EP4253663A3 - Apparatus for terminating a pile tube foundation - Google Patents

Apparatus for terminating a pile tube foundation Download PDF

Info

Publication number
EP4253663A3
EP4253663A3 EP23155103.7A EP23155103A EP4253663A3 EP 4253663 A3 EP4253663 A3 EP 4253663A3 EP 23155103 A EP23155103 A EP 23155103A EP 4253663 A3 EP4253663 A3 EP 4253663A3
Authority
EP
European Patent Office
Prior art keywords
plate
pile tube
pile
pressure distribution
tube foundation
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
EP23155103.7A
Other languages
German (de)
French (fr)
Other versions
EP4253663A2 (en
Inventor
Erwin Jenewein
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.)
Tiroler Rohre GmbH
Original Assignee
Tiroler Rohre GmbH
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
Application filed by Tiroler Rohre GmbH filed Critical Tiroler Rohre GmbH
Publication of EP4253663A2 publication Critical patent/EP4253663A2/en
Publication of EP4253663A3 publication Critical patent/EP4253663A3/en
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
    • E02D2300/00Materials
    • E02D2300/0026Metals
    • E02D2300/0029Steel; Iron
    • E02D2300/0031Steel; Iron in cast iron form
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile 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

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

Vorrichtung (1) zum Abschließen einer Pfahlrohrgründung (2), insbesondere Pfahlkopfplatte, wobei die Vorrichtung (1) eine im Wesentlichen plattenförmige Druckverteilungsplatte (3) umfasst, die eine im Wesentlichen ebene Plattenoberfläche (4) und eine der Plattenoberfläche (4) gegenüberliegende Auflagefläche (5) für ein auf der Pfahlrohrgründung (2) zu errichtendes Bauwerk umfasst, wobei die Druckverteilungsplatte (3) mit der Plattenoberfläche (4) auf ein Pfahlende (6) eines Pfahlrohrs (7) der Pfahlrohrgründung (2) aufsetzbar ist, wobei auf der Plattenoberfläche (4) wenigstens ein Zentrierbund (8) zum Zentrieren der Vorrichtung (1) auf dem Pfahlende (6) angeordnet ist, wobei auf der Auflagefläche (5) wenigstens eine Stützstruktur (9) zur Verstärkung der Druckverteilungsplatte (3) angeordnet ist, wobei vorzugsweise die Druckverteilungsplatte (3) eine polygonale, besonders bevorzugt oktagonale, Außenkontur (10) aufweist.Device (1) for closing a pile tube foundation (2), in particular a pile head plate, wherein the device (1) comprises a substantially plate-shaped pressure distribution plate (3) which has a substantially flat plate surface (4) and a support surface (4) opposite the plate surface (4). 5) for a structure to be built on the pile tube foundation (2), wherein the pressure distribution plate (3) with the plate surface (4) can be placed on a pile end (6) of a pile tube (7) of the pile tube foundation (2), being on the plate surface (4) at least one centering collar (8) for centering the device (1) is arranged on the pile end (6), with at least one support structure (9) for reinforcing the pressure distribution plate (3) being arranged on the support surface (5), preferably the pressure distribution plate (3) has a polygonal, particularly preferably octagonal, outer contour (10).

EP23155103.7A 2022-03-30 2023-02-06 Apparatus for terminating a pile tube foundation Pending EP4253663A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA50205/2022A AT526017A1 (en) 2022-03-30 2022-03-30 Device for completing a pile-tube foundation

Publications (2)

Publication Number Publication Date
EP4253663A2 EP4253663A2 (en) 2023-10-04
EP4253663A3 true EP4253663A3 (en) 2023-10-11

Family

ID=85175706

Family Applications (1)

Application Number Title Priority Date Filing Date
EP23155103.7A Pending EP4253663A3 (en) 2022-03-30 2023-02-06 Apparatus for terminating a pile tube foundation

Country Status (4)

Country Link
US (1) US20230313482A1 (en)
EP (1) EP4253663A3 (en)
AT (1) AT526017A1 (en)
CA (1) CA3194669A1 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2424024A (en) * 2005-03-12 2006-09-13 Screwfast Foundations Ltd Adjustable pile cap assembly
AT516480A1 (en) * 2014-11-03 2016-05-15 Tiroler Rohre GmbH Device for completing a pile pipe foundation
JP2019214897A (en) * 2018-06-14 2019-12-19 株式会社イチケン Joint structure and joint method for piles and columns
CN212835352U (en) * 2020-07-25 2021-03-30 广东万信建设工程科技有限公司 Connecting structure of tubular pile and pile cap
US20210214909A1 (en) * 2018-09-03 2021-07-15 Tokyo Electric Power Services Co., Ltd. Pile foundation

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2007237161B2 (en) * 2007-02-07 2009-01-08 Trista Technology Pty Ltd Building Method and Apparatus for Use Therein
KR101021466B1 (en) * 2008-06-05 2011-03-15 리경봉 Pile cap
GB2561310B (en) * 2013-07-18 2019-04-10 Francis & Lewis International Ltd A Ground Pile Assembly
GB2537074B (en) * 2013-07-18 2017-10-18 Francis & Lewis Int Ltd A ground pile assembly
KR102151726B1 (en) * 2020-01-03 2020-09-03 주식회사 택한 Anchorage of pile head

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2424024A (en) * 2005-03-12 2006-09-13 Screwfast Foundations Ltd Adjustable pile cap assembly
AT516480A1 (en) * 2014-11-03 2016-05-15 Tiroler Rohre GmbH Device for completing a pile pipe foundation
JP2019214897A (en) * 2018-06-14 2019-12-19 株式会社イチケン Joint structure and joint method for piles and columns
US20210214909A1 (en) * 2018-09-03 2021-07-15 Tokyo Electric Power Services Co., Ltd. Pile foundation
CN212835352U (en) * 2020-07-25 2021-03-30 广东万信建设工程科技有限公司 Connecting structure of tubular pile and pile cap

Also Published As

Publication number Publication date
US20230313482A1 (en) 2023-10-05
EP4253663A2 (en) 2023-10-04
AT526017A1 (en) 2023-10-15
CA3194669A1 (en) 2023-09-30

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