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EP0628662A2 - Paroi de palplanches - Google Patents

Paroi de palplanches Download PDF

Info

Publication number
EP0628662A2
EP0628662A2 EP94108270A EP94108270A EP0628662A2 EP 0628662 A2 EP0628662 A2 EP 0628662A2 EP 94108270 A EP94108270 A EP 94108270A EP 94108270 A EP94108270 A EP 94108270A EP 0628662 A2 EP0628662 A2 EP 0628662A2
Authority
EP
European Patent Office
Prior art keywords
lock
sheet pile
sheet
hook
webs
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.)
Granted
Application number
EP94108270A
Other languages
German (de)
English (en)
Other versions
EP0628662A3 (fr
EP0628662B1 (fr
Inventor
Andreas Dipl.-Ing. Wieners
Thomas Dipl.-Ing. Reininghaus
Hermann Hubbert
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.)
Fried Krupp AG Hoesch Krupp
Original Assignee
Krupp Hoesch Stahl AG
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 Krupp Hoesch Stahl AG filed Critical Krupp Hoesch Stahl AG
Publication of EP0628662A2 publication Critical patent/EP0628662A2/fr
Publication of EP0628662A3 publication Critical patent/EP0628662A3/fr
Application granted granted Critical
Publication of EP0628662B1 publication Critical patent/EP0628662B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
    • E02D5/08—Locking forms; Edge joints; Pile crossings; Branch pieces
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/14—Sealing joints between adjacent sheet piles

Definitions

  • the invention relates to a sheet pile wall according to the preamble of claim 1 and a method for its production.
  • the invention is therefore based on the object of creating a further sheet pile wall of the type mentioned, which is optimized with regard to tightness, and a method for its production which meets all the requirements of the applicable guidelines for the production of vertical sealing walls for landfill construction and remediation of contaminated sites , namely e.g. Verification of verticality, verification of the integrity of the locks, possibility of reworking the lock seal.
  • the invention is intended to make it possible to use any known method for introducing steel screeds. This could expand the areas of application and increase efficiency.
  • the lock chamber can be scanned with an inclinometer probe.
  • an electromagnetic signal transmitter which is fixed in the tubular profile, the interlocking of the lock can be detected continuously down to the desired depth.
  • Another advantage is the fact that the signal generator can be recovered by pulling the pipe profile in order to be used again with the next screed.
  • the lock chamber could be scanned with an endoscope over the entire length to prove the integrity of the locks, and the result could possibly be recorded. Depending on the sealing material used, this could be eliminated with a suitable device if the sealing effect is insufficient and the sealing process repeated.
  • one part namely the trailing part 1 of the lock 2 interlocking sheet piles 3, 4 longer webs 5, 6 in direction A of the profile height of the sheet pile 4 than the other part 7, both of which Parts 1, 7 of the lock 2 form a vertical lock chamber 8 between them, which is filled with a sealing compound 9 (FIGS. 2 and 6).
  • the modification of part 1 of the lock 2 consists essentially of an extension of the tried-and-tested profile shape in the direction A of the profile height and an increase in the material thickness in the region of part 1 to accommodate the greater static moments which can occur due to the extension in the lock area.
  • the change in the shape of the lock affects only part 1 of the lock 2 of the sheet pile 4.
  • the part 7 of the lock 2 to be rammed in advance is a conventional lock part.
  • the modified lock can be located on a U or Z screed as well as on flat and other profiles. In addition to steel profiles, profiles made of other materials such as Plastics can be sealed with this system.
  • Double and triple planks can be created by pulling together a sheet pile with modified part 1 of the lock and one or two conventional profiles.
  • This rivet 10 consists of a conical shaft 11, which is driven into the part 1 of the lock 2, and an inclined block 12 underneath.
  • the rivet 10 can be produced in series as a one-piece cast steel part.
  • the beveling of the block 12 has the effect that the part 1 of the lock 2 to be rammed displaces the soil material below the rivet 10 from the lock 2 when it is inserted, so that blasting of the lock is counteracted.
  • a rivet in this case a conventional rivet or a screw
  • the part 7 of the lock (2) with a polyethylene hose or similar. fill to keep the locks clear of soil.
  • the sealing compound 9 is filled into the lock chamber 8. This can be done with the help of a lance, not shown. happen.
  • part 1 of the lock 2 is produced as a separate profile and hooked and welded 15 to the part 7 of the sheet pile 14 with a corresponding part 13 in the factory.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Composite Materials (AREA)
  • Chemical & Material Sciences (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Wrappers (AREA)
  • Acyclic And Carbocyclic Compounds In Medicinal Compositions (AREA)
  • Saccharide Compounds (AREA)
EP94108270A 1993-06-09 1994-05-28 Paroi de palplanches Expired - Lifetime EP0628662B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4319152 1993-06-09
DE4319152 1993-06-09

Publications (3)

Publication Number Publication Date
EP0628662A2 true EP0628662A2 (fr) 1994-12-14
EP0628662A3 EP0628662A3 (fr) 1995-09-20
EP0628662B1 EP0628662B1 (fr) 1998-02-04

Family

ID=6489985

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94108270A Expired - Lifetime EP0628662B1 (fr) 1993-06-09 1994-05-28 Paroi de palplanches

Country Status (3)

Country Link
EP (1) EP0628662B1 (fr)
AT (1) ATE163056T1 (fr)
DE (1) DE59405204D1 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19725454A1 (de) * 1997-06-16 1999-01-21 Georg Wall Spundbohle
NL1010408C2 (nl) * 1998-10-27 2000-04-28 Rich Consultancy Werkwijze voor het maken van een waterdicht afgesloten stalen damwand, damwand en slot voor het waterdicht afsluiten daarvan.
LU90557B1 (en) 2000-03-29 2001-10-01 Internat Sheet Piling Company Method for driving sheet piles
WO2001073211A1 (fr) * 2000-03-29 2001-10-04 International Sheet Piling Company Sarl Procede de construction de murs a palplanches
GB2367321A (en) * 2000-09-30 2002-04-03 Corus Uk Ltd A seal for a metal sheet pile
DE10107374C1 (de) * 2001-02-16 2002-10-24 Georg Wall Schloss für Spundbohlen
NL1030999C2 (nl) * 2006-01-25 2007-07-26 Johannes Gerardus Van Coterlet Werkwijze voor het vervaardigen van een damwand, alsmede damwandplank daarvoor.
CN103132504A (zh) * 2012-03-05 2013-06-05 张继红 预制隔水桩及其插拔施工方法
US9155443B2 (en) 2011-09-21 2015-10-13 Whirlpool Corporation Dishwasher with multi-piece tub
RU2581591C1 (ru) * 2012-07-03 2016-04-20 Арселормитталь Инвестигасион И Десаррольо С.Л. Способ и устройство для формирования уплотнения в полости замка шпунтовой сваи
US11136738B2 (en) * 2019-03-29 2021-10-05 The Trout Group, Inc. Structural sheet spur

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0264527A1 (fr) * 1986-10-02 1988-04-27 Niederberg-Chemie GmbH Etanchéité à double paroi pour paroi moulée
EP0341194A2 (fr) * 1988-05-05 1989-11-08 Hoesch Stahl Aktiengesellschaft Méthode pour verrouiller des joints entre palplanches
GB2228760A (en) * 1989-03-03 1990-09-05 Univ Waterloo In-ground barrier

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0264527A1 (fr) * 1986-10-02 1988-04-27 Niederberg-Chemie GmbH Etanchéité à double paroi pour paroi moulée
EP0341194A2 (fr) * 1988-05-05 1989-11-08 Hoesch Stahl Aktiengesellschaft Méthode pour verrouiller des joints entre palplanches
GB2228760A (en) * 1989-03-03 1990-09-05 Univ Waterloo In-ground barrier

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19725454A1 (de) * 1997-06-16 1999-01-21 Georg Wall Spundbohle
DE19725454C2 (de) * 1997-06-16 1999-05-20 Georg Wall Spundbohle
NL1010408C2 (nl) * 1998-10-27 2000-04-28 Rich Consultancy Werkwijze voor het maken van een waterdicht afgesloten stalen damwand, damwand en slot voor het waterdicht afsluiten daarvan.
US6939422B2 (en) 2000-03-29 2005-09-06 Arcelor Rails, Piles & Special Sections Method for building sheet pile walls
WO2001073211A1 (fr) * 2000-03-29 2001-10-04 International Sheet Piling Company Sarl Procede de construction de murs a palplanches
WO2001073209A1 (fr) * 2000-03-29 2001-10-04 International Sheet Piling Company Sarl Procede d'enfoncement de piles de feuilles
US6769841B2 (en) 2000-03-29 2004-08-03 International Sheet Piling Company Sarl Method for driving sheet piles
LU90557B1 (en) 2000-03-29 2001-10-01 Internat Sheet Piling Company Method for driving sheet piles
GB2367321A (en) * 2000-09-30 2002-04-03 Corus Uk Ltd A seal for a metal sheet pile
GB2367321B (en) * 2000-09-30 2004-03-17 Corus Uk Ltd Metal sheet piling
DE10107374C1 (de) * 2001-02-16 2002-10-24 Georg Wall Schloss für Spundbohlen
EP1813727A2 (fr) * 2006-01-25 2007-08-01 Van de Coterlet, Jan Procédé de production d'un rideau de palplanches et palplanche correspondante
NL1030999C2 (nl) * 2006-01-25 2007-07-26 Johannes Gerardus Van Coterlet Werkwijze voor het vervaardigen van een damwand, alsmede damwandplank daarvoor.
EP1813727A3 (fr) * 2006-01-25 2012-02-22 Sterk Midden Nederland B.V. Procédé de production d'un rideau de palplanches et palplanche correspondante
US8235630B2 (en) 2006-01-25 2012-08-07 Johannes Gerardus Van De Coterlet Method for producing a sheet pile wall and sheet pile plank therefor
US9155443B2 (en) 2011-09-21 2015-10-13 Whirlpool Corporation Dishwasher with multi-piece tub
US9510724B2 (en) 2011-09-21 2016-12-06 Whirlpool Corporation Dishwasher with multi-piece tub
US9549657B2 (en) 2011-09-21 2017-01-24 Whirlpool Corporation Dishwasher with multi-piece tub
CN103132504A (zh) * 2012-03-05 2013-06-05 张继红 预制隔水桩及其插拔施工方法
RU2581591C1 (ru) * 2012-07-03 2016-04-20 Арселормитталь Инвестигасион И Десаррольо С.Л. Способ и устройство для формирования уплотнения в полости замка шпунтовой сваи
US11136738B2 (en) * 2019-03-29 2021-10-05 The Trout Group, Inc. Structural sheet spur

Also Published As

Publication number Publication date
EP0628662A3 (fr) 1995-09-20
DE59405204D1 (de) 1998-03-12
EP0628662B1 (fr) 1998-02-04
ATE163056T1 (de) 1998-02-15

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