公开(公告)号：US11746492B2

公开(公告)日：2023-09-05

申请号：US17392141

申请日：2021-08-02

申请人： Richard J. Gagliano

发明人： Richard J. Gagliano

IPC分类号： E02D5/80 ,  E02D27/12 ,  E02D27/50 ,  E02D5/22

CPC分类号： E02D27/50 ,  E02D5/22 ,  E02D5/80 ,  E02D27/12 ,  E02D2300/0026

摘要： Foundation integral construction components and support systems where multiple pile foundation components are incorporated into a structure system that is connected to, or otherwise part of the foundation, can further reduce the need for excavation and thus preserve existing contours and drainage properties of the land. These multiple pile foundation systems, are applicable to a wide variety of site and soil conditions and a wide variety of surface structures or buildings. The multiple pile foundation system can reduce the need for site excavation, drainage control, and soil backfill by transferring load from a portion of a structure to the ground.

公开(公告)号：US20170334530A1

公开(公告)日：2017-11-23

申请号：US15596874

申请日：2017-05-16

申请人： CMI LIMITED CO.

发明人： Steve HARGRAVE ,  Charles BROWN ,  Allen Jason NAIL

IPC分类号： B63C1/02 ,  E02D5/22

CPC分类号： B63C1/02 ,  E02D5/22 ,  E02D35/005

摘要： A marine structure including a floating deck attached to a damper configured to control the vertical movement of the deck. The damper allows vertical motion of the floating deck in response to gradual changes in water level such as tidal changes, but resists bouncing of the deck in response to shorter term fluctuations in water level such as boat wakes or wind chop.

公开(公告)号：US20150050090A1

公开(公告)日：2015-02-19

申请号：US14372034

申请日：2013-01-21

申请人： Sture Kahlman

发明人： Sture Kahlman

IPC分类号： E02D5/56 ,  E02D5/54 ,  E02D5/22

CPC分类号： E02D5/56 ,  E02D5/22 ,  E02D5/223 ,  E02D5/54

摘要： A device for a pile anchorable in the bottom of a lake or sea and/or in the ground and of the screw- and/or push-type. The device includes a force-transmitting part arranged at an upper portion of a front tubular part of the pile. The force-transmitting part includes either a disk-shaped part with a substantially vertically extending flange directed toward the front tubular part, or a threaded portion along the pile that includes at least approximately one turn around and a cylinder-shaped part extending in a longitudinal direction of the threaded portion and completely around the threaded portion. The front tubular part includes apertures for debouching water and air from the upper portion. The force-transmitting part enables transmitting downwardly directed axial forces and laterally directed horizontal forces to the bottom or ground.

摘要翻译： 用于可锚定在湖或海和/或地下以及螺旋和/或推型中的桩的装置。 该装置包括布置在桩的前管状部分的上部的力传递部分。 力传递部分包括具有指向前管状部分的基本垂直延伸的凸缘的圆盘形部分或沿着包括至少大约一匝的绒头的螺纹部分和沿纵向延伸的圆柱形部分 螺纹部分的方向并且完全绕着螺纹部分。 前管状部分包括用于从上部去除水和空气的孔。 力传递部分能够将向下的轴向力和横向方向的水平力传递到底部或地面。

公开(公告)号：US08944724B2

公开(公告)日：2015-02-03

申请号：US13632981

申请日：2012-10-01

申请人： Oceaneering International, Inc.

发明人： Andrew Gregory Restivo ,  Nikunj Patel ,  Kinton Lowell Lawler ,  Donald C. Nelson ,  Jason Ray Pollick

IPC分类号： E02D5/22

CPC分类号： F16L3/18 ,  E02D5/22

摘要： A system and method for securely cradling a subsea pipeline is claimed that lands on one side of the pipeline, is embedded into the sea floor, reaches under the pipeline, positions the cradling structure, and then lifts the pipeline. The system typically comprises a gravity driven pile based device, comprising a pile tower, a roller carriage assembly, and a jacking assembly that engages the roller carriage assembly and pile tower rails.

摘要翻译： 声称一种用于安全吊装海底管道的系统和方法是，将管道一侧的土地嵌入海底，到达管道下方，定位起吊结构，然后提升管道。 该系统通常包括基于重力驱动的桩的装置，其包括桩塔，滚子支架组件和接合滚子支架组件和桩塔轨道的顶起组件。

公开(公告)号：US20100092247A1

公开(公告)日：2010-04-15

申请号：US12637863

申请日：2009-12-15

申请人： Kurt Hecht ,  Richard Hecht

发明人： Kurt Hecht ,  Richard Hecht

IPC分类号： E02D11/00 ,  G06F15/00 ,  E02D5/22

CPC分类号： E02D5/34 ,  E02D5/22 ,  E02D13/06 ,  E02D33/00 ,  G01N33/383 ,  G01N35/00871 ,  G01N2001/021 ,  G01N2035/00881 ,  G01N2203/0664

摘要： A system for tracking and monitoring data related to the manufacture, installation and/or life cycle of concrete structures, such as pilings, as well as related system components and methods for tracking, storing and accessing such data is provided. The system utilizes one or more embeddable antenna assemblies as well as sensor packages that are installed in the concrete structure form before casting. The antenna(s) provide wireless communication of the data from the structure. On board memory is also provided to store structure related data with the structure. A system for tracking a pile during driving is also provided.

摘要翻译： 提供了一种用于跟踪和监测与混凝土结构的制造，安装和/或生命周期相关的数据的系统，例如桩，以及用于跟踪，存储和访问这些数据的相关系统部件和方法。 该系统利用一个或多个嵌入式天线组件以及在铸造之前以混凝土结构形式安装的传感器封装。 天线提供来自结构的数据的无线通信。 还提供了板载存储器来存储与结构相关的结构相关数据。 还提供了用于在驾驶期间跟踪桩的系统。

公开(公告)号：US5531544A

公开(公告)日：1996-07-02

申请号：US323502

申请日：1994-10-14

申请人： Frederick E. Willcox, II

发明人： Frederick E. Willcox, II

IPC分类号： E02D5/22 ,  E02D27/48

CPC分类号： E02D27/48 ,  E02D5/22

摘要： A pile cap of homogeneous material is disclosed that includes a top member part having a relatively large top area and a base member part having a correspondingly smaller bottom area. The sides of at least the bottom member part are thereby tapered. The bottom area preferably includes a recess for accommodating the top of a cylindrical pile. The shape distributes even an unbalanced load having an off-center moment of force to the top of the pile without creating potentially damaging shear stresses along the sides of the pile cap.

摘要翻译： 公开了一种均质材料的绒头帽，其包括具有相对较大的顶部区域的顶部构件部件和具有相应较小的底部区域的基部构件部件。 至少底部构件部分的侧面由此变细。 底部区域优选地包括用于容纳圆柱形桩的顶部的凹部。 该形状甚至将具有偏心力矩的不平衡载荷分布到桩的顶部，而不产生沿着桩帽侧面的潜在的有害剪切应力。

公开(公告)号：US4019331A

公开(公告)日：1977-04-26

申请号：US665394

申请日：1976-03-10

申请人： Josef Rom ,  Israel Alterman ,  Joseph Schwartz

发明人： Josef Rom ,  Israel Alterman ,  Joseph Schwartz

IPC分类号： E02D3/11 ,  E02D5/22 ,  E02D7/00

CPC分类号： E02D3/11 ,  E02D5/22

摘要： The method of converting clayey or silty soil into stable and solid underground columns or piles suitable for carrying a building structure, comprises first the drilling of bores of a diameter considerably smaller than the external diameter of the column or pile to be created, to a predetermined depth, and secondly directing a focused laser beam gradually across the entire surface of each bore by mechanical and optical means, in such a manner that each point of the bore surface is irradiated and heated at an intensity sufficient for converting the soil surrounding the bore into a solid permanent mass of a predetermined thickness measured from the bore surface, which mass retains its strength and is resistant to moisture and temperature.

摘要翻译： 将粘土或粉质土壤转化为适合承载建筑结构的稳定且牢固的地下柱或桩的方法，首先将直径大大小于待生产的塔或桩的外径的钻孔钻孔至预定 深度，其次通过机械和光学手段逐渐地将聚焦的激光束引导到每个孔的整个表面上，使得孔表面的每个点被照射和加热，其强度足以将围绕孔的土壤转化成 从孔表面测量的具有预定厚度的固体永久性质量，该质量保持其强度并且耐湿度和温度。

公开(公告)号：US3835652A

公开(公告)日：1974-09-17

申请号：US28976572

申请日：1972-09-18

申请人： HIGNITE W

发明人： HIGNITE W

IPC分类号： B09B1/00 ,  E02D5/22 ,  B65G65/28 ,  E02D15/00

CPC分类号： E02D5/22 ,  B09B1/008

摘要： Rubbish is disposed of by drilling a plurality of large vertical holes in a large area of land having relatively firm soil. Small charges of loose rubbish are dumped into each hole. After each charge is dumped, the rubbish is compacted, as by hammering and/or downward compression. The area may then be covered with soil. To provide stability, the holes are drilled to a point above the water table, and adjacent holes are spaced and separated by a substantial mass of soil.

摘要翻译： 通过在具有相对坚固的土壤的大面积的土地上钻多个大的垂直孔来处理垃圾。 小垃圾的垃圾被倾倒入每个洞。 在每次充电被倾倒之后，​​通过锤击和/或向下压缩来将垃圾压实。 然后可以用土壤覆盖该区域。 为了提供稳定性，孔被钻到水台上方的一个点上，并且相邻的孔被大量土壤间隔开并分离。

公开(公告)号：US20190112775A1

公开(公告)日：2019-04-18

申请号：US16172717

申请日：2018-10-26

申请人： Massachusetts Institute of Technology

发明人： Robert W. Haupt ,  Mordechai Rothschild ,  Vladimir Liberman ,  Charles G. Doll, JR. ,  Shaun R. Berry

IPC分类号： E02D5/22 ,  E04H9/02 ,  E02B17/00

CPC分类号： E02D5/22 ,  E02B17/0017 ,  E04H9/021 ,  E04H2009/026

摘要： An elastic wave damping structure can include a structural arrangement of at least two elements, each with an inner volume and containing a medium resistant to passage of an elastic wave. Example elements can be earth boreholes or water pylons. The structural arrangement can taper from an upper aperture to a lower aperture, the structural arrangement defining a protection zone at the upper aperture. The structural arrangement can be configured to attenuate power from the anticipated elastic wave within the protection zone relative to power from the anticipated elastic wave external to the protection zone. A grouping may include elements that form acute or obtuse angles with a direction of an elastic wave to attenuate wave power. High-value buildings or other structure in a protection zone on land or in water can be substantially shielded from seismic or water waves.

公开(公告)号：US20180237223A1

公开(公告)日：2018-08-23

申请号：US15438125

申请日：2017-02-21

申请人： David R. Hall ,  Seth Myer

发明人： David R. Hall ,  Seth Myer

IPC分类号： B65G5/00 ,  E02D5/22 ,  B65D88/76 ,  B65D88/54 ,  B65D88/02 ,  B65D88/74 ,  B65D90/48 ,  B65D90/12 ,  B65D90/10

CPC分类号： B65G5/00 ,  B65D88/022 ,  B65D88/744 ,  B65D88/76 ,  E02D5/22 ,  E02D7/02 ,  E02D2200/1685 ,  Y02A20/106

摘要： A pile underground fluid storage assembly is disclosed which allows the labor of installing two systems to be shared, therefore reducing installation costs. The assembly includes a foundation pile for structural support of the building structure along with storage tanks for storage of fluids at various temperatures as required for building operations, with the tanks being located within the interior space of the pile. The assembly further reduces maintenance and repair costs by making the underground tanks accessible. It also prevents underground storage tank floating issues when groundwater levels exceed storage tank fluid levels.