EP2309062A1 - Vorrichtung zum Bau einer Pfahlverschalung im Boden - Google Patents

Vorrichtung zum Bau einer Pfahlverschalung im Boden Download PDF

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Publication number
EP2309062A1
EP2309062A1 EP10075587A EP10075587A EP2309062A1 EP 2309062 A1 EP2309062 A1 EP 2309062A1 EP 10075587 A EP10075587 A EP 10075587A EP 10075587 A EP10075587 A EP 10075587A EP 2309062 A1 EP2309062 A1 EP 2309062A1
Authority
EP
European Patent Office
Prior art keywords
receiving member
pile
digging machine
front wall
ground
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.)
Withdrawn
Application number
EP10075587A
Other languages
English (en)
French (fr)
Inventor
Bastiaan Struijk
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.)
B Struijk Holding BV
Original Assignee
B Struijk Holding BV
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 B Struijk Holding BV filed Critical B Struijk Holding BV
Publication of EP2309062A1 publication Critical patent/EP2309062A1/de
Withdrawn legal-status Critical Current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
    • E02D13/02—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers specially adapted for placing or removing bulkheads
    • 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
    • E02D13/04—Guide devices; Guide frames
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/13—Foundation slots or slits; Implements for making these slots or slits

Definitions

  • the invention relates to a device for constructing a pile planking in the ground, said pile planking in particular being formed by concrete pile elements and said device comprising a receiving member, consisting of a front wall and two side walls connected to this for receiving at least one pile element, a substantial vertical pressure beam being movable mounted in said receiving member, between said pressure beam and said front wall pressing means, in the shape of jacks or such like, being mounted for pressing away a pile element from said front wall.
  • Such a device is known by BE 792637 A1 .
  • the receiving member suspends from a carriage being supported onto the ground by means of two beams distanced from each other on either side of said receiving member. Separate jacks being present for moving said receiving member in respect of said carriage.
  • Said vertical extending pressure beam present is said receiving member, being bended such that first a pile element can be lowered onto said bended portion after which said jacks are operated for moving away said beam from said pile element such that this can move downward to its final position.
  • the two side beams of said carriage will have to be supported by the ground on either side of the groove, to obtain a stable positioning of said carriage. This might give difficulties in the case of a sloping ground and a less stable surface of the ground.
  • a disadvantage of said known device is that the ground has to be stable such that the side walls of the groove will not collapse before the receiving member can be brought between them.
  • the device comprises a digging machine, mounted to a tractor in a substantial vertical direction, a groove being formed in the ground by moving said digging machine by means of said tractor, the front wall of said receiving member being fixedly connected to said digging machine, said pressure beam present in said receiving member being a straight beam.
  • said receiving member takes care for direct supporting the side walls of the digged groove such that collapsing of said side walls is prevented.
  • receiving member is moved together with said digging machine by means of said tractor and no separate means are necessary for moving said receiving member.
  • the pile elements are at once positioned in said receiving member over its whole length such that a straight pressure beam can be used for pressing a pile element against a previous positioned one.
  • said at least two jacks divided over the height of the front wall of the receiving member and said pressure beam can have a stroke that is not much larger than the related dimension of the pile element.
  • a device comprising a vertical positioned digging machine for digging a groove. With said digging machine means are connected for guiding a pile element which has to be brought into the ground. No means are present for moving and pressing a pile element toward a previous positoned one and firmly against this. This means that during downwardly moving of a pile element this has to lie firmly against the previous one by which the operation will be counteracted caused by the friction between the various parts.
  • Fig. 1 shows a side view of a device according to the invention during a given step of constructing a pile planking in the ground;
  • Fig. 2 shows a side view corresponding to fig. 1 but in a smaller scale and at the moment that the device is set into operation;
  • Fig. 3 up to 5 show further phases during operation of the device.
  • Figure 1 shows a tractor 1 being coupled to a digging machine 2, such that when the tractor is moved in the direction V in the ground 3 a groove 4 will be shaped.
  • the digging machine 2 is, in the known way, executed as an endless belt or chain 5, provided with blades 6.
  • the width of the blades 6 will substantially correspond to the width of the groove 4 made by it.
  • the ground being transported upwardly will be removed laterally near the upper end of the digging machine 2.
  • the motor compartment 7 of the tractor 1 extends forwardly, such that it serves as a counterweight.
  • the motor is mounted which can drive the tractor 1 as well as the digging machine 2 such as by means of hydraulic motors either in a like way.
  • the receiving member 8 is indicated by somewhat thicker lines.
  • the jacks 12, the pressure beam 13 and parts of the pile elements 14, lying behind the side wall 11 of the receiving member 8, are indicated by drawn lines, although they are essentially not visible in the side view.
  • the upper rims of the elements 14 are perspectively shown.
  • Figure 2 shows the moment that the digging machine 2, coupled to the tractor 1, and the receiving member 8 connected to it, are present above the ground 3.
  • a number of pile elements 14 are positioned by means of the crane 15.
  • the digging machine 2 When the device is put into operation the digging machine 2 will make a groove 4 into the ground 3, such that the digging machine 2, together with the receiving member 8 will gradually move into the ground and the position will be reached shown in figure 3 .

Landscapes

  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
EP10075587A 2009-10-06 2010-10-01 Vorrichtung zum Bau einer Pfahlverschalung im Boden Withdrawn EP2309062A1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL1037361A NL1037361C2 (nl) 2009-10-06 2009-10-06 Werkwijze voor het aanbrengen van een damwand in de grond en inrichting voor toepassing van de werkwijze.

Publications (1)

Publication Number Publication Date
EP2309062A1 true EP2309062A1 (de) 2011-04-13

Family

ID=42126477

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10075587A Withdrawn EP2309062A1 (de) 2009-10-06 2010-10-01 Vorrichtung zum Bau einer Pfahlverschalung im Boden

Country Status (2)

Country Link
EP (1) EP2309062A1 (de)
NL (1) NL1037361C2 (de)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL98924C (de) *
NL6906052A (de) * 1968-07-08 1970-01-12
BE792637A (fr) 1972-12-12 1973-03-30 Smet Hugo A C M Procede pour la mise en place de palplanches et dispositif utilise pourrealiser ce procede.
DE3600663A1 (de) 1986-01-13 1986-06-19 Alfred Dr. 2095 Obermarschacht Hackmack Schlitzverbaugeraet - schlitzverbauverfahren
JPS61151314A (ja) * 1984-12-26 1986-07-10 Koichi Uemura 地中連続壁の施工法及び装置
DE4108873A1 (de) * 1991-03-19 1992-10-08 Johannes Kruse Geraet zur herstellung von schlitzwand-fundamentgruendungen, zur herstellung von stuetzwaenden und von baugrubenaussenwaenden im fraesverfahren
US5409326A (en) * 1994-08-15 1995-04-25 Chou-Shiang Ku Process for planting a row of cement piles on the bed of a river
NL9500213A (nl) * 1995-02-06 1996-09-02 I D S B V I O Werkwijze voor het aanbrengen van een intern dijkscherm in een waterkering.

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL98924C (de) *
NL6906052A (de) * 1968-07-08 1970-01-12
BE792637A (fr) 1972-12-12 1973-03-30 Smet Hugo A C M Procede pour la mise en place de palplanches et dispositif utilise pourrealiser ce procede.
JPS61151314A (ja) * 1984-12-26 1986-07-10 Koichi Uemura 地中連続壁の施工法及び装置
DE3600663A1 (de) 1986-01-13 1986-06-19 Alfred Dr. 2095 Obermarschacht Hackmack Schlitzverbaugeraet - schlitzverbauverfahren
DE4108873A1 (de) * 1991-03-19 1992-10-08 Johannes Kruse Geraet zur herstellung von schlitzwand-fundamentgruendungen, zur herstellung von stuetzwaenden und von baugrubenaussenwaenden im fraesverfahren
US5409326A (en) * 1994-08-15 1995-04-25 Chou-Shiang Ku Process for planting a row of cement piles on the bed of a river
NL9500213A (nl) * 1995-02-06 1996-09-02 I D S B V I O Werkwijze voor het aanbrengen van een intern dijkscherm in een waterkering.

Also Published As

Publication number Publication date
NL1037361C2 (nl) 2011-04-07

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