WO2025010465A1 - Appareil de mise en prise avec le sol pour applications légères - Google Patents

Appareil de mise en prise avec le sol pour applications légères Download PDF

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Publication number
WO2025010465A1
WO2025010465A1 PCT/AU2024/050712 AU2024050712W WO2025010465A1 WO 2025010465 A1 WO2025010465 A1 WO 2025010465A1 AU 2024050712 W AU2024050712 W AU 2024050712W WO 2025010465 A1 WO2025010465 A1 WO 2025010465A1
Authority
WO
WIPO (PCT)
Prior art keywords
main portion
tube
pile
article
central region
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
PCT/AU2024/050712
Other languages
English (en)
Inventor
Joseph Didonna
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Surefoot IP Holdings Pty Ltd
Original Assignee
Surefoot IP Holdings Pty Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from AU2023902186A external-priority patent/AU2023902186A0/en
Application filed by Surefoot IP Holdings Pty Ltd filed Critical Surefoot IP Holdings Pty Ltd
Priority to AU2024288453A priority Critical patent/AU2024288453A1/en
Publication of WO2025010465A1 publication Critical patent/WO2025010465A1/fr
Anticipated expiration legal-status Critical
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/223Details of top sections of foundation piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/50Anchored foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/54Piles with prefabricated supports or anchoring parts; Anchoring piles
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02SGENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
    • H02S20/00Supporting structures for PV modules
    • H02S20/10Supporting structures directly fixed to the ground

Definitions

  • the present invention relates generally to ground engaging apparatuses.
  • Such apparatuses include footings, are used to support an article over the ground.
  • anchors which prevent an article form being lifted away from the ground due to wind forces, for example.
  • the present ground engaging apparatuses are used to support or anchor light weight articles such as solar panels, signs, antennas and the like.
  • Micropile-based footing apparatuses are known in the art.
  • such apparatuses include a plate portion configured to receive an article to be supported (such as a post or a stump).
  • a series of tubes may be connected to the plate portion.
  • a corrosion-resistant metal pile is driven into the ground through each tube using a pneumatic hand tool. The piles extend at an angle into the ground, and outwardly away from the plate portion.
  • Such footings negate the need to excavate, and furthermore do not require concrete in order to engage with the ground.
  • the present invention provides a substrate engaging apparatus comprising: a main portion configured to receive a force applied by an article, and one or more pile engaging portions associated with the main portion.
  • the main portion is configured so as to be capable of resisting deformation caused by the force in the absence of any strengthening structure extending: across the main portion, or along or proximal to an edge of the main portion, or through a central region of the main portion.
  • the apparatus is devoid of, or does not require, any strengthening structure extending: across the main portion, along or proximal to an edge of the main portion, or through a central region of the main portion [Oi l], In one embodiment of the first aspect, the strengthening structure forms part of, or is connected to, the main portion.
  • the strengthening structure is selected from a rib, a thickened region, a bend, a flange, a frame member, an aperture, a cut-out, a seam, a groove, a brace, a hem, a dimple, a plate, a wire, a patch, a mesh, a plurality of matted fibres, a resin, a weld, or a functional equivalent of any of the aforementioned.
  • the apparatus comprises a central region strengthening structure configured to resist deformation of the main portion caused by the force.
  • the central region strengthening structure forms part of, or is connected to, the main portion.
  • the central region strengthening structure has the geometry of a substantially closed circle, a substantially closed oval, or a substantially closed polygon.
  • the tube or tube-like structure forms or contacts an edge of an aperture of the main portion.
  • the central region strengthening structure is, or comprises a ring or a ring-like structure extending substantially orthogonally through or from the main portion.
  • the ring or the ring-like structure has a cross- sectional geometry of a substantially closed circle, a substantially closed oval, or a substantially closed polygon.
  • the ring or ring-like aperture forms or contacts an edge of an aperture of the main portion.
  • the main portion is a mainly or completely substantially planar.
  • the main portion has a regular geometry and/or has an axis of symmetry.
  • the main portion has a circular, oval or polygonal geometry.
  • each of the pile engaging portions is configured to as to allow a pile to pass therethrough, the pile travelling axially.
  • the pile is guided downwardly so as to enter the substrate at an angle to the substrate surface or at an angle to the vertical.
  • the at least one or all of the pile engaging portions is/are a sleeve or a tube, or a tube-like structure.
  • the sleeve or the tube, or the tube-like structure has a cross sectional geometry selected from a circle, an oval or a polygon.
  • the at least one or all of the pile engaging portions are on, or interior to, a peripheral edge of the main portion.
  • the at least one or all of the pile engaging portions are exterior to a peripheral edge of the main portion.
  • the at least one or all of the pile engaging portions are attached to the main portion by a connecting portion.
  • the apparatus comprises means for engaging with an article to be supported or anchored.
  • the article is an elongate member.
  • the article is a post, a pole, a column, a stump, a framework member, or a beam.
  • the means for engaging with an article is a bracket, a socket, a male member, a female member, a recess, an aperture, a screw hole, a bolt hole, a thread, or a slot.
  • the apparatus is configured so as be incapable of supporting or anchoring a mass of greater than about 10, 15, 20, 25, 30, 35, 40 or 50 kg.
  • the present invention provides an installation comprising the apparatus of any embodiment of the first aspect, the apparatus being engaged with a substrate by a pile engaged with each of the one or more pile engaging portions, and an article supported or anchored by the apparatus so as to be maintained in position.
  • the apparatus is responsible for supporting or anchoring a mass of less than about 10, 15, 20, 25, 30, 35, 40 or 50 kg.
  • the substrate is a natural substrate.
  • the natural substrate is soil, sand or clay.
  • the installation comprises a plurality of footings of any embodiment of the first aspect.
  • the article presents a surface area capable of being caught by the wind when the installation is performed outdoors.
  • the surface area is at least about 5, 10, 15, 20, 25, 30, 35, 40, 50, 60, 70, 80, 90 or 100 m2.
  • the article is selected from: a solar panel, an array or solar panels, a solar heat energy absorber, an array of solar heat energy absorbers, a solar radiation reflecting mirror, and array of solar radiation reflecting mirrors, a sign, a shade cloth, a wind turbine, an antenna, a net, a shelter, an item of equipment, an air conditioner compressor, a light, and a flag pole.
  • the article is not a building or a part of a building.
  • FIG. 1A illustrates in plan view a preferred apparatus of the invention, useful as both a footing and an anchor.
  • the dashed lines extending through each of the tubes indicates the axes along which piles are inserted through the tubes in the course of installation.
  • FIG. ID illustrates in plan view of a section of the apparatus of FIG. 1 A showing a first weld connecting a peripheral tube to the plate.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

L'invention concerne un appareil de mise en prise avec le sol ayant une partie principale pour supporter une charge appliquée par un article, et une ou plusieurs parties de mise en prise de pieu associées à la partie principale. La partie principale pouvant résister à une déformation provoquée par la force en l'absence de toute structure de renforcement s'étendant à travers la partie principale, ou le long ou à proximité d'un bord de la partie principale, ou à travers une région centrale de la partie principale. La déformation est empêchée par une structure de renforcement dans une région centrale de la partie principale.
PCT/AU2024/050712 2023-07-07 2024-07-01 Appareil de mise en prise avec le sol pour applications légères Pending WO2025010465A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2024288453A AU2024288453A1 (en) 2023-07-07 2024-07-01 Ground engaging apparatus for light duty applications

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2023902186 2023-07-07
AU2023902186A AU2023902186A0 (en) 2023-07-07 Ground engaging apparatus for light duty applications

Publications (1)

Publication Number Publication Date
WO2025010465A1 true WO2025010465A1 (fr) 2025-01-16

Family

ID=94214433

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AU2024/050712 Pending WO2025010465A1 (fr) 2023-07-07 2024-07-01 Appareil de mise en prise avec le sol pour applications légères

Country Status (2)

Country Link
AU (1) AU2024288453A1 (fr)
WO (1) WO2025010465A1 (fr)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011101372A2 (fr) * 2010-02-16 2011-08-25 M No. 1 Aps Support au sol mobile
US20120096778A1 (en) * 2009-04-16 2012-04-26 Agostino Bauletti Anchoring system
JP2014031700A (ja) * 2012-07-10 2014-02-20 Lasco Japan Co Ltd 基礎構造物
JP2016046889A (ja) * 2014-08-21 2016-04-04 ユニバーサル工業株式会社 太陽電池パネルの架台支持用支柱
AU2012276281B2 (en) * 2011-06-28 2018-01-04 Surefoot Ip Holdings Pty Ltd Improved footing plates
AU2020277110A1 (en) * 2019-11-26 2021-06-10 Pandoe Pty Ltd Improved footing and methods of manufacture thereof
WO2022132549A1 (fr) * 2020-12-14 2022-06-23 Dale Clayton Miller Raccord de micro-pieu destiné à supporter un pieu vertical
JP2023047047A (ja) * 2021-09-24 2023-04-05 鴎 ▲トウ▼ 汎用支柱対応型多杭固定基礎用ベース部材、汎用支柱対応型多杭固定基礎、及び架台

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120096778A1 (en) * 2009-04-16 2012-04-26 Agostino Bauletti Anchoring system
WO2011101372A2 (fr) * 2010-02-16 2011-08-25 M No. 1 Aps Support au sol mobile
AU2012276281B2 (en) * 2011-06-28 2018-01-04 Surefoot Ip Holdings Pty Ltd Improved footing plates
JP2014031700A (ja) * 2012-07-10 2014-02-20 Lasco Japan Co Ltd 基礎構造物
JP2016046889A (ja) * 2014-08-21 2016-04-04 ユニバーサル工業株式会社 太陽電池パネルの架台支持用支柱
AU2020277110A1 (en) * 2019-11-26 2021-06-10 Pandoe Pty Ltd Improved footing and methods of manufacture thereof
WO2022132549A1 (fr) * 2020-12-14 2022-06-23 Dale Clayton Miller Raccord de micro-pieu destiné à supporter un pieu vertical
JP2023047047A (ja) * 2021-09-24 2023-04-05 鴎 ▲トウ▼ 汎用支柱対応型多杭固定基礎用ベース部材、汎用支柱対応型多杭固定基礎、及び架台

Also Published As

Publication number Publication date
AU2024288453A1 (en) 2025-12-11

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