EP2695998A3 - Method for producing an injection pile beneath a water surface - Google Patents

Method for producing an injection pile beneath a water surface Download PDF

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Publication number
EP2695998A3
EP2695998A3 EP20130178036 EP13178036A EP2695998A3 EP 2695998 A3 EP2695998 A3 EP 2695998A3 EP 20130178036 EP20130178036 EP 20130178036 EP 13178036 A EP13178036 A EP 13178036A EP 2695998 A3 EP2695998 A3 EP 2695998A3
Authority
EP
European Patent Office
Prior art keywords
water surface
anchor nut
threaded rod
producing
guide element
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.)
Withdrawn
Application number
EP20130178036
Other languages
German (de)
French (fr)
Other versions
EP2695998A2 (en
Inventor
Herbert Neidhardt
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP2695998A2 publication Critical patent/EP2695998A2/en
Publication of EP2695998A3 publication Critical patent/EP2695998A3/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D9/00Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
    • E02D9/04Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by cutting-off under water

Landscapes

  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

Die Erfindung betrifft ein Verfahren zum Herstellen eines Verpresspfahls unterhalb einer Wasseroberfläche, umfassend die Schritte: Einführen eines Gewindestabs (37) in ein unterhalb einer Wasseroberfläche befindliches, mit einer Bindemittelsuspension (19) gefülltes oder zu füllendes Bohrloch, wobei der Gewindestab (37) in das Bohrloch eingeführt wird, Absenken einer Kopfplatte (31), Absenken einer Ankermutter (30), wobei die Ankermutter (30) ein Innengewinde aufweist, und Aufschrauben der Ankermutter (30) auf das zweite Ende (25) des Gewindestabs (37). Das erfindungsgemäße Verfahren ist dadurch gekennzeichnet, dass der Gewindestab (37) lösbar mit einem ersten Ende eines Führungselements (11) verbunden ist, die Kopfplatte (31) über das Führungselement (11) absenkt wird, die Ankermutter (30) über das Führungselement (11) absenkt wird, die Ankermutter (30) aufgeschraubt wird durch Aufsetzen eines ersten Endes eines Drehwerkzeugs (3) auf die Ankermutter (30), wobei ein zweites Ende des Drehwerkzeugs (3) oberhalb der Wasseroberfläche angeordnet ist, und durch Antreiben des Drehwerkzeugs (3).

Figure imgaf001
The invention relates to a method for producing an injection pile below a water surface, comprising the steps of: inserting a threaded rod (37) into a borehole located below a water surface and filled or to be filled with a binder suspension (19), the threaded rod (37) fitting into the Drilling hole is lowered, lowering a head plate (31), lowering an anchor nut (30), wherein the anchor nut (30) has an internal thread, and screwing the anchor nut (30) on the second end (25) of the threaded rod (37). The inventive method is characterized in that the threaded rod (37) is detachably connected to a first end of a guide element (11), the head plate (31) is lowered via the guide element (11), the anchor nut (30) via the guide element (11 ) is lowered, the anchor nut (30) is screwed by placing a first end of a rotary tool (3) on the anchor nut (30), wherein a second end of the rotary tool (3) above the water surface is arranged, and by driving the rotary tool (3 ).
Figure imgaf001

EP20130178036 2012-08-10 2013-07-25 Method for producing an injection pile beneath a water surface Withdrawn EP2695998A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012214338.6A DE102012214338B4 (en) 2012-08-10 2012-08-10 Method for producing an injection pile below a water surface

Publications (2)

Publication Number Publication Date
EP2695998A2 EP2695998A2 (en) 2014-02-12
EP2695998A3 true EP2695998A3 (en) 2015-09-09

Family

ID=48915839

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20130178036 Withdrawn EP2695998A3 (en) 2012-08-10 2013-07-25 Method for producing an injection pile beneath a water surface

Country Status (2)

Country Link
EP (1) EP2695998A3 (en)
DE (1) DE102012214338B4 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN209742938U (en) * 2018-05-10 2019-12-06 孙成果 multifunctional pneumatic anchor rod drilling and loading machine
CN112538853A (en) * 2020-12-09 2021-03-23 华侨大学 Protective cover for recovering anchor rod external unloading device and construction method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10225980A1 (en) * 2002-06-11 2003-12-24 Ischebeck Friedrich Gmbh Method for securing underwater concrete sections using injection fitted anchor with top flange for embedding into cast concrete

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2354764C3 (en) 1973-11-02 1979-03-29 Philipp Holzmann Ag, 6000 Frankfurt Method and device for the watertight implementation of a built-in component to be introduced into the ground through a building wall or excavation pit wall or floor
DE19604523C2 (en) 1996-02-08 1998-07-02 Bauer Spezialtiefbau High-lying waterproofing sole with thickening
DE102005015494B4 (en) 2005-04-05 2023-03-23 Friedr. Ischebeck Gmbh bayonet coupling

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10225980A1 (en) * 2002-06-11 2003-12-24 Ischebeck Friedrich Gmbh Method for securing underwater concrete sections using injection fitted anchor with top flange for embedding into cast concrete

Also Published As

Publication number Publication date
DE102012214338A1 (en) 2014-02-13
EP2695998A2 (en) 2014-02-12
DE102012214338B4 (en) 2019-05-23

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