EP0715027B1 - A method for driving a sheet pile wall - Google Patents

A method for driving a sheet pile wall 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
German (de)
French (fr)
Other versions
EP0715027A1 (en
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/en
Application granted granted Critical
Publication of EP0715027B1 publication Critical patent/EP0715027B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/06Accessories 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.

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  • 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)

Description

  • The invention relates to a method for driving a sheet pile wall as defined in the first part of claim 1.
  • Such a method is known from NL-A-7908262. 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 invention will be hereinafter further described by way of example with reference to the accompanying drawing.
    • Fig. 1 is a perspective view showing how two adjacent sheet piles are entering into mutual engagement, wherein a detection pin of a known type is used;
    • fig. 2A is a cross-sectional view, along the line II-II in fig. 1, in which a second sheet pile, that "runs in the lock", is indicated by dash-dotted lines;
    • fig. 2B is a cross-section as shown in fig. 2A, in which dash-dotted lines designate a second sheet pile, which is about to "run out of the lock";
    • fig. 3 is a perspective view of a detection pin according to the invention, in the form of a sleeve that is clamped on the end of a steel wire cable, said detection pin being intended to be used as a substitution for the detection pin shown in fig. 1; and
    • fig. 4 is a cross-section through the lower end of a sheet pile and a detection pin of fig. 3 inserted therein.
  • In fig. 1 two trapezium-shaped sheet piles of a well-known design are illustrated in a diagrammatic manner and indicated by the reference number 1 and 2; the sheet pile 1 has already been driven to the desired depth into the ground, whereas the sheet pile 2 has to be driven further.
  • The sheet piles 1 and 2 have their longitudinal edges la and 2a respectively in mutual engagement in a well-known manner.
  • Along the free longitudinal edge la of the sheet pile 1, i.e. the longitudinal edge, which has to be brought into engagement with the adjacent longitudinal edge 2a of the next sheet pile 2 to be driven, there is provided 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. 3 and 4 and is in the form of a metal sleeve 4' which is clamped on the distal end of a steel wire cable 6' functioning as a detection line. This sleeve 4' may be readily clamped onto the cable 6' by means of a simple clamping tool and is secured in the lock space 3 by means of one or more tack welds 5, which are provided via the lock space slit 3a.
  • 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.
  • Fig. 2B illustrates the case, in which the sheet pile 2 has partially "run out of the lock" and will - while continuing driving - remain just out of engagement with the detection pin 4 (4'), as a result of which the latter will remain within the lower end of the lock space 3 of the last driven sheet pile 1.
  • This situation can be observed aboveground through the detection line 6 being kept tensioned.
  • In the event the second sheet pile to be driven has a shorter length than the first driven sheet pile 1, so that the lower end of the second sheet pile will not reach the detection pin within the lock space of the driven sheet pile, the difference in length may be compensated by a filling rod of a corresponding length which is dropped into the lock space of the driven sheet pile.

Claims (3)

  1. A method for driving a sheet pile wall by successively driving sheet piles (1, 2), of which the profiled longitudinal edges (1a; 2a) are slidingly engaging one another, into the ground, wherein sheet piles (1, 2) are driven, which are provided below, at the free longitudinal edge (1a; 2a), with a detection pin (4') inserted axially from below into a lock space (3) confined by said longitudinal edge (1a; 2a), the lower end of said pin (4') being connected to a detection line (6') extending upwardly along the outer side of the lock space (3), characterized in that use is made of a detection pin in the form of a sleeve (4') that is clamped on the distal end of a steel wire cable (6') functioning as a detection line, said sleeve (4') being secured in the lock space (3) by a break-connection (5).
  2. A method according to claim 1, characterized in that the break-connection is effected by providing one or more tack welds (5).
  3. Sheet pile, the profiled longitudinal edges (1a; 2a) of which confine a lock space (3) for engagement with the longitudinal edge (2a; 1a) of an adjacent sheet pile, a detection pin (4') being axially inserted within the lower end of the lock space (3) along one of the longitudinal edges (la; 2a), said detection pin (4') having its lower end connected to a detection line (6'), characterized in that use is made of a detection pin in the form of a sleeve (4) that is clamped on the distal end of a steel wire cable (6') functioning as a detection line, said sleeve (4') being secured in the lock space (3) by one or more tack welds (5).
EP19950201649 1994-12-02 1995-06-16 A method for driving a sheet pile wall Expired - Lifetime EP0715027B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL9402032A NL193027C (en) 1994-12-02 1994-12-02 Method for striking a sheet pile wall.
NL9402032 1994-12-02

Publications (2)

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

Family

ID=19864966

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19950201649 Expired - Lifetime EP0715027B1 (en) 1994-12-02 1995-06-16 A method for driving a sheet pile wall

Country Status (3)

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

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1018647C2 (en) * 2001-07-27 2003-01-28 Hoffmann Bodemtech Lock control device.
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.

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL172578C (en) * 1979-11-12 1983-09-16 Hollandsche Betongroep Nv METHOD FOR DRILLING PAPERBOARDS INTO THE GROUND AND SEALING THE DAMING WALL, AND APPARATUS FOR APPLYING THE METHOD
NL9102123A (en) 1991-12-18 1993-07-16 Aannemingsbedrijf Zeiderveld A Device for monitoring the position of sheet pile sections with respect to one another

Also Published As

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

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