告)日：2020-05-19
申请号：US14916731
申请日：2014-09-05
申请人： Geopier Foundation Company, Inc.
发明人： John Verdin , Kord J. Wissmann
IPC分类号： E02D3/08 , E02D5/62 , E02D5/74 , E02D7/24 , E02D5/34 , E02D27/12
摘要： Apparatuses for constructing displacement aggregate piers are disclosed. In one example, a mandrel is provided comprising a tamper head that has cutting teeth on the leading edge thereof. In another example, hydrojet nozzles are provided within one or more of the cutting teeth of the tamper head. In yet another example, the mandrel comprises grout tubes (or grout injection lines) and/or grout inspection lines. In yet another example, the mandrel and/or tamper head can comprise cutting teeth, hydrojet nozzles, grout tubes (or grout injection lines), grout inspection lines, and any combinations thereof.

3. 发明申请

US20160208452A1 APPARATUSES FOR CONSTRUCTING DISPLACEMENT AGGREGATE PIERS 审中-公开
标题翻译：用于构造位移聚集物的装置
公开(公告)号：US20160208452A1
公开(公告)日：2016-07-21
申请号：US14916731
申请日：2014-09-05
申请人： GEOPIER FOUNDATION COMPANY, INC.
发明人： John VERDIN , Kord J. WISSMANN
IPC分类号： E02D5/62 , E02D7/24 , E02D27/12 , E02D5/34
CPC分类号： E02D5/62 , E02D3/08 , E02D5/34 , E02D7/24 , E02D27/12
摘要： Apparatuses for constructing displacement aggregate piers are disclosed. In one example, a mandrel is provided comprising a tamper head that has cutting teeth on the leading edge thereof. In another example, hydrojet nozzles are provided within one or more of the cutting teeth of the tamper head. In yet another example, the mandrel comprises grout tubes (or grout injection lines) and/or grout inspection lines. In yet another example, the mandrel and/or tamper head can comprise cutting teeth, hydrojet nozzles, grout tubes (or grout injection lines), grout inspection lines, and any combinations thereof.
摘要翻译：公开了用于构造位移骨架墩的装置。在一个示例中，提供了包括在其前缘上具有切割齿的捣固头的心轴。在另一示例中，在喷墨头的切割齿的一个或多个中设置了加氢喷嘴。在又一示例中，心轴包括灌浆管（或灌浆注射管线）和/或灌浆检查管线。在另一个示例中，心轴和/或捣固头可以包括切割齿，加氢喷嘴，灌浆管（或灌浆注射线），灌浆检查线及其任何组合。

4. 发明申请

US20070231079A1 Telescoping piling apparatus and method 失效
标题翻译：伸缩打桩设备及方法
公开(公告)号：US20070231079A1
公开(公告)日：2007-10-04
申请号：US11391508
申请日：2006-03-28
申请人： Robin Gambill
发明人： Robin Gambill
IPC分类号： E02D5/62
CPC分类号： E02D5/62
摘要： Embodiments include a piling apparatus for providing support for one or more structures on, in, under, or into a body of water, a floor of the body of water, or a floor bed, comprising at least three concentric and generally coaxial bodies comprising an outer body having a first longitudinal bore therethrough, a middle body having a second longitudinal bore therethrough, the middle body operatively connected to the one or more structures, and an inner body having a third longitudinal bore therethrough, wherein the middle body is disposed between the inner and outer bodies, wherein the inner and outer bodies are operatively connected to one another and the middle body is moveable longitudinally and generally coaxially relative to the inner and outer bodies to stabilize the one or more structures. Embodiments include a method for supporting one or more structures using a piling apparatus. Embodiments include a method of installing piling at a location, comprising providing piling comprising one or more generally concentric tubes; forcing a pressurized fluid into at least one of the tubes; lowering the piling; forming a hole at the location using the pressurized fluid exiting from the piling; and installing the piling at the location.
摘要翻译：实施例包括一个打桩设备，用于为水体，水体或地板床的一个或多个水平面上的一个或多个结构提供对一个或多个结构的支撑，所述结构包括至少三个同心和大体上同轴的主体，外体具有穿过其中的第一纵向孔，中间本体具有穿过其中的第二纵向孔，所述中间体可操作地连接到所述一个或多个结构，以及具有穿过其中的第三纵向孔的内部主体，其中所述中间主体设置在内部和外部主体，其中内部主体和外部主体彼此可操作地连接，并且中间主体可相对于内部主体和外部主体纵向地和大致同轴地移动以稳定该一个或多个结构。实施例包括使用打桩装置支撑一个或多个结构的方法。实施例包括在位置安装打桩的方法，包括提供包括一个或多个大致同心的管的打桩; 迫使加压流体进入至少一个管中; 降低打桩使用从堆放出的加压流体在该位置处形成孔; 并在该地点安装堆垛。

5. 发明授权

US5340237A Guide-post interchangeability mechanism operated by remotely controlled vehicle 失效
标题翻译：由遥控车辆操纵的导柱互换机构
公开(公告)号：US5340237A
公开(公告)日：1994-08-23
申请号：US971240
申请日：1992-11-04
申请人： Ney Robinson S. d. Reis , Fabio K. P. Conti
发明人： Ney Robinson S. d. Reis , Fabio K. P. Conti
IPC分类号： E21B41/10 , F16B21/16 , F16L37/14 , E02D5/62 , B63C11/10
CPC分类号： E21B41/10 , F16B21/16 , F16L37/146
摘要： This invention concerns a mechanism for the interchanging of guide-posts worked by remotely controlled vehicle which consists of guide-cones (6) provided in the side of base beam (2) that supports socket (4) of guide-post, which guide-cones are placed axially and enter all around the socket (4) of guide-post, to create an operating channel inside the socket (4) while guide-post (8) is provided with a channel all around its bottom (1) to house a locking-pin (12). Guide-post (8) is placed inside its respective socket (4) so that the operating channel created by the guide cones (6) inside socket (4) matches channel all round the bottom (10) of socket, exactly, so that locking of guide-post (8) takes place by means of turning the locking-pin (12) housed in channel all around (10) the guide-post (8) by means of a remotely operated vehicle or suitable tool.
摘要翻译：本发明涉及一种用于互换由遥控车辆加工的导柱的机构，其由设置在支撑导柱的插座（4）的基梁（2）侧的导向锥（6）组成，圆锥体轴向放置并且进入导向柱的插座（4）周围，以在插座（4）内部形成操作通道，同时导向柱（8）在其底部（1）周围设置有通道以容纳锁定销（12）。引导柱（8）放置在其相应的插座（4）内，使得由插座（4）内的导向锥（6）产生的操作通道完全匹配插座底部（10）的通道，使得锁定导向柱（8）通过借助远程操作的车辆或合适的工具转动围绕（10）引导柱（8）的通道中的锁定销（12）来进行。

6. 发明授权

US4836716A Method and apparatus for piled foundation improvement through freezing using surface mounted refrigeration units 失效
标题翻译：使用表面安装的制冷机组通过冷冻进行堆砌地基改良的方法和装置
公开(公告)号：US4836716A
公开(公告)日：1989-06-06
申请号：US833292
申请日：1986-02-25
申请人： August V. Spalding , Mahmoud H. Sabet , Ronald O. Hamburger , Martin H. Luk
发明人： August V. Spalding , Mahmoud H. Sabet , Ronald O. Hamburger , Martin H. Luk
IPC分类号： E02D3/115 , E02D5/62
CPC分类号： E02D5/62 , E02D3/115
摘要： A method and apparatus for increasing the load bearing capacity of tubular piles by freezing an area of soil surrounding the piles. A refrigeration unit is located on the surface of an offshore structure and circulates cold brine to an isolated section of the pile. The brine freezes the soil surrounding the pile. Freezing the soil increases the surface friction beween the pile and the soil, providing increased load bearing capacity.
摘要翻译：一种用于通过冻结桩周围的土壤区域来增加管状桩的承载能力的方法和装置。制冷单元位于海上结构的表面，并将冷盐水循环到桩的隔离部分。盐水冻结桩周围的土壤。冻结土壤会增加桩和土壤之间的表面摩擦，提高承载能力。

7. 发明授权

US4732510A Process for driving and cementing in ground anchors, apparatus and anchor bars for said process 失效
标题翻译：用于所述工艺的地锚，装置和锚杆中的驱动和固井的方法
公开(公告)号：US4732510A
公开(公告)日：1988-03-22
申请号：US31171
申请日：1987-03-26
申请人： Claude C. Louis
发明人： Claude C. Louis
IPC分类号： E02D3/12 , E02D5/62 , E02D5/76 , E02D5/80 , E02D7/26 , E21C37/12 , E21D20/02
CPC分类号： E21D20/021 , E02D5/62 , E02D5/76 , E02D7/26
摘要： Process using a ground anchor (1) with a longitudinal hole (7), on which is fitted an interface device (12) comprising a cylinder containing a chamber connected to the said hole (7); a grout is pumped under pressure to the tip (6) of the hole in the ground; the cylinder is struck mechanically, and transmits the mechanical shock wave to the ground anchor. The grout injected is a liquid mix (L); the grout is injected by means of a pump (21) at a pressure greater than 20 MPa; the grouting pressure is sufficient to fragment the ground by means of the injected grout, and the cylinder is struck by a percussion/vibration hammer (2) at a frequency greater than 10 Hz.
摘要翻译：使用具有纵向孔（7）的接地锚（1）的工艺，其上安装有包括连接到所述孔（7）的室的圆柱体的界面装置（12）; 在压力下将浆料泵送到地面上的孔的尖端（6）; 气缸被机械地撞击，并将机械冲击波传递到地面锚。注入的水泥浆是液体混合物（L）; 通过泵（21）在大于20MPa的压力下注入浆料; 灌浆压力足以通过注入的浆料将地面碎裂，并且气缸以大于10Hz的频率被冲击锤/振动锤（2）撞击。

8. 发明授权

US4601613A Method for making a concrete or similar pillar on site, and resulting pillar 失效
标题翻译：在现场制作混凝土或类似支柱的方法，以及所产生的支柱
公开(公告)号：US4601613A
公开(公告)日：1986-07-22
申请号：US602078
申请日：1984-04-19
申请人： Chitis Wolf
发明人： Chitis Wolf
IPC分类号： E02D3/12 , E02D5/46 , E02D5/62
CPC分类号： E02D5/46 , E02D3/12 , E02D5/62
摘要： The present invention relates to the manufacture of a concrete pillar, cast on site, in difficult grounds, not allowing the use of traditional equipment.A rotating column equipped with nozzles at its lower end and having a reduced diameter as compared with the pillar to be built, sends, as it penetrates the ground, a powerful pressurized fluid jet; in this way a wide cavity is formed, which is filled during the same excavation with selected aggregates; finally a binding mixture is injected as the excavating tool is extracted.
摘要翻译：本发明涉及在现场铸造的混凝土柱的制造，在困难的地方，不允许使用传统的设备。在其下端具有喷嘴并且与待建造的柱相比具有减小的直径的旋转柱在其穿透地面时发送强大的加压流体射流; 以这种方式形成宽的腔体，在相同的挖掘期间用选定的骨料填充; 最后，当挖掘工具被提取时，注射装订混合物。

9. 发明授权

US4018056A Apparatus for forming cast-in-place caseless concrete piles and the like 失效
标题翻译：用于形成现浇无锡混凝土桩等的装置
公开(公告)号：US4018056A
公开(公告)日：1977-04-19
申请号：US597089
申请日：1975-07-18
申请人： Luis Poma
发明人： Luis Poma
IPC分类号： E02D5/36 , E02D5/62 , E02D5/72 , E02D15/04
CPC分类号： E02D5/36 , E02D15/04 , E02D5/62 , E02D5/72
摘要： Apparatus for forming cast-in-place caseless concrete piles wherein an elongated mandrel having a driving tip or foot releasably coupled on its lower end to be driven into the ground and form a pile-forming hole. The mandrel passes through the lower discharge opening of a fill hopper at ground level containing a supply of flowable concrete which flows by gravity into the pile-forming hole as it is being formed. The fill hopper has a self-sealing rigid cylindrical skirt extending downwardly from the discharge opening, and the driving tip or foot has an enlarged circular portion of slightly larger diameter than the skirt and axially alined vertically below the skirt to form the pile hole of such size and shape that the skirt advances into the pile hole during initial soil penetration of the tip to seal against loss of concrete along the ground. The fill hopper is compartmentalized to provide a plurality of substantially like capacity subdivision compartments each adapted to receive a quantity of the flowable fill material, and discharge control means are provided for each of the compartments for permitting discharge of fill material into the pile-forming hole being formed by the mandrel and tip.
摘要翻译：用于形成现浇无形混凝土桩的装置，其中细长的心轴具有可释放地联接在其下端上的驱动尖端或脚，以被驱动进入地面并形成桩形成孔。芯棒通过地层的填充料斗的下部排出口，其中包含一个可流动的混凝土供应源，当它们被形成时，重力流入桩形成孔。填充料斗具有从排出口向下延伸的自密封刚性圆柱形裙部，并且驱动尖端或脚具有比裙部稍大的直径的增大的圆形部分，并且在裙部下方轴向地排列以形成这样的桩孔尺寸和形状，裙部在初始土壤穿透尖端期间进入桩孔，以密封沿着地面的混凝土损失。填充料斗被分隔以提供多个基本上相似的容积细分隔室，每个分隔室适于容纳一定量的可流动填充材料，并且为每个隔室提供排放控制装置，用于允许填充材料排出到成型孔由心轴和尖端形成。

10. 发明授权

US4009582A Method for forming deep cast-in-place caseless concrete piles 失效
标题翻译：用于形成深施工无固定混凝土桩的方法
公开(公告)号：US4009582A
公开(公告)日：1977-03-01
申请号：US627012
申请日：1975-10-29
申请人： William R. LeCorgne
发明人： William R. LeCorgne
IPC分类号： E02D5/38 , E02D5/48 , E02D5/52 , E02D5/62 , E02D5/34
CPC分类号： E02D5/385 , E02D5/48 , E02D5/523 , E02D5/62
摘要： A method for forming a deep cast-in-place concrete pile in the earth extending to an excessive depth by driving a hollow metallic pipe member having a height to span a substantial fraction of the design depth of the completed pile into the ground for almost its full depth, coupling a connector and hollow tubular driving mandrel to the top of the pipe section, driving the mandrel to advance the pipe section to the design depth while concurrently gravity feeding flowable concrete into the mandrel and pipe member extending therebelow, and withdrawing the mandrel leaving a monolithic concrete pile column encased by the pipe member over its lower portion.
摘要翻译：通过驱动中空的金属管构件在地球上形成深的现浇混凝土桩的方法，该中空的金属管构件的高度将完成的桩的设计深度的大部分的一部分覆盖到地面中几乎为将连接器和中空管状驱动心轴联接到管部分的顶部，驱动心轴将管段推进到设计深度，同时将可流动的混凝土重力输送到在其下延伸的心轴和管构件中，并且抽出心轴留下一个整体式混凝土桩柱，其中管道构件被其下部所包围。

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