EP0341193B1 - Holmgurtabdeckung für eine Spundbohlen und Verfahren zur Anbringung einer Holmgurtabdeckung auf eine Spundwand - Google Patents

Holmgurtabdeckung für eine Spundbohlen und Verfahren zur Anbringung einer Holmgurtabdeckung auf eine Spundwand Download PDF

Info

Publication number
EP0341193B1
EP0341193B1 EP89710037A EP89710037A EP0341193B1 EP 0341193 B1 EP0341193 B1 EP 0341193B1 EP 89710037 A EP89710037 A EP 89710037A EP 89710037 A EP89710037 A EP 89710037A EP 0341193 B1 EP0341193 B1 EP 0341193B1
Authority
EP
European Patent Office
Prior art keywords
head cover
sheet pile
sheet
pile wall
section
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 - Lifetime
Application number
EP89710037A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0341193A3 (en
EP0341193A2 (de
Inventor
Manfred Dipl.-Ing. Pruchhorst
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.)
Krupp Hoesch Stahl AG
Original Assignee
Hoesch Stahl AG
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 Hoesch Stahl AG, Krupp Hoesch Stahl AG filed Critical Hoesch Stahl AG
Publication of EP0341193A2 publication Critical patent/EP0341193A2/de
Publication of EP0341193A3 publication Critical patent/EP0341193A3/de
Application granted granted Critical
Publication of EP0341193B1 publication Critical patent/EP0341193B1/de
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

Definitions

  • the invention relates to a spar belt cover in the form of a U-profile made of steel with parallel flanges for a sheet pile wall made of sheet piles, the U-profile with its flanges can be plugged onto the sheet pile wall, and a method for attaching a spar belt cover to a sheet pile wall.
  • the rear flange of the U-profile forming the spar belt cover has recesses with which it is supported on the web of the sheet pile wall, the inner transition of the front flange to the web of the U-profile directly on the front , top edge of the flange of the sheet pile rests (DE-PS 27 39 964).
  • This spar strap cover has proven itself because it can be easily installed under water without welding and / or screwing.
  • the spar belt cover itself can be prepared in the factory in individual elements; however, it is only suitable for floating sheet piling.
  • the invention has for its object to improve the known spar strap cover explained above such that it can also transmit transverse forces to the sheet pile wall and can also be used as a strap.
  • the solution to the problem is that on the inside of the web of the U-profile in the areas of the sheet pile mountains and valleys short sections of another U-profile of smaller width are attached, preferably welded, the width of which is such that the distance between the flanges of the first U-profile and the flanges of the further U-profile is slightly larger than the thickness of the sheet piles.
  • the spar belt cover according to the invention is easy to manufacture and requires no additional parts, such as clips or the like.
  • a further step of the invention enables an improvement of the spar belt cover in the area of an inclined anchor and also leads to an improvement of the sheet pile itself in this area, namely in that the sections of the further U-profile arranged in the area of an inclined anchor each have that of the inclined anchor facing flange is pulled far down and designed as an anchor plate, the anchor plate having a recess surrounding the anchor post of the inclined bearing with little play.
  • the spaces between the flanges of the U-profiles forming the spar belt cover and the sheet piles are filled with an adhesive. This results in a firm connection between sheet pile wall and spar belt cover after the adhesive has reacted.
  • the spar belt cover according to the invention ensures not only a perfect transmission of the transverse forces, but also a perfect transmission of the anchor tensile forces.
  • the attachment of the spar strap cover according to the invention is carried out in a development of the invention in such a way that the spaces between the flanges of the U-profiles forming the spar strap cover are filled with an adhesive and then the spar strap cover is plugged onto the sheet pile wall formed by the sheet piles. This ensures that all contact points of the U-profiles and the sheet pile are adequately provided with adhesive.
  • Another method according to the invention is that when a spar belt cover is attached to a sheet pile wall in the area of an inclined anchor, an adhesive is applied to all surfaces of the anchor plate and the structural parts to be connected before the spar belt cover is placed on the sheet pile wall and before the structural parts of the anchored anchor are assembled and only then the construction parts are assembled and attached to the anchor plate.
  • Inclined anchors and support brackets have been welded together in the factory.
  • the sheet pile according to Fig. 1 in which the cut surfaces with respect to the scale by thick solid lines are shown, consisting of sheet piles 2 connected by locks 1, on which a spar belt cover 3 is placed (see FIG. 2).
  • the spar belt cover 3 is formed by a U-profile 3.1, the parallel flanges of which grip the sheet piles 2 with play. Short sections of a further U-profile 3.2 of smaller width are welded to the inside of the web of the U-profile 3.1 at precisely dimensioned distances adapted to the course of the sheet pile wall.
  • the width of the sections of the further U-section 3.2 is dimensioned such that the distance between the flanges of the first U-section 3.1 and the flanges of the further U-section 3.2 is somewhat larger than the thickness of the sheet piles 2.
  • the gaps between the Flanges of the U-profiles 3.1 and 3.2 and the sheet piles 2 are filled with an adhesive 4.
  • An inclined anchor 5 supporting the sheet pile wall is indicated by a dash-dotted line.
  • the spaces between the flanges of the U-profiles 3.1 and 3.2 forming the spar belt cover 3 are filled with an adhesive 4. After the adhesive 4 has reacted, a firm connection is created between the sheet pile wall and the spar belt cover, so that a perfect transmission of the transverse forces is ensured.
  • the flange facing the inclined anchor 5 is pulled down far and serves as an anchor plate 6.
  • the anchor plate 6 has a cutout 6.1 (FIG. 5) that supports the Anchor pile 5.1 of the angled anchor 5 encloses with little play so that the sheet pile wall remains as tight as possible.
  • the back of the sheet pile 2 is provided with a window 2.1.
  • the both side support brackets 7 are wedge-shaped and are thus adapted to the planned inclination.
  • connection of all structural parts of the inclined anchor 5 to one another and to the anchor plate 6 is carried out by means of an adhesive which is applied to the affected areas of the anchor plate 6 and the structural parts before the spar belt cover is fitted and before the structural parts are assembled.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (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)
  • Bulkheads Adapted To Foundation Construction (AREA)
EP89710037A 1988-05-05 1989-05-03 Holmgurtabdeckung für eine Spundbohlen und Verfahren zur Anbringung einer Holmgurtabdeckung auf eine Spundwand Expired - Lifetime EP0341193B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3815235A DE3815235A1 (de) 1988-05-05 1988-05-05 Holmgurtabdeckung fuer eine spundwand und verfahren zur anbringung einer holmgurtabdeckung auf eine spundwand
DE3815235 1988-05-05

Publications (3)

Publication Number Publication Date
EP0341193A2 EP0341193A2 (de) 1989-11-08
EP0341193A3 EP0341193A3 (en) 1990-12-05
EP0341193B1 true EP0341193B1 (de) 1992-12-30

Family

ID=6353648

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89710037A Expired - Lifetime EP0341193B1 (de) 1988-05-05 1989-05-03 Holmgurtabdeckung für eine Spundbohlen und Verfahren zur Anbringung einer Holmgurtabdeckung auf eine Spundwand

Country Status (2)

Country Link
EP (1) EP0341193B1 (enrdf_load_stackoverflow)
DE (2) DE3815235A1 (enrdf_load_stackoverflow)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3939702A1 (de) * 1989-12-01 1991-06-06 K Steube Unterbau fuer eine behelfsbruecke
NL9400649A (nl) * 1994-04-22 1995-12-01 Marinus Petrus Johannes Kouter Werkwijze voor het vervaardigen van een afdekking van een damwand alsmede deksloof.
DE19546861C1 (de) * 1995-11-24 1997-06-05 Hirdes Gmbh Heinrich Holmgurtabdeckung für Spundwände
DE19620734C1 (de) * 1996-05-23 1997-10-16 Hirdes Gmbh Heinrich Verfahren zur Herstellung einer Anschlußvorrichtung eines Ankers an einer Spundwand
DE19716467C2 (de) * 1997-04-21 2000-10-26 Thyssenkrupp Stahl Ag Spundwandkonstruktion
DE19744551C1 (de) * 1997-10-09 1998-12-10 Wilhelm Cornelius Spundwand
DE19819074C1 (de) * 1998-04-29 1999-10-07 Tiefbau Gmbh Unterweser Spundwand
DE10259876B3 (de) * 2002-12-20 2004-04-01 Wilhelm Cornelius Spundwand

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1933483A (en) * 1932-04-20 1933-10-31 Raymond P Pennoyer Wall construction
US2865180A (en) * 1953-12-23 1958-12-23 Great Lakes Dredge & Dock Comp Sheet piling wall structure
FR2032112A5 (enrdf_load_stackoverflow) * 1969-02-19 1970-11-20 Wendel Sidelor
DE2739964C3 (de) * 1977-09-06 1980-03-27 Hoesch Werke Ag, 4600 Dortmund Holmabdeckung
DE2804902C2 (de) * 1978-02-06 1985-11-14 Hoesch Ag, 4600 Dortmund Spundwandabdeckung
US4674921A (en) * 1984-05-04 1987-06-23 Berger Lawrence E Seawall

Also Published As

Publication number Publication date
EP0341193A3 (en) 1990-12-05
DE3815235C2 (enrdf_load_stackoverflow) 1992-04-09
EP0341193A2 (de) 1989-11-08
DE3815235A1 (de) 1989-11-16
DE58903140D1 (de) 1993-02-11

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