公开(公告)号：US4102141A

公开(公告)日：1978-07-25

申请号：US741133

申请日：1976-11-11

Applicant: Richard L. Ingalls

Inventor： Richard L. Ingalls

IPC: E02D5/48 ,  E02D5/26

CPC classification number: E02D5/48

Abstract: A composite pile structure is formed from a lower wooden section and a tubular metal section connected to the wooden member and filled with concrete. The wooden section is first started into the ground a desired distance, and the metal section is then supported on the upper end of the wooden member. A mandrel member is located in driving engagement with the upper end of the metal section and the lower end of the mandrel is supported in spaced relation to the wooden member. Initial hammer energy of limited intensity is applied to drive the metal section into the wooden member until the bottom of the mandrel comes into contact with the top of the wooden member. Thereafter, hammer energy of greater intensity is applied to the connected sections and concentrated against the surface area of the wooden member enclosed by the imbedded metal section. The pile driving operation is rapidly carried on, and splitting of the wooden member is avoided by applying the hammer energy in the manner described.

Abstract translation: 复合桩结构由下部木制部分和连接到木制构件并充满混凝土的管状金属部分形成。 首先将木制部分开始进入地面所需的距离，然后将金属部分支撑在木制构件的上端。 心轴构件定位成与金属部分的上端驱动接合，并且心轴的下端以与木构件隔开的关系支撑。 施加有限强度的初始锤能量以将金属部分驱动到木构件中，直到心轴的底部与木构件的顶部接触。 此后，将较大强度的锤击能量施加到连接的部分上并集中在由嵌入的金属部分包围的木制构件的表面区域上。 快速进行打桩操作，通过以所述的方式施加锤击能量来避免木制构件的分离。

公开(公告)号：US3876372A

公开(公告)日：1975-04-08

申请号：US39287173

申请日：1973-08-30

Applicant: UCHELEN HENDRIKUS VAN ,  UCHELEN OENE VAN

Inventor： VAN UCHELEN HENDRIKUS ,  VAN UCHELEN OENE

IPC: E02D5/26 ,  B27K3/02 ,  B27K5/00 ,  C12N1/00 ,  E02D5/22 ,  E02D31/06 ,  E04B1/72 ,  A61L13/00 ,  E02D5/60

CPC classification number: E02D31/06 ,  E02D5/226

Abstract: Parts present in the soil above the groundwater table are protected from attack by micro-organisms, termites and other oxygen-consuming organisms by injecting a hydrocarbon compound around the threatened parts into the soil, which compound is oxidized by micro-organisms present in the soil.

公开(公告)号：US08966837B2

公开(公告)日：2015-03-03

申请号：US13850125

申请日：2013-03-25

Applicant: N. Eric Knudsen

Inventor： N. Eric Knudsen

IPC: E02D5/74 ,  E04C3/00 ,  E01F9/017 ,  E02D5/22 ,  E02D5/26 ,  E04H12/22 ,  E01F9/011 ,  E02D27/42 ,  G09F7/18

CPC classification number: E04C3/00 ,  B28B7/306 ,  E01F9/623 ,  E01F9/629 ,  E02D5/226 ,  E02D5/26 ,  E02D27/42 ,  E04H12/22 ,  E04H12/2269 ,  G09F2007/1804

Abstract: A post sleeve provides a substantially permanent base for supporting a post for a fence or sign, and from which one post can be removed and replaced with another post. The sleeve includes a concrete body that is poured on site, using a sleeve core prepositioned in the post hole, and around which wet concrete is poured. After the concrete is cured, the core is removed, leaving a post sleeve cavity configured to receive a post. The core can be rigid, or can include a flexible shell and stiffener. A preformed post sleeve top can be attached to the sleeve core and positioned therewith in the post hole, to become a permanent part of the post sleeve, once the concrete cures. A drain is attached to the core, and remains in the sleeve when the core is removed, and can be a percolation chamber, or passage extending below the sleeve.

Abstract translation: 后套筒提供基本上永久的基座，用于支撑用于栅栏或标志的柱，并且可以从其中移除一个柱并用另一个柱替换。 套筒包括一个现浇的混凝土体，使用预置在柱孔中的套筒芯，并且在其周围浇注湿混凝土。 在混凝土固化之后，将芯移除，留下后套筒腔，以构成接收柱。 芯可以是刚性的，或者可以包括柔性外壳和加强件。 一旦混凝土固化，预制的后套筒顶部可以附接到套筒芯并且定位在柱孔中，以成为柱套筒的永久部分。 排水管附接到芯体上，并且当芯子被移除时保持在套筒中，并且可以是渗透室，或者在套筒下面延伸的通道。

公开(公告)号：US5797704A

公开(公告)日：1998-08-25

申请号：US840496

申请日：1997-04-21

Applicant: James S. Collins

Inventor： James S. Collins

IPC: E02D5/80 ,  E02D7/00 ,  E02D7/20 ,  E02D27/12 ,  E02D27/50 ,  E02D5/26 ,  E02D5/52 ,  E02D5/54 ,  E02D7/02

CPC classification number: E02D7/20 ,  E02D27/12 ,  E02D27/50 ,  E02D5/80 ,  E02D7/00

Abstract: An apparatus for consolidating earth and anchor setting device. The apparatus includes a vertical support, a plurality of spaced media consolidation plates swingably mounted to the vertical support, a rib disposed along a lower edge of respective ones of the consolidation plates and a bearing plate secured to the vertical support. The apparatus can be used to install a bearing and moment foundation having an upper surface, a lower surface and a converging side surface. The upper surface is adapted to receive a pushing force for pushing the foundation into the soil and the side surface adapted to contact the soil when a pushing force is applied to the upper surface. The anchoring device can also be used to install a pier foundation having a plug, an installation load bearing member, an installed load bearing member and a cap. A grillage assembly can be used to install the foundation and includes at least a pair of intermediate members forming a grillage, at least one anchor securing the grillage to the soil and a plate member secured to the grillage intermediate members and positioned above the soil surface to assist in at least one of installing a foundation, removing an anchor, testing the strength of an anchor and testing the strength of a foundation. Also disclosed are methods of installing an anchor and a foundation.

Abstract translation: 一种固定地锚装置的装置。 该装置包括垂直支撑件，可摆动地安装到垂直支撑件的多个间隔开的介质固定板，沿相应的固定板的下边缘设置的肋和固定到垂直支撑件的支承板。 该装置可用于安装具有上表面，下表面和会聚侧表面的轴承和力矩基座。 上表面适于在将推力施加到上表面时接收用于将基础推入土壤中的推力和适于接触土壤的侧表面。 锚固装置也可用于安装具有塞子，安装承载构件，安装的承载构件和盖的墩基础。 可以使用格栅组件来安装基座，并且包括形成格栅的至少一对中间构件，至少一个将格栅固定到土壤上的锚固件和固定到格栅中间构件并且定位在土壤表面上方的板构件 协助至少安装一个基础，去除一个锚，测试一个锚的强度和测试一个基础的强度。 还公开了安装锚和基础的方法。

公开(公告)号：US20220205207A1

公开(公告)日：2022-06-30

申请号：US17562408

申请日：2021-12-27

Applicant: Joshua Stephen Behling

Inventor： Joshua Stephen Behling

IPC: E02D5/64 ,  E02D5/26 ,  E02D5/60

Abstract: A support having a timber pile. The support has a sheath positioned about the pile and in spaced relation to the pile to define a gap between the sheath and the pile. The support has a cured polymer disposed between the sheath and the pile and permeated into the pile. A method for reinforcing a structure. A method for building a support for a structure.

公开(公告)号：USH2080H

公开(公告)日：2003-09-02

申请号：US13589402

申请日：2002-04-22

Applicant: BOURGEOIS HENRY

Inventor： BOURGEOIS HENRY

IPC: E02D5/26 ,  E02D5/52 ,  F16B12/36

CPC classification number: E02D5/26 ,  E02D5/52

公开(公告)号：US3802206A

公开(公告)日：1974-04-09

申请号：US23265972

申请日：1972-03-08

Applicant: MOORE R ,  MOORE A

Inventor： MOORE R ,  MOORE A

IPC: E02D5/52 ,  E02D5/26 ,  F16B7/00

CPC classification number: E02D5/523 ,  Y10T403/472 ,  Y10T403/55

Abstract: Splicing means for connecting two wood piles, end-to-end, to make a long pile for transfer of pile-loads to lower, stronger ground. The splicer comprises: at least one plate-like, substantially horizontal element adapted to lie between adjacent pile ends, with optional epoxy glue between upper and lower surfaces of this element and the upper and lower piles; and a central upright dowel member, extending above and below the plate-like element. This plate-like element is in the form of a disk in FIGS. 1 to 3 and 6 to 9; in FIGS. 4 and 5 there are two plate-like elements (the horizontal parts of angle irons, these irons being welded on opposite sides of the dowel); and in FIGS. 10 and 11, the plate-like element has two parts that are at angles to each other and integrally joined at their lower lines of junction (this angle plate being fixed to a V-shaped cut in the lower pile). Preferably, the splicer comprises other pile penetrating and anchoring elements that are fixed to the platelike element, for example: the piece of six-inch pipe of FIGS. 1 to 7, extending around the disk (or angle irons of FIG. 4), driven into the upper and lower piles; the vertically-extending parts of the angle irons of FIGS. 4 and 5; the prongs of FIGS. 6 and 7, struck-out from the disk; the laterally placed, doublepoint pins of FIGS. 8 and 9; or the hammer-driven nails or spikes of FIGS. 10 and 11. And preferably the upper pile section of the composite pile is within a tightly clamped metal band, and is at least 30 feet long.

Abstract translation: 拼接方式用于连接两根木桩，端对端，使一长桩用于将桩载荷转移到较低，较强的地面。 捻接器包括：适于位于相邻桩端之间的至少一个板状，基本水平的元件，在该元件的上表面和下表面之间具有可选的环氧胶，以及上下桩; 以及在板状元件的上方和下方延伸的中心直立销钉构件。 该板状元件在图1和图2中为盘形。 1至3和6至9; 在图 如图4和图5所示，有两个板状元件（角铁的水平部分，这些铁杆被焊接在榫钉的相对两侧）; 并且在图 如图10和图11所示，板状元件具有彼此成角度并且在其下部连接处整体接合的两个部分（该角板固定到下部桩中的V形切口）。 优选地，捻接器包括固定到板状元件的其它桩穿透和锚固元件，例如：图1和图2的6英寸管。 在图1至图7中，围绕盘（或图4的角铁）延伸，被驱动进入上下桩; 图1和图2的角铁的垂直延伸部分。 4和5; 图1和图2的插脚。 6和7，从盘中击出; 图1和图2的横向放置的双点销。 8和9; 或图1和图2的锤子驱动的钉子或尖钉。 并且优选地，复合桩的上部桩部分在紧密夹紧的金属带内，并且长度至少为30英尺。

公开(公告)号：US3606716A

公开(公告)日：1971-09-21

申请号：US3606716D

申请日：1969-07-31

Applicant: TIMBER ENGINEERING CO

Inventor： NORCROSS DAVID R ,  DUDLEY HUBERT T

IPC: E02D5/26 ,  E04C3/34 ,  E02D5/54

CPC classification number: E02D5/26

Abstract: A TIMBER PILING CONSTRUCTION INCLUDING AN UPRIGHT TIMBER PILE AND A CONCRETE SLAB SUPPORTED ON THE UPPER END OF THE PILE. A PAIR OF CONNECTOR PLATES ARE RIGIDLY SECURED ON OPPOSITE SIDES OF THE PILE, THE CONNECTOR PLATES ARE IN THE SHAPE OF AN ANGLE WITH ONE LEG HAVING A PLURALITY OF NAIL HOLES FOR RECEIVING NAILS DRIVEN INTO THE WOOD PILE. THE OTHER LEG OF THE CONNECTOR PROJECTS OUTWARDLY AT THE UPPER END OF THE PILE. CONCRETE IS CAST OVER THE CONNECTOR AND THE UPPER END OF THE PILE TO FORM A UNITARY STRUCTURE.

公开(公告)号：US10145109B2

公开(公告)日：2018-12-04

申请号：US13850131

申请日：2013-03-25

Applicant: N. Eric Knudsen

Inventor： N. Eric Knudsen

IPC: B28B7/30 ,  E04C3/00 ,  E02D5/22 ,  E02D5/26 ,  E04H12/22 ,  E02D27/42 ,  E01F9/623 ,  E01F9/627 ,  G09F7/18

Abstract: A post sleeve provides a substantially permanent base for supporting a post for a fence or sign, and from which one post can be removed and replaced with another post. The sleeve includes a concrete body that is poured on site, using a sleeve core prepositioned in the post hole, and around which wet concrete is poured. After the concrete is cured, the core is removed, leaving a post sleeve cavity configured to receive a post. The core can be rigid, or can include a flexible shell and stiffener. A preformed post sleeve top can be attached to the sleeve core and positioned therewith in the post hole, to become a permanent part of the post sleeve, once the concrete cures. A drain is attached to the core, and remains in the sleeve when the core is removed, and can be a percolation chamber, or passage extending below the sleeve.

公开(公告)号：US5593251A

公开(公告)日：1997-01-14

申请号：US168424

申请日：1993-12-17

Applicant: Gerard Gillen

Inventor： Gerard Gillen

IPC: E02D5/48 ,  E02D5/26

CPC classification number: E02D5/48

Abstract: A method for installing a composite timber and concrete piling system provides metallic tube that is partially filled with concrete. The unfilled portion of the metallic tube defines a splice member when the metallic tube is driven into a timber pile. The timber pile member is first driven into the earth at a selective position and at a selective orientation but a partial distance which leaves a small portion of the timber pile exposed above ground. The metallic tube is then placed on top of and aligned with the axis of the timber pile. The unfilled portion of the metallic tube forms a splice. The concrete filled metallic tube is forced downwardly until the unfilled portion of the tube is embedded into the exposed portion of the timber pile and wherein the concrete in the tube approaches the top of the timber pile. During driving, the concrete in the tube contacts the top of the timber pile.

Abstract translation: 一种复合木材和混凝土桩系统的安装方法，提供部分充满混凝土的金属管。 当金属管被驱动到木桩中时，金属管的未填充部分限定了接合构件。 木桩构件首先在选择性位置和选择性取向驱动到地球中，但部分距离使木桩的一小部分暴露在地面以上。 然后将金属管放置在木桩顶部并与木桩的轴线对准。 金属管的未填充部分形成接头。 混凝土填充的金属管被迫向下直到管的未填充部分嵌入到木桩的暴露部分中，并且管中的混凝土接近木桩的顶部。 驾驶期间，管中的混凝土与木桩顶部接触。