DE59405204D1 - Retaining wall - Google Patents

Retaining wall

Info

Publication number
DE59405204D1
DE59405204D1 DE59405204T DE59405204T DE59405204D1 DE 59405204 D1 DE59405204 D1 DE 59405204D1 DE 59405204 T DE59405204 T DE 59405204T DE 59405204 T DE59405204 T DE 59405204T DE 59405204 D1 DE59405204 D1 DE 59405204D1
Authority
DE
Germany
Prior art keywords
sheet
lock
vertical
pile
pile wall
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.)
Expired - Fee Related
Application number
DE59405204T
Other languages
German (de)
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.)
HSP Hoesch Spundwand und Profil GmbH
Original Assignee
Fried Krupp AG Hoesch Krupp
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 Fried Krupp AG Hoesch Krupp filed Critical Fried Krupp AG Hoesch Krupp
Application granted granted Critical
Publication of DE59405204D1 publication Critical patent/DE59405204D1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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

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)
  • Acyclic And Carbocyclic Compounds In Medicinal Compositions (AREA)
  • Saccharide Compounds (AREA)
  • Wrappers (AREA)

Abstract

A sheet-pile wall for the vertical sealing of liquid-bearing and/or gas-bearing strata, in particular for sealing contaminated earth strata, the sheet piles which form the sheet-pile wall being connected by locks which each consist of two parts interlocking in a hook shape and are sealed with a sealing compound, and a method of producing it. The sheet-pile wall and the method meet all requirements of the current guidelines for constructing vertical diaphragm walls for the construction of landfill sites and the redevelopment of old waste sites, namely, for example, verification of the verticality, verification of the integrity of the locks, means of repairing the lock seal. In order to provide such a sheet-pile wall and method, in each case one part (1) of the lock (2) has longer webs (5, 6) than the other part (7) in the direction of the profile height of the sheet pile (4) towards the hook end, and both parts (1, 7) of the lock (2) form between them a vertical lock chamber (8) which is filled with a sealing compound (9). The procedure used to produce it is that the part of the lock of the trailing sheet pile with the longer webs towards the hook end is subsequently driven into the respectively leading part of the lock of interlocking sheet piles with the shorter webs towards the hook end while the vertical lock chamber is formed, whereupon the lock chamber is filled with the sealing compound. <IMAGE>
DE59405204T 1993-06-09 1994-05-28 Retaining wall Expired - Fee Related DE59405204D1 (en)

Applications Claiming Priority (1)

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

Publications (1)

Publication Number Publication Date
DE59405204D1 true DE59405204D1 (en) 1998-03-12

Family

ID=6489985

Family Applications (1)

Application Number Title Priority Date Filing Date
DE59405204T Expired - Fee Related DE59405204D1 (en) 1993-06-09 1994-05-28 Retaining wall

Country Status (3)

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

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19725454C2 (en) * 1997-06-16 1999-05-20 Georg Wall Sheet pile
NL1010408C2 (en) * 1998-10-27 2000-04-28 Rich Consultancy Forming watertight joint between sheet piles in retaining wall, using sheet piles with male and female joint members that hook together
LU90559B1 (en) * 2000-03-29 2001-10-01 Internat Sheet Piling Company Method for building sheet pile walls
LU90557B1 (en) 2000-03-29 2001-10-01 Internat Sheet Piling Company Method for driving sheet piles
GB2367321B (en) * 2000-09-30 2004-03-17 Corus Uk Ltd Metal sheet piling
DE10107374C1 (en) * 2001-02-16 2002-10-24 Georg Wall Lock joint for piles has channel section on one pile to receive rail on adjacent pile and with fluid expanded seal inside channel
NL1030999C2 (en) * 2006-01-25 2007-07-26 Johannes Gerardus Van Coterlet Method for manufacturing a sheet pile wall, as well as sheet pile board therefor.
US9549657B2 (en) 2011-09-21 2017-01-24 Whirlpool Corporation Dishwasher with multi-piece tub
CN102561314A (en) * 2012-03-05 2012-07-11 张继红 Prefabricated waterproof pile (WSP pile) and inserting and pulling construction method thereof
DK2870296T3 (en) * 2012-07-03 2017-01-02 Arcelormittal Sheet pile
EP3947824A4 (en) * 2019-03-29 2023-01-11 The Trout Group, Inc. Structural sheet spur

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3633575A1 (en) * 1986-10-02 1988-04-07 Niederberg Chemie DOUBLE-LAYER SEAL FOR SLOT WALL
DE3815236A1 (en) * 1988-05-05 1989-11-23 Hoesch Stahl Ag METHOD FOR LOCKING PILE-WALL LOCKS
GB2228760B (en) * 1989-03-03 1993-04-07 Univ Waterloo In-ground barrier

Also Published As

Publication number Publication date
EP0628662A2 (en) 1994-12-14
EP0628662A3 (en) 1995-09-20
ATE163056T1 (en) 1998-02-15
EP0628662B1 (en) 1998-02-04

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Legal Events

Date Code Title Description
8364 No opposition during term of opposition
8327 Change in the person/name/address of the patent owner

Owner name: THYSSEN KRUPP STAHL AG, 40211 DUESSELDORF, DE

8327 Change in the person/name/address of the patent owner

Owner name: HSP HOESCH SPUNDWAND UND PROFIL GMBH, 44147 DORTMU

8339 Ceased/non-payment of the annual fee