EP1482094B1 - Apparatus for arranging a pile in the ground for foundation or sheet piling purposes - Google Patents

Apparatus for arranging a pile in the ground for foundation or sheet piling purposes Download PDF

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Publication number
EP1482094B1
EP1482094B1 EP20040076531 EP04076531A EP1482094B1 EP 1482094 B1 EP1482094 B1 EP 1482094B1 EP 20040076531 EP20040076531 EP 20040076531 EP 04076531 A EP04076531 A EP 04076531A EP 1482094 B1 EP1482094 B1 EP 1482094B1
Authority
EP
European Patent Office
Prior art keywords
tube
ground
pile
ram
form part
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
EP20040076531
Other languages
German (de)
French (fr)
Other versions
EP1482094A1 (en
Inventor
Pieter Van 't Wout
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.)
IJB HEIPALEN B.V.
Original Assignee
Heifu 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 Heifu BV filed Critical Heifu BV
Publication of EP1482094A1 publication Critical patent/EP1482094A1/en
Application granted granted Critical
Publication of EP1482094B1 publication Critical patent/EP1482094B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/72Pile shoes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes

Definitions

  • the invention relates to an apparatus for arranging a pile in the ground for foundation or sheet piling purposes, which pile consists of concrete or suchlike curable material, which apparatus comprises a vertically standing guide, a tube movable up and downward therealong, a ram acting thereon for the purpose of striking or forcing this tube into the ground, means for driving the ram and means for finally retracting the tube from the ground.
  • Such an apparatus is known for instance from FR 676 882. It is generally known to manufacture foundation piles by forcing a retractable tube into the ground, which tube is then filled with a curable material, for instance concrete, optionally provided with a reinforcement. With retraction of the tube the partially cured material with the reinforcement remains in the ground and, after curing, forms a foundation pile which supports on a bearing layer in the ground.
  • a curable material for instance concrete
  • the invention has for its object to provide an apparatus with which different types of pile can be made in the ground, and not only foundation piles but also piles for sheet piling purposes, for which purpose a sheet pile is formed by carrying a number of piles at a time into the ground parallel to and adjacently of each other, and subsequently filling the intermediate space with piles of other dimensions such that a closed sheet pile is created.
  • the apparatus according to the invention is distinguished in that the tube is provided at the bottom end with a replaceable mouth piece with an axial passage for liquid curable material consisting of an upper part received close-fittingly in and removably from the cylindrical bottom end of the tube, and a form part at the lower end thereof which form part protrudes out of this bottom end and has an outer circumference equal to the desired outer circumference of the pile.
  • the final pile is formed by the dimension of the replaceable part when the tube and mouthpiece are retracted from the ground.
  • this dimension can differ from the dimension of the tube, and even have an oval-shaped or even rectangular or square cross-sectional form.
  • the invention further relates to an apparatus with which the tube can be forced into the ground with low noise and low vibration, for which purpose the tube is provided with a ram arranged therein.
  • This ram remains together with a stop in the underside of the tube, whereby the sound is blocked by the tube itself.
  • a feed tube can be arranged therethrough, through which the curable material is carried.
  • the replaceable form part on the underside herein has an axial passage through the first and second part thereof, which has a suitable progression such that the passage connects on one side to the passage of the inner tube and on the other side has an inner configuration adapted to the desired pile form.
  • the stop in the tube can be formed by two or more ring segments, wherein the replaceable form part is also provided with segments of the same shape such that these can co-act to obtain a releasable connection.
  • Figure 1 shows schematically a vertical guide (1) which can be of random type and which depends on the manner in which the tube (2) is forced into the ground.
  • the tube is held fixedly along guide (1) by means of guided brackets (3) such that it is forced into the ground by means of a ram (4), this being further elucidated below.
  • the ram is movable up and downward in the tube by means of hydraulic cylinders (5) and supports on a stop (6) arranged fixedly in the bottom end of tube (2).
  • Ram (4) is already embodied for passage of a feed pipe (7) which is provided on the top end with a connecting flange (8) for supply of the curable material.
  • a mouthpiece 10 which has a particular form and which is arranged removably in the bottom end of tube (2).
  • Mouthpiece (10) is shown on larger scale in figure 3. It consists of a cylindrical body (11) which has a narrowed part (12) at the top end and a form part (13) at the bottom end protruding outside tube (2).
  • the upper part (12) is embodied with a recess (14) into which protrudes the stop (6) which is fixedly connected to tube (2).
  • Stop part (6) consists of two ring segments located opposite each other which in the shown embodiment have a width of 90 degrees of arc.
  • a protruding flange with the form of a segment of a circle (15) can be fed through in each case above the narrowed part (14).
  • By rotating the form part (11) through 90 degrees these flanges (15) will come to lie on top of stops (6), wherein this angular position can be blocked by means of locking pins or bolts (16).
  • the ram (4) will not contact stop (6) directly but via flanges (15).
  • the form part can easily be replaced by another form part by first removing securing bolts (14) and rotating the form part through a quarter-turn, whereby it drops out of the bottom end of tube (2).
  • the passage D of the form part defines the size or dimension of the foundation pile.
  • the upper part of the passage fits onto the inner diameter of feed pipe (7) and has a smooth progression to the end face (17) that ultimately determines the cross-section of the pile.
  • the diameter of the passage is deemed to be the same over the cross-section, whereby a cylindrical pile is obtained.
  • Figure 4 has an oval-shaped passage that can be seen in figure 5. It is also possible to remove the form part from the bottom end, whereby piles can even be made which are thicker than tube (2) and also have a square cross-sectional form, see figure 7.
  • ram (4) is not arranged in tube (2) in the manner shown but acts on the top of the end part of tube (2).
  • This can be a ram but can equally well be a vibrating unit.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)

Description

  • The invention relates to an apparatus for arranging a pile in the ground for foundation or sheet piling purposes, which pile consists of concrete or suchlike curable material, which apparatus comprises a vertically standing guide, a tube movable up and downward therealong, a ram acting thereon for the purpose of striking or forcing this tube into the ground, means for driving the ram and means for finally retracting the tube from the ground.
  • Such an apparatus is known for instance from FR 676 882. It is generally known to manufacture foundation piles by forcing a retractable tube into the ground, which tube is then filled with a curable material, for instance concrete, optionally provided with a reinforcement. With retraction of the tube the partially cured material with the reinforcement remains in the ground and, after curing, forms a foundation pile which supports on a bearing layer in the ground.
  • Such retractable tubes are normally carried into the ground by a ram or by vibration. The tube is sealed on the underside with a lost foot plate which remains behind in the ground. It will be apparent that the form of the pile is determined wholly by the diameter of the tube to be placed in the ground. The invention has for its object to provide an apparatus with which different types of pile can be made in the ground, and not only foundation piles but also piles for sheet piling purposes, for which purpose a sheet pile is formed by carrying a number of piles at a time into the ground parallel to and adjacently of each other, and subsequently filling the intermediate space with piles of other dimensions such that a closed sheet pile is created.
  • The apparatus according to the invention is distinguished in that the tube is provided at the bottom end with a replaceable mouth piece with an axial passage for liquid curable material consisting of an upper part received close-fittingly in and removably from the cylindrical bottom end of the tube, and a form part at the lower end thereof which form part protrudes out of this bottom end and has an outer circumference equal to the desired outer circumference of the pile.
  • Owing to the replaceable mouthpiece on the bottom end of the tube, which mouthpiece is also closed by means of a lost end flange, the final pile is formed by the dimension of the replaceable part when the tube and mouthpiece are retracted from the ground. Depending on the pile dimension, this dimension can differ from the dimension of the tube, and even have an oval-shaped or even rectangular or square cross-sectional form.
  • The invention further relates to an apparatus with which the tube can be forced into the ground with low noise and low vibration, for which purpose the tube is provided with a ram arranged therein. This ram remains together with a stop in the underside of the tube, whereby the sound is blocked by the tube itself. By moreover giving the descending body a hollow form a feed tube can be arranged therethrough, through which the curable material is carried. The replaceable form part on the underside herein has an axial passage through the first and second part thereof, which has a suitable progression such that the passage connects on one side to the passage of the inner tube and on the other side has an inner configuration adapted to the desired pile form.
  • According to the invention the stop in the tube can be formed by two or more ring segments, wherein the replaceable form part is also provided with segments of the same shape such that these can co-act to obtain a releasable connection.
  • Above mentioned and other features of the invention will be further elucidated with reference to the figure description hereinbelow of a number of embodiments.
    • Figure 1 shows a schematic standing side view of an apparatus according to the invention provided with a replaceable form part,
    • figure 2 shows a cross-section along the line A-A in figure 1,
    • figure 3 shows an axial section of the form part on enlarged scale,
    • figures 4 and 5 show an axial section corresponding with figure 3 of a variant of the mouthpiece and a bottom view of the mouthpiece of figure 4,
    • figure 6 shows a second variant of the mouthpiece according to the invention,
    • figure 7 shows a bottom view of the mouthpiece of figure 6.
  • Corresponding components are shown in the figures with the same reference numerals.
  • Figure 1 shows schematically a vertical guide (1) which can be of random type and which depends on the manner in which the tube (2) is forced into the ground. The tube is held fixedly along guide (1) by means of guided brackets (3) such that it is forced into the ground by means of a ram (4), this being further elucidated below. The ram is movable up and downward in the tube by means of hydraulic cylinders (5) and supports on a stop (6) arranged fixedly in the bottom end of tube (2).
  • Ram (4) is already embodied for passage of a feed pipe (7) which is provided on the top end with a connecting flange (8) for supply of the curable material.
  • According to the invention there is arranged on the bottom end a mouthpiece (10) which has a particular form and which is arranged removably in the bottom end of tube (2).
  • Mouthpiece (10) is shown on larger scale in figure 3. It consists of a cylindrical body (11) which has a narrowed part (12) at the top end and a form part (13) at the bottom end protruding outside tube (2).
  • The upper part (12) is embodied with a recess (14) into which protrudes the stop (6) which is fixedly connected to tube (2). Stop part (6) consists of two ring segments located opposite each other which in the shown embodiment have a width of 90 degrees of arc. In the space between ring segments (6) a protruding flange with the form of a segment of a circle (15) can be fed through in each case above the narrowed part (14). By rotating the form part (11) through 90 degrees these flanges (15) will come to lie on top of stops (6), wherein this angular position can be blocked by means of locking pins or bolts (16).
  • In this embodiment the ram (4) will not contact stop (6) directly but via flanges (15). The form part can easily be replaced by another form part by first removing securing bolts (14) and rotating the form part through a quarter-turn, whereby it drops out of the bottom end of tube (2).
  • According to the invention the passage D of the form part defines the size or dimension of the foundation pile. The upper part of the passage fits onto the inner diameter of feed pipe (7) and has a smooth progression to the end face (17) that ultimately determines the cross-section of the pile. In figure 3 the diameter of the passage is deemed to be the same over the cross-section, whereby a cylindrical pile is obtained.
  • Figure 4 has an oval-shaped passage that can be seen in figure 5. It is also possible to remove the form part from the bottom end, whereby piles can even be made which are thicker than tube (2) and also have a square cross-sectional form, see figure 7.
  • As is known, the bottom end of form part (11) is closed during use by a lost end flange (not shown) which remains behind in the ground.
  • The method of use is also assumed to be known and has already been described above in the introduction.
  • Different variants are possible according to the invention, wherein ram (4) is not arranged in tube (2) in the manner shown but acts on the top of the end part of tube (2). This can be a ram but can equally well be a vibrating unit.
  • The invention, as defined by the appended claims, is not limited to the above described embodiments.

Claims (5)

  1. Apparatus for arranging a pile in the ground for foundation or sheet piling purposes, which pile consists of liquid curable material, such as concrete, which apparatus comprises a vertically standing guide (1), a tube(2) movable up and downward therealong, a ram (4) acting thereon for the purpose of striking or forcing this tube into the ground, means (5) for driving the ram and means for finally retracting the tube from the ground, characterized in that the tube is provided at the bottom end with a replaceable mouth piece (10) with an axial passage for liquid curable material consisting of an upper part received close-fittingly in and removably from the cylindrical bottom end of the tube (2), and a form part (13) at the lower end thereof which form part (13) protrudes out of this bottom end and has an outer circumference equal to the desired outer circumference of the pile.
  2. Apparatus as claimed in claim 1, suitable for forcing the tube (2) into the ground with low noise and low vibration, characterized in that said ram (4) has a passage through which an inner tube (7) is arranged for feed of the liquid curable material, the axial passage of the upper part (12) and form part (13) having a suitable progression such that it connects on one side to the passage at the lower end of said inner tube (7) and on the other side has an inner configuration adapted to the desired pile form.
  3. Apparatus as claimed in claim 1 or 2, characterized in that the ram supports on a stop (6) arranged fixedly at the end of the tube, which stop is formed by two or more ring segments, and that the replaceable form part is provided with segments of the same shape.
  4. Apparatus as claimed in claim 2 or 3, characterized in that one or more locking pins (16) are arranged in the ring segments.
  5. Apparatus as claimed in claims 2-4, characterized in that the ram is embodied as a cylindrical body extending between the inner wall of the tube and round the inner tube.
EP20040076531 2003-05-26 2004-05-25 Apparatus for arranging a pile in the ground for foundation or sheet piling purposes Expired - Fee Related EP1482094B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL1023531 2003-05-26
NL1023531A NL1023531C2 (en) 2003-05-26 2003-05-26 Device for installing a pile in the ground for foundation or sheet pile purposes.

Publications (2)

Publication Number Publication Date
EP1482094A1 EP1482094A1 (en) 2004-12-01
EP1482094B1 true EP1482094B1 (en) 2007-03-14

Family

ID=33129159

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20040076531 Expired - Fee Related EP1482094B1 (en) 2003-05-26 2004-05-25 Apparatus for arranging a pile in the ground for foundation or sheet piling purposes

Country Status (3)

Country Link
EP (1) EP1482094B1 (en)
DE (1) DE602004005262T2 (en)
NL (1) NL1023531C2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2312060B1 (en) 2009-10-16 2012-09-26 IHC Holland IE B.V. System for and method of installing foundation elements in an underwater ground formation
NL2012858B1 (en) 2014-05-22 2016-03-15 Ihc Holland Ie Bv Tubular foundation element, assembly and method for installing tubular foundation elements in a ground formation.
JP6408833B2 (en) * 2014-08-28 2018-10-17 株式会社技研製作所 Square pillar pile
CN113073644B (en) * 2021-03-22 2022-03-29 西南石油大学 Automatic drilling type seabed piling device and method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR676882A (en) * 1929-06-19 1930-02-28 Driving process, without bell and according to any inclination, piles molded in the ground
GB571637A (en) * 1943-12-29 1945-09-03 Andrew Hood Improvements in or relating to the manufacture of in situ concrete piles, walls, coffer-dams and the like
DE2727507A1 (en) * 1977-06-18 1979-01-04 Mueller Ludwig I=shaped pile for driving into soil - has end shoe held by two keys and internal supports

Also Published As

Publication number Publication date
DE602004005262T2 (en) 2008-01-10
NL1023531C2 (en) 2004-11-29
DE602004005262D1 (en) 2007-04-26
EP1482094A1 (en) 2004-12-01

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