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公开(公告)号：US20240360641A1
公开(公告)日：2024-10-31
申请号：US18685703
申请日：2022-08-22
Applicant: Alois PICHLER
Inventor： Alois PICHLER , Jan Michael PICHLER , Lorenz PICHLER
Abstract: A civil engineering structure for guiding a line in a slot in a surface area outdoors, said slot being formed by a milling or grinding process. A protective cover which consists of sub-pieces connected together in an articulated manner, extends above the line in the slot. The volume region of the slot in which the line is located is unfilled and is protected against expected compressive loads from the top by the sub-pieces. Because the sub-pieces are connected together in an articulated manner, the cover can be inserted without difficulty into longitudinal regions of the slot that have a curved course.
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公开(公告)号：US20160363241A1
公开(公告)日：2016-12-15
申请号：US15250811
申请日：2016-08-29
Applicant: Tindall Corporation
Inventor： Bryant A. ZAVITZ
CPC classification number: F16L3/22 , E02D27/02 , E02D27/32 , E02D27/46 , E04H17/22 , E04H2017/1465 , E21B19/14 , F16L3/2235
Abstract: A pipe rack and a method for making a pipe rack where the pipe rack may include at least one foundation, two legs, and a horizontal support. The two legs are supported by the at least one foundation. Each of the two legs includes at least one aperture. The horizontal support has two ends. The first end is located in an aperture in a first leg of the two legs and a second end of the horizontal support is located in an aperture in a second leg of the two legs. A rod forms a joint between the foundation and one of the two legs. The rod is located in the aperture in the upper surface of the foundation and in an aperture in a lower surface in the one of the two legs.
Abstract translation: 管架和管架的制造方法，其中管架可以包括至少一个基座，两个支腿和一个水平支架。 两条腿由至少一个基础支撑。 两条腿中的每一条包括至少一个孔。 水平支撑有两端。 第一端位于两个腿部的第一腿部的孔中，并且水平支撑件的第二端位于两个腿部的第二腿部的孔中。 杆形成基座和两条腿之一的接头。 杆位于基座的上表面中的孔中并且位于两个腿中的一个的下表面中的孔中。
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3.发明授权Systems, methods and apparatus for the subterranean support of underground conduits and/or pipes 有权用于地下管道和/或管道的地下支撑的系统，方法和装置公开(公告)号：US08936414B2
公开(公告)日：2015-01-20
申请号：US13451633
申请日：2012-04-20
Applicant: Robert J. Wegener
Inventor： Robert J. Wegener
Abstract: A support system supports a pipe or conduit. In one exemplary embodiment, the apparatus, systems and methods include support beams extending across an excavated opening. For example, a pair of beams may be positioned to span the excavated opening with the opposing ends of the beams supported on the ground above the excavated opening. Support rods may be positioned to extend through and/or from the beams and into the excavated opening. In one exemplary embodiment, the support rods include a J-hook configured for receipt within an opening in pipe or conduit support members positioned beneath and supporting the pipe or conduit. In another exemplary embodiment, a pipe contacting support member is positioned beneath and contacting a pipe for supporting the pipe and fully excavating the pipe.
Abstract translation: 支撑系统支撑管道或导管。 在一个示例性实施例中，装置，系统和方法包括跨过挖掘的开口延伸的支撑梁。 例如，一对梁可以被定位成跨越挖掘的开口，其中梁的相对端支撑在挖掘的开口上方的地面上。 支撑杆可以定位成延伸穿过和/或从梁延伸到挖掘的开口中。 在一个示例性实施例中，支撑杆包括构造成用于容纳在位于管道或管道支撑构件的开口内的J形钩，所述管道或管道支撑构件定位在管道或管道下方并支撑管道或导管。 在另一个示例性实施例中，管接触支撑构件位于管道下方并与管道接触，用于支撑管道并完全挖掘管道。
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4.发明申请公开(公告)号：US20100296872A1
公开(公告)日：2010-11-25
申请号：US12851081
申请日：2010-08-05
Applicant: John W. Jinnings , Robert J. Wegener
Inventor： John W. Jinnings , Robert J. Wegener
IPC: F16L7/00
Abstract: In one exemplary embodiment, curved sheet pile is driven underneath an existing conduit using a pile driver guided hydraulically by an excavator or other heavy machinery. By vibrating the curved sheet piles, the soil is placed in suspension, which allows the piles to be directed through the soil along an arcuate path that has a curvature that substantially matches the radius of curvature of the piles. Once the pile is positioned as desired, each individual pile sheet can be welded to one another to form a unitary structure. In one exemplary embodiment, the curved sheet pile is inserted beneath a conduit using a vibratory pile driver that rotates about a fixed pivot element on an excavator or other heavy machine for positioning the pile driver to advance the curved sheet pile along a fixed arc.
Abstract translation: 在一个示例性实施例中，使用由挖掘机或其他重型机械液压地引导的打桩机，在现有管道的下方驱动弯曲板桩。 通过振动弯曲的板桩，将土壤放置在悬挂中，这允许桩沿着具有基本上与桩的曲率半径匹配的曲率的弓形路径被引导通过土壤。 一旦根据需要定位桩，则每个单独的桩片可以彼此焊接以形成整体结构。 在一个示例性实施例中，使用在挖掘机或其他重型机器上围绕固定枢转元件旋转的振动打桩机将弯曲的片桩插入管道下方，用于定位打桩机沿着固定的弧线推进弯曲的片桩。
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5.发明申请CONSTRUCTION METHOD FOR INSTALLING UNDERGROUND PIPES FOR HIGH-TENSION CABLES BY USING TROUGH 失效通过使用安装高强度电缆的地下管道的施工方法公开(公告)号：US20100098501A1
公开(公告)日：2010-04-22
申请号：US12254386
申请日：2008-10-20
Applicant: Young-Hwan JANG
Inventor： Young-Hwan JANG
IPC: E02D27/46
CPC classification number: E02D27/46
Abstract: A construction method for installing underground pipes for high-tension cables uses a trough. The method includes the steps of forming an excavation trench by excavating the ground, installing the trough on the bottom of the excavation trench, pouring sand into the space section, placing the underground pipes on the sand, pouring again the sand onto the underground pipes, filling a gap formed between the trough and the excavation trench using sand and gravel, forming an upper protecting member on the trough, and performing surface treatment by using road pavement materials.
Abstract translation: 用于安装高压电缆的地下管道的施工方法使用槽。 该方法包括以下步骤：通过挖掘地面形成挖沟，将槽安装在挖掘沟槽的底部，将沙子倒入空间部分，将地下管道放置在沙子上，再将砂子倒入地下管道， 用砂砾填充槽和挖沟之间形成的间隙，在槽上形成上保护构件，并使用路面材料进行表面处理。
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Patent Agency Ranking
公开(公告)号：US20090148239A1
公开(公告)日：2009-06-11
申请号：US12315986
申请日：2008-12-09
Applicant: Gary M. Hickey, II
Inventor： Gary M. Hickey, II
IPC: F16L1/038
CPC classification number: F16L55/179 , E02D27/46 , F16L55/168
Abstract: A resiliently-mounted through-foundation pipe coupling is provided that is suited for building plumbing applications. The resiliently-mounted coupling assembly is a length of straight plastic pipe preferably with pipe couplings on each end. The combined length of the pipe and associated couplings is selected to roughly match the thickness of the foundation. The combined pipe and associated couplings are covered with and bonded to a relatively thick layer of foam rubber elastomeric material. The combination of pipe and elastomeric layer is placed in the desired position in a foundation form before the foundation is poured. The elastomeric layer cushions the plastic pipe from the forces of being cast in place as the foundation is poured, and also provides resilience to the eventually installed piping system (connected to the through-foundation pipe fitting) against the motion of back-filled soil, and against alignment forces and mechanical loading of attached plumbing.
Abstract translation: 提供了一种适用于建筑管道应用的弹性安装的通过底座的管接头。 弹性安装的联接组件是直径塑料管的长度，优选地在每端具有管接头。 选择管道和相关联联件的组合长度以与基础的厚度大致匹配。 组合的管和相关的联接器被覆盖并结合到相对厚的泡沫橡胶弹性体材料层。 在浇注基础之前，将管和弹性体层的组合置于基础形式的所需位置。 当基础浇注时，弹性体层将塑料管从铸造的力中缓冲，同时还提供抵抗后填充土壤运动的最终安装的管道系统（连接到通过地基管件）的弹性， 并防止连接管道的对准力和机械负载。
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公开(公告)号：US3779021A
公开(公告)日：1973-12-18
申请号：US3779021D
申请日：1971-12-27
Applicant: GREEN R
Inventor： GREEN R
CPC classification number: E02D29/0275 , E01F5/005 , E02D27/46
Abstract: The expression ''''headwall'''' refers to the reinforced concrete structure which supports one end of a large pipe and retains earth fill on one side. Instead of building concrete forms on the site the headwall is poured into a form made from two identical lightweight plastic concave sections which are made to shape and size by vacuum forming identical plastic sheets placed back-toback to produce the mold which is a shell having the two sections attached together by plastic strips or the like. Each concave plastic section is vacuum formed with an intricate shape to produce an outwardly extending base and an upright retaining wall which may have a circular or oval-shaped hole passing through the walls to accommodate the drainage pipe. The plastic walls around the hole may be weak so as to distort around the pipe or may be split. The completed form has openings at the top through which concrete is poured. The bottom may be open so that concrete can come into contact with the irregular terrain or soil.
Abstract translation: “顶墙”一词是指钢筋混凝土结构，其支撑大管道的一端并在一侧保持地层填充。 不是在现场建造混凝土形式，而是将墙壁倒入由两个相同的轻质塑料凹形部分制成的形状中，该形状通过真空成形相同的塑料片而形成和尺寸，所述相同的塑料片背靠背放置以产生壳体 将两个部分用塑料条等连接在一起。 每个凹形塑料部分是真空形成的，具有复杂的形状，以产生向外延伸的基部和直立的保持壁，该保持壁可以具有通过壁的圆形或椭圆形的孔以容纳排水管。 孔周围的塑料壁可能很弱，从而在管道周围变形，或者可能会分裂。 完成的形式在顶部具有开口，通过该开口倾倒混凝土。 底部可能是敞开的，以使混凝土与不规则的地形或土壤接触。
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公开(公告)号：US3747353A
公开(公告)日：1973-07-24
申请号：US3747353D
申请日：1971-12-13
Applicant: MONAHAN E
Inventor： MONAHAN E
CPC classification number: E02D17/18 , E02D27/36 , E02D27/46 , E02D29/0275 , E02D31/02
Abstract: There is provided a novel form of back-fill for vertical retaining walls and a method of producing the same. The novel form of back-fill comprises a layer of moderately rigid, synthetic, polymeric foam located between the interface of a retaining wall and the soil which it is intended to retain. This plastic layer replaces sand or soil customarily used for this purpose. The novel back-fill makes possible the use of retaining walls of considerably lower strength than have been needed heretofore. The novel back-fill also permits easier drainage of the space behind the retaining wall.
Abstract translation: 提供了一种用于垂直挡土墙的新型填充形式及其制造方法。
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公开(公告)号：US3734138A
公开(公告)日：1973-05-22
申请号：US3734138D
申请日：1971-03-26
Abstract: An oil or like pipeline system is supported upon randomly spaced pillars each comprising a rubber or like container filled with a fluidic material such as styrofoam, sand water or the like.
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10.发明公开公开(公告)号：US20240218628A1
公开(公告)日：2024-07-04
申请号：US18563268
申请日：2022-05-19
Applicant: Unimi Holding AB
Inventor： Stefan SVENSSON , Mathias HÖKFELT
CPC classification number: E02D27/46 , B60L53/31 , E02D2300/0001 , E02D2300/001 , E02D2600/20
Abstract: This disclosure presents an anchoring element (20) for a charging station foundation (1), the charging station foundation (1) configured to receive a charging station (30) adapted to electrically charge a vehicle, wherein the anchoring element (20) comprises at least 50 weight percent plastic material and is adapted to receive first threaded fasteners (15) by means of which the anchoring element (20) may be attached to a foundation member (10) of the charging station foundation (1) and to receive second threaded fasteners (25) by means of which the charging station (30) may be attached to the anchoring element (20). The disclosure further presents a method of installing a charging station foundation, a method of installing a charging station and a use of an anchoring element (20) comprising at least 50 weight percent plastic material.
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