EP0715027B1 - Verfahren zum Eintreiben einer Spundbohlenwand - Google Patents

Verfahren zum Eintreiben einer Spundbohlenwand Download PDF

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Publication number
EP0715027B1
EP0715027B1 EP19950201649 EP95201649A EP0715027B1 EP 0715027 B1 EP0715027 B1 EP 0715027B1 EP 19950201649 EP19950201649 EP 19950201649 EP 95201649 A EP95201649 A EP 95201649A EP 0715027 B1 EP0715027 B1 EP 0715027B1
Authority
EP
European Patent Office
Prior art keywords
sheet pile
lock space
detection pin
detection
sleeve
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
EP19950201649
Other languages
English (en)
French (fr)
Other versions
EP0715027A1 (de
Inventor
Tijmen Van Halteren
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 EP0715027A1 publication Critical patent/EP0715027A1/de
Application granted granted Critical
Publication of EP0715027B1 publication Critical patent/EP0715027B1/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
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/06—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers for observation while placing

Definitions

  • the invention relates to a method for driving a sheet pile wall as defined in the first part of claim 1.
  • the detection pin used therein is in the form of a bolt having an enlarged foot that bears on the lower edge of the sheet pile portion surrounding the lock space.
  • the detection line is fastened laterally to said enlarged foot.
  • the invention provides a method of the type above referred to which distinguishes from the well-known method by the features of the second part of claim 1.
  • the invention also relates to a sheet pile for use with the above method, said sheet pile having the features as defined in claim 3.
  • the sheet piles 1 and 2 have their longitudinal edges la and 2a respectively in mutual engagement in a well-known manner.
  • a "lock space" 3 In the lower end of this lock space, which has a substantially triangular cross-section, a detection pin 4 is inserted and a detection line 6 is anchored in the lower end face of the pin 4.
  • the detection line extends upwardly along the outer side of the lock space wall 1b (fig. 2).
  • the detection pin 4 shown in fig. 1 is of a type according to the prior art above referred to.
  • the detection pin according to the invention, which is intended to be substituted for the detection pin 4 in fig. 1, is shown in fig.
  • Fig. 2A illustrates the case, in which the sheet pile 2 is "properly engaged” and will - while driving is continued - get with the lower end of its longitudinal edge 2a in engagement with the upper end of the detection pin 4 (4') as a result of which the latter will be finally expelled from the lower end of the lock space 3 of the pile sheet 1, while the tack weld(s) 5 are broken off.
  • This situation can be observed above ground through the detection line 6 becoming slack.

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)
  • Bulkheads Adapted To Foundation Construction (AREA)

Claims (3)

  1. Verfahren zum Eintreiben einer Spundbohlenwand, indem aufeinanderfolgend Spundbohlen (1, 2) in den Boden eingetrieben werden, deren profilierte Längskanten (1a; 2a) gleitend ineinandergreifen, wobei Spundbohlen (1, 2) verwendet werden, die unten an der freien Längskante (1a; 2a) mit einem achsial von unten in den von der Längskante (1a; 2a) begrenzten Schlossraum (3) gesteckten Überwachungsbolzen (4') versehen sind, von welchem Bolzen (4') das untere Ende mit einer an der Aussenseite des Schlossraumes (3) entlang nach oben laufenden Überwachungsleine (6') verbunden ist, dadurch gekennzeichnet, dass ein Überwachungsbolzen in Form einer auf dem unteren Ende eines als Überwachungsleine funktionierenden Drahtseils (6') geklemmten Buchse (4') verwendet wird, welche Buchse (4') im Schlossraum (3) durch eine Sollbruchverbindung (5') gehalten wird.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Sollbruchverbindung durch eine oder mehrere Heftschweissungen gebildet wird.
  3. Spundbohle, deren profilierte Längskanten (la; 2a) einen Schlossraum (3) zum Eingriff mit der Längskante (2a; 1a) einer angrenzenden Spundbohle begrenzen, wobei ein Überwachungsbolzen (4') in achsialer Richtung in das untere Ende des Schlossraumes (3) an einer der Längskanten (1a; 2a) gesteckt ist, welcher Überwachungsbolzen (4') mit seinem unteren Ende mit einer Überwachungsleine (6') verbunden ist, dadurch gekennzeichnet, dass ein Überwachungsbolzen in Form einer auf dem unteren Ende eines als Überwachungsleine funktionierenden Drahtseils (6') geklemmten Buchse (4) verwendet wird, welche Buchse (4') mittels einer oder mehrerer Heftschweissungen (5) im Schlossraum (3) fixiert ist.
EP19950201649 1994-12-02 1995-06-16 Verfahren zum Eintreiben einer Spundbohlenwand Expired - Lifetime EP0715027B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL9402032A NL193027C (nl) 1994-12-02 1994-12-02 Werkwijze voor het slaan van een damwand.
NL9402032 1994-12-02

Publications (2)

Publication Number Publication Date
EP0715027A1 EP0715027A1 (de) 1996-06-05
EP0715027B1 true EP0715027B1 (de) 1997-09-03

Family

ID=19864966

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19950201649 Expired - Lifetime EP0715027B1 (de) 1994-12-02 1995-06-16 Verfahren zum Eintreiben einer Spundbohlenwand

Country Status (3)

Country Link
EP (1) EP0715027B1 (de)
DE (1) DE69500654T2 (de)
NL (1) NL193027C (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1018647C2 (nl) 2001-07-27 2003-01-28 Hoffmann Bodemtech Slotcontrole-inrichting.
NL1030999C2 (nl) 2006-01-25 2007-07-26 Johannes Gerardus Van Coterlet Werkwijze voor het vervaardigen van een damwand, alsmede damwandplank daarvoor.

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL172578C (nl) * 1979-11-12 1983-09-16 Hollandsche Betongroep Nv Werkwijze voor het in de grond heien van damplanken en het afdichten van de damwand, alsmede inrichting voor het toepassen van de werkwijze.
NL9102123A (nl) 1991-12-18 1993-07-16 Aannemingsbedrijf Zeiderveld A Inrichting voor het controleren van de stand van damwandprofielen ten opzichte van elkaar.

Also Published As

Publication number Publication date
NL193027B (nl) 1998-04-01
NL9402032A (nl) 1996-07-01
DE69500654D1 (de) 1997-10-09
EP0715027A1 (de) 1996-06-05
NL193027C (nl) 1998-08-04
DE69500654T2 (de) 1998-01-22

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