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1. 发明授权

US06431797B1 Masonry retainer wall system and method 有权
公开(公告)号：US06431797B1
公开(公告)日：2002-08-13
申请号：US09752166
申请日：2000-12-29
申请人： Harold H. Greenberg
发明人： Harold H. Greenberg
IPC分类号： E02D530
摘要： A masonry retaining wall is constructed using a footer placed at or beneath a lower grade level with vertically extending post-tensioning rods extending therefrom. The post-tensioning rods are provided with upset ends and flange members close to a right angle bend to provide appropriate anchoring in the footer and to increase the pull out strength of the rod. A plurality of courses of masonry block are positioned on the footer with the vertically extending post-tensioning rods threaded through voids in the block. Flange members are positioned on the ends of the respective post-tensioning rods and nuts are used on the threaded ends thereof to apply a predetermined tensioning force to each of the post-tensioning rods.

2. 发明授权

US06425713B2 Lateral displacement pier, and apparatus and method of forming the same 有权
标题翻译：横向位移码头及其形成装置及方法
公开(公告)号：US06425713B2
公开(公告)日：2002-07-30
申请号：US09882151
申请日：2001-06-15
申请人： Nathaniel S. Fox , Gale M. Peterson
发明人： Nathaniel S. Fox , Gale M. Peterson
IPC分类号： E02D530
CPC分类号： E02D5/44 , E02D3/08 , E02D5/385 , E02D5/46
摘要： A method and apparatus for installation of a support pier for a structure comprises positioning a hollow tube apparatus in a soil matrix wherein the hollow tube apparatus has a hollow core and is susceptible to lateral and longitudinal movement, removing soil from the hollow core and then filling that core with an aggregate followed by raising and lowering of the hollow tube apparatus by a bottom mechanical device in a manner which compacts the aggregate and also applies lateral forces to the aggregate against the walls of the cavity in the soil matrix, pushing a portion of the aggregate into the soil matrix.
摘要翻译：一种用于安装用于结构的支撑墩的方法和装置包括将中空管装置定位在土壤基质中，其中中空管装置具有中空芯，并且易于横向和纵向移动，从中空芯移除土壤，然后填充该芯具有聚集体，随后通过底部机械装置以压紧骨料的方式升高和降低中空管装置，并且还对骨料抵靠土壤基质中的空腔的壁施加横向力，推动部分聚集成土壤基质。

3. 发明授权

US06799924B1 Segmented concrete piling assembly with steel connecting rods 有权
标题翻译：分段混凝土桩组件，带钢连杆
公开(公告)号：US06799924B1
公开(公告)日：2004-10-05
申请号：US10388923
申请日：2003-03-14
申请人： Robie L. Kight , Mack Chunn
发明人： Robie L. Kight , Mack Chunn
IPC分类号： E02D530
CPC分类号： E02D37/00 , E02D5/52 , E02D35/00
摘要： A segmented piling system and a process of installing the system for supporting a structure on unstable soil. A first or starter pile segment is driven into the soil adjacent the structure. A connecting rod is inserted into the upper end of the starter pile segment. A second or follower pile segment is placed on the upper end of the starter pile segment, over the connecting rod, and driven into the soil, driving the starter pile segment further into the soil. That step is repeated with additional connecting rods and follower pile segments until the pile (i.e., the combination of pile segments and connecting rods) are driven the desired amount into the soil, whereupon the top of the pile is supportingly connected to the structure.
摘要翻译：分段打桩系统和安装系统的过程，用于支撑不稳定土壤上的结构。第一个或起始桩段被驱动到与结构相邻的土壤中。将连杆插入起动机桩段的上端。第二个或随动桩段放置在起动桩段的上端，连接杆上方，并被驱动进入土壤，将起动桩段进一步驱动到土壤中。用附加的连杆和从动桩段重复该步骤，直到桩（即，桩段和连杆的组合）被驱动到土壤中所需的量，于是桩的顶部被支撑地连接到结构上。

4. 发明授权

US06609856B1 Process of installing a precast concrete pile below a structure 失效
标题翻译：在结构下方安装预制混凝土桩的过程
公开(公告)号：US06609856B1
公开(公告)日：2003-08-26
申请号：US09545144
申请日：2000-04-07
申请人： David W. Knight
发明人： David W. Knight
IPC分类号： E02D530
CPC分类号： E02D27/48 , E02D5/523
摘要： A process for installing piles for supporting a structure upon the earth including the steps of driving a first pile segment into the earth a desired distance from the structure, aligning a second pile segment upon the first pile segment such that a conduit in the second pile segment is axially aligned with the conduit of the first pile segment, driving the first and second pile segments into the earth a desired distance from the structure, affixing a strand into the conduits of the first and second pile segments so as to form a starter section, and sliding another pile segment along the strand so as to reside upon the starter section. A plurality of pile segments are positioned along the strand so as to reside in stacked relationship upon the starter section. A cap member is positioned between a portion of the structure at an uppermost pile segment of the plurality of pile segments. An end of the strand is anchored in the cap member.
摘要翻译：一种用于安装用于支撑地球上的结构的桩的方法，包括以下步骤：将第一桩段从结构中驱动一段期望的距离，使第二桩段对准第一桩段，使得第二桩段中的管道与第一桩段的管道轴向对准，将第一和第二桩段从结构驱动到与地球相距一段期望的距离，将绳索固定在第一和第二桩段的管道中，以便形成起动器段，并且沿着绳股滑动另一个桩段以便驻留在起动器部分上。沿着股线定位多个桩段，以便以起始部分的堆叠关系驻留。盖构件位于多个桩段的最上面的桩段之间的结构的一部分之间。股线的一端锚定在帽部件中。

5. 发明授权

US06722820B2 Method for installing grout within a piling 失效
标题翻译：在堆垛内安装灌浆的方法
公开(公告)号：US06722820B2
公开(公告)日：2004-04-20
申请号：US10081951
申请日：2002-02-22
申请人： Frederick S. Marshall
发明人： Frederick S. Marshall
IPC分类号： E02D530
CPC分类号： E02D5/523 , E02D5/50
摘要： A method for securing piling segments together to form a single foundation piling using an alignment securing assembly and vibrations sent through the piling as. Piling segments are driven into the ground on top of each other, forming a piling. A single piling passageway is formed when the piling segments are in alignment. An alignment securing assembly is placed in the passageway. Vibrations are sent through the piling so that grout will not gather in the upper portions of the passageway before the lower portions of the passageway are filled with grout. The grout cures and the piling segments are secured so that the segments will not slip. The alignment securing assembly uses an anchoring device that is lowered and set in the passageway so that tension can be applied by a cable. The tension from the cable and anchoring device causing a compressive effect on the piling.
摘要翻译：一种用于将打桩段固定在一起以形成单个基础桩的方法，使用对准固定组件和通过打桩发送的振动。打桩段彼此之间被驱动到地面上，形成一个堆垛。当打桩段对准时，形成单个打桩通道。对准固定组件放置在通道中。振动通过打桩发送，使得在通道的下部填充有浆料之前，水泥浆不会聚集在通道的上部。水泥浆固化，打桩段被固定，使得段不会滑动。对准固定组件使用一个锚固装置，该锚定装置降低并设置在通道中，使得可以通过电缆施加张力。来自电缆和锚固装置的张力对桩施加压缩效应。

6. 发明授权

US06632048B2 Masonry retainer wall system and method 有权
标题翻译：砖石保持墙系统及方法
公开(公告)号：US06632048B2
公开(公告)日：2003-10-14
申请号：US10005527
申请日：2001-12-03
申请人： Harold H. Greenberg
发明人： Harold H. Greenberg
IPC分类号： E02D530
CPC分类号： E02D29/0283
摘要： A retaining wall, supported by a footer, foundation or conventional retaining wall, includes a plurality of post-tensioning rods anchored in the underlying support and extending through the cells of blocks forming the courses of the retaining wall. An elongated apertured plate or a plurality of individual plates rest upon the next to last course to penetrably receive the threaded ends of each of the rods. Nuts engage the threaded ends of the rods to draw the rods to the plate and place them in tension. The top course rests upon the plate or plates and may be constructed as a bond beam. The rods extending from the support may be located adjacent the said side of the retaining wall and bent away therefrom to penetrate the plate or plates at the lateral midpoint of the plate or plates and thereafter extend essentially vertically upwardly. To add an extended wall supported on the bond beam, couplings may be threadedly engaged with the rod ends. Further rods threadedly engage the couplings and extend upwardly. The courses of the extended wall are penetrably engaged with the further rods. An apertured plate or plates rest upon a course to receive the upper threaded ends of the further rods. Nuts engaging the upper ends of the further rods draw the further rods toward the plate or plates to place the further rods in tension. Additional courses or cap blocks may be placed upon the course supporting the plate or plates in the extended wall.
摘要翻译：保持墙由支脚，基座或常规挡土墙支撑，包括锚固在下面的支撑件中的多个后张紧杆，并且延伸通过形成挡土墙的坡道的块的单元。细长的有孔板或多个单独的板搁置在最后的过程之后，以可穿透地容纳每个杆的螺纹端部。螺母与杆的螺纹端接合以将杆拉到板上并将它们放置在张力中。顶部的过程放在板或板上，并且可以被构造成粘合梁。从支撑件延伸的杆可以位于保持壁的所述侧面附近并且被弯曲从而在板或板的横向中点处穿过板或板，然后基本上垂直向上延伸。为了添加支撑在接合梁上的延伸壁，联接器可以与杆端螺纹接合。另外的杆螺纹地接合联轴器并向上延伸。延伸壁的路线可以与另外的杆穿透。一个有孔的板或板搁在一个路线上以接收另外的杆的上部螺纹端。接合另外的杆的上端的螺母将另外的杆拉向板或板以将另外的杆放置在张力中。额外的课程或帽块可以放置在支撑延伸墙中的板或板的过程上。

7. 发明授权

US06527481B1 Cylindrical steel core caisson 有权
标题翻译：圆柱形钢芯沉箱
公开(公告)号：US06527481B1
公开(公告)日：2003-03-04
申请号：US10051812
申请日：2002-01-18
申请人： Anthony J. Mazzo , Leon Levy
发明人： Anthony J. Mazzo , Leon Levy
IPC分类号： E02D530
CPC分类号： E04C3/32 , E02D5/30 , E04C3/34
摘要： A caisson for use as a support structure in building construction. The caisson has an inner, metallic core and an outer portion surrounding the inner core. Both the inner core and the outer portion are cylindrical. Metallic straps or bands can be disposed peripherally, in spaced apart relation, around the inner core for anchoring it to the outer portion of the caisson. The inner, metallic core is usually steel and the outer portion is concrete or grout. A 22″ diameter caisson manufactured in accordance with this invention is capable of supporting more than 2,400 tons. A hollow, cylindrical, steel shell optionally surrounds the outer periphery of the outer portion of the caisson.
摘要翻译：用作建筑施工支撑结构的沉箱。沉箱具有内部金属芯和围绕内芯的外部部分。内芯和外部都是圆柱形的。金属带或带可以以间隔开的方式围绕内芯设置，以将其锚定到沉箱的外部。内金属芯通常为钢，外部为混凝土或灌浆。根据本发明制造的22“直径沉箱能够支撑超过2,400吨。中空的圆柱形钢壳可选地围绕沉箱外部的外周。

8. 发明授权

US06688815B2 Lateral displacement pier and method of installing the same 有权
标题翻译：侧向位移码头及其安装方法
公开(公告)号：US06688815B2
公开(公告)日：2004-02-10
申请号：US10178676
申请日：2002-06-24
申请人： Nathaniel S. Fox , Gale M. Peterson
发明人： Nathaniel S. Fox , Gale M. Peterson
IPC分类号： E02D530
CPC分类号： E02D5/44 , E02D3/08 , E02D5/385 , E02D5/46
摘要： A method and mechanical apparatus for installation of support pier for structure comprises positioning a hollow tube apparatus in a soil matrix wherein the hollow tube apparatus has a hollow core and is susceptible to lateral and longitudinal movement, removing soil from the hollow core and then filling that core with an aggregate followed by raising and lowering of the hollow tube apparatus by way of a bottom mechanical device in a manner which compacts the aggregate and also applies lateral forces to the aggregate against the walls of the cavity in the soil matrix, pushing a portion of the aggregate into the soil matrix.
摘要翻译：用于安装用于结构的支撑墩的方法和机械装置包括将中空管装置定位在土壤基质中，其中中空管装置具有中空的芯并且易于横向和纵向移动，从中空芯移除土壤，然后填充具有聚集体，随后通过底部机械装置以缩小骨料的方式升高和降低中空管装置，并且还将骨料的侧向力抵抗土壤基质中的腔的壁施加横向力，推动部分的聚集体进入土壤基质。

9. 发明授权

US06543967B1 Staggered rebar for concrete pilings 有权
标题翻译：混凝土桩的交错钢筋
公开(公告)号：US06543967B1
公开(公告)日：2003-04-08
申请号：US10081633
申请日：2002-02-22
申请人： Frederick S. Marshall
发明人： Frederick S. Marshall
IPC分类号： E02D530
CPC分类号： E02D5/52
摘要： Pilings are installed for leveling a foundation. A first segment is driven into the ground. Then two support rods of varying length are positioned and grouted into a passage running through the segment. The first support rod is one-half of the height of the piling segment, while the second is one and one-half times the height of the piling segment. An additional piling segment is driven on top of the first segment. Support rods which are twice the height of a single segment are positioned and grouted into the passage. This process is repeated until the assembly is the required depth.
摘要翻译：安装用于平整基础的桩。第一段被驱动到地面。然后将不同长度的两个支撑杆定位并灌浆到穿过该段的通道中。第一支撑杆是打桩段高度的一半，而第二个是打桩段高度的一半。在第一段的顶部驱动另外的打桩段。位于单个区段高度两倍的支撑杆被定位并灌注到通道中。重复该过程直到组装为所需的深度。

10. 发明授权

US06382879B1 Pile and method thereof 失效
标题翻译：桩及其方法
公开(公告)号：US06382879B1
公开(公告)日：2002-05-07
申请号：US09503130
申请日：2000-02-11
申请人： Roger A. Bullivant
发明人： Roger A. Bullivant
IPC分类号： E02D530
CPC分类号： E02D5/10 , E02D5/30 , E02D17/04 , E02D2200/1635
摘要： A pile for driving into the ground to provide support for a structure is elongate and is substantially rectangular in cross-section when viewed along its length. The ratio of the side lengths in cross-section may be 2:1 or greater, or may be 3:1 or greater. The pile is preferably formed of concrete and is preferably formed by extrusion. The pile preferably comprises at least one cavity running lengthwise along and within the pile, and preferably comprises at least one reinforcing bar running lengthwise along and within the pile. The arrangement of the cavities and/or reinforcing bars is preferably symmetrical about the central axis of the pile.
摘要翻译：用于驱动到地面以提供对结构的支撑的桩是细长的，并且当沿着其长度观察时，其横截面基本上是矩形的。横截面中的侧面长度的比可以是2:1或更大，或者可以是3:1或更大。该桩优选地由混凝土形成，并且优选地通过挤压形成。该桩优选地包括至少一个在桩中沿着纵向方向延伸的空腔，并且优选地包括至少一个在堆中纵向延伸的钢筋。空腔和/或钢筋的布置优选地关于桩的中心轴对称。

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