EP0029273A1 - Verfahren zur Herstellung einer Spundwand und nach diesem Verfahren hergestellte Wand - Google Patents

Verfahren zur Herstellung einer Spundwand und nach diesem Verfahren hergestellte Wand Download PDF

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Publication number
EP0029273A1
EP0029273A1 EP80201084A EP80201084A EP0029273A1 EP 0029273 A1 EP0029273 A1 EP 0029273A1 EP 80201084 A EP80201084 A EP 80201084A EP 80201084 A EP80201084 A EP 80201084A EP 0029273 A1 EP0029273 A1 EP 0029273A1
Authority
EP
European Patent Office
Prior art keywords
piles
sheet
screen
wall
driven
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.)
Ceased
Application number
EP80201084A
Other languages
English (en)
French (fr)
Inventor
Jacob Leguijt
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.)
Mannesmann Nederland NV
Original Assignee
Mannesmann Nederland NV
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 Mannesmann Nederland NV filed Critical Mannesmann Nederland NV
Publication of EP0029273A1 publication Critical patent/EP0029273A1/de
Ceased 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

  • a method of making a sheet-pile wall and a wall made by said method is a method of making a sheet-pile wall and a wall made by said method.
  • This invention relates to a method of making a retaining wall, in particular a composite wall composed of piles, driven into the ground in spaced relationship and sheet piles interconnecting said piles and connected to each other and to said piles by means of interlocks.
  • Such walls in which the piles consist of singular or composite double-T sections interconnected by sheet piles of bent cross-sectional shape are known in the art.
  • the double-T sections are driven into the ground with their flanges extending in the longitudinal direction of the wall.
  • a flexible screen which is placed as a whole by either driving in all the sheet piles simultaneously or driving them in incrementally and alternately at least two at a time, the sheet piles being placed in such an arrangement that, in horizontal section, their respective coupling points are spaced on a curve.
  • the direction of curvature will he selected in dependence upon the specific application so that the screen is pre- domimantly subjected to tensile forces from ground and/or water and/or air present on opposite sides thereof.
  • the ground between the driven-in piles may be loosened before th.e flexible screen is driven in.
  • the coupling points lie on a curved line, i.e. the interlocks lie on a curved cylindrical surface
  • the sum of the clearance present in the interlocks imparts sufficient flexibility to the screen for compensating for major deviations in pile orientation both longitudinally of the wall and at right angles thereto.
  • the piles used for making the composite wall according to the present invention are preferably tubular piles.
  • the screen comprises at least two, but preferably at least three piles to ensure good flexibility.
  • the invention also relates to a composite sheet-pile wall made in accordance with the invention.
  • the compos-ite sheet-pile wall comprises tubular piles driven into the ground in spaced relationship, which piles are on their facing sides equipped with one or more lock needles, with a flexible screen of sheet piles extending between the piles, said sheet piles being interconnected by interlocks, which screen comprises at least two sheet piles and is connected to the pile lock needles, said lock needles and the interlocks between the sheet piles extending in a curved surface.
  • the sheet piles may each be of curved cross-sectional configuration.
  • the lock needles connected to the tubular piles may be of duplicate construction so that a second screen may be driven in between two successive tubular piles, which second screen is curved away from the first screen.
  • the space between the screens can be emptied and thus be made accessible for inspection in an easy manner, or it may be filled with concrete
  • the drawing shows in plan view two driven-in tubular piles 1 and 2 provided on opposite sides with a double lock needle 3.
  • the lock needles need not be in exact diametrical opposition to each other. It is sufficient for them to be provided on the facing sides of the piles.
  • Extending between the piles is a flexible screen 4, which is curved towards the water side, designated by W.
  • Screen 4 is composed of a plurality of sheet piles 5, which preferably each have a cross-sectional shape with a radius of curvature approximately corresponding to that of the entire screen 4.
  • the sheet piles 5 have clutches 6 and 7, a clutch 6 being adapted to be slipped into a clutch 7 to form a water retaining lock.
  • clutches 6, 7 engage with one half of the double lock needles 3 secured to tubes 1, 2.
  • the facing lock needles 3 and locks 6, 7 of screen 4 are located on a line curved towards the water side W. According as the curvature of the screen 4 is greater, and according as the screen comprises a larger number of sheet piles 5, the flexibility of the screen is greater.
  • the use of double lock needles 3 makes it possible to provide a second screen 4', shown dotted in the drawing, between piles 1 and 2 for inspection purposes, which. screen 4' is curved towards the land side designated by L. The space between screens 4 and 4' can be emptied for inspection of screen 4. Screen 4' can be removed again after the inspection or, if desired, the interspace may be filled with concrete.
  • the piles may be anchored in the conventional manner.
  • the invention is not limited to the embodiment described.
  • various pile configurations and sheet pile configurations may be used, but the advantage contemplated by the invention is best realizible using round piles, in particular tubular piles, and as many flat, slightly curved sheet piles as ' possible, at least two.
  • the screen can adapt itself to possible non-parallellism of the piles and, if any deformation stress occurs at all, this will be a, slight, torsional stress in the individual sheet piles, which will not lead to the locks being forced.

Landscapes

  • 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)
EP80201084A 1979-11-12 1980-11-12 Verfahren zur Herstellung einer Spundwand und nach diesem Verfahren hergestellte Wand Ceased EP0029273A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL7908273 1979-11-12
NLAANVRAGE7908273,A NL171290C (nl) 1979-11-12 1979-11-12 Werkwijze voor het vervaardigen van een uit palen en damplanken samengestelde keer- of damwand en wand vervaardigd volgens deze werkwijze.

Publications (1)

Publication Number Publication Date
EP0029273A1 true EP0029273A1 (de) 1981-05-27

Family

ID=19834159

Family Applications (1)

Application Number Title Priority Date Filing Date
EP80201084A Ceased EP0029273A1 (de) 1979-11-12 1980-11-12 Verfahren zur Herstellung einer Spundwand und nach diesem Verfahren hergestellte Wand

Country Status (16)

Country Link
EP (1) EP0029273A1 (de)
JP (1) JPS5681715A (de)
AR (1) AR223253A1 (de)
AU (1) AU6429380A (de)
BR (1) BR8007341A (de)
CA (1) CA1144383A (de)
DK (1) DK477780A (de)
ES (1) ES263216Y (de)
FI (1) FI803500L (de)
GR (1) GR69906B (de)
IL (1) IL61444A (de)
MA (1) MA18992A1 (de)
NL (1) NL171290C (de)
NO (1) NO803394L (de)
PT (1) PT72046B (de)
ZA (1) ZA806999B (de)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3403745A1 (de) * 1984-02-03 1985-08-08 Ernst Meyer Bauunternehmung GmbH, 1000 Berlin Stahlspundwand zur uferbefestigung
DE10160125A1 (de) * 2001-12-07 2003-07-17 Georg Wall Strangförmiges Anschweißprofil zum Anschweißen an Träger von Wänden, insbesondere Spundwänden
DE10360267B4 (de) * 2003-12-20 2009-07-23 Tiefbau-Gmbh "Unterweser" Verfahren zur Herstellung einer kombinierten Spundwand
DE102008010991A1 (de) * 2008-02-25 2009-08-27 Contexo Ag Kombiwand
US7935406B2 (en) 2007-05-03 2011-05-03 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US8016518B2 (en) * 2008-09-25 2011-09-13 Terra Technologies, LLC Sheet pile for the subterranean support of underground conduits
WO2023099044A1 (de) * 2021-12-01 2023-06-08 Pilepro Gmbh Spundbohle für eine spundwand
WO2023099043A1 (de) * 2021-12-01 2023-06-08 Pilepro Gmbh Verstärkungselement für eine spundwand

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2002521A (en) * 1934-01-05 1935-05-28 Dortmund Hoerder Huettenver Ag Box piling
FR1218866A (fr) * 1959-03-13 1960-05-13 Lorraine Escaut Sa Dispositif d'assemblage à angle droit de rideaux de palplanches métalliques
FR1557902A (de) * 1968-01-09 1969-02-21
DE1963243A1 (de) * 1969-12-17 1971-06-24 Christiani & Nielsen Ingenieur Kombinierte Spundwand

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2002521A (en) * 1934-01-05 1935-05-28 Dortmund Hoerder Huettenver Ag Box piling
FR1218866A (fr) * 1959-03-13 1960-05-13 Lorraine Escaut Sa Dispositif d'assemblage à angle droit de rideaux de palplanches métalliques
FR1557902A (de) * 1968-01-09 1969-02-21
DE1963243A1 (de) * 1969-12-17 1971-06-24 Christiani & Nielsen Ingenieur Kombinierte Spundwand

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3403745A1 (de) * 1984-02-03 1985-08-08 Ernst Meyer Bauunternehmung GmbH, 1000 Berlin Stahlspundwand zur uferbefestigung
DE10160125A1 (de) * 2001-12-07 2003-07-17 Georg Wall Strangförmiges Anschweißprofil zum Anschweißen an Träger von Wänden, insbesondere Spundwänden
DE10160125B4 (de) * 2001-12-07 2004-02-26 Georg Wall Strangförmiges Anschweißprofil zum Anschweißen an Träger von Wänden, insbesondere Spundwänden
DE10360267B4 (de) * 2003-12-20 2009-07-23 Tiefbau-Gmbh "Unterweser" Verfahren zur Herstellung einer kombinierten Spundwand
US7935406B2 (en) 2007-05-03 2011-05-03 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US8088469B2 (en) 2007-05-03 2012-01-03 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US8323765B2 (en) 2007-05-03 2012-12-04 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
DE102008010991A1 (de) * 2008-02-25 2009-08-27 Contexo Ag Kombiwand
US7980789B2 (en) 2008-02-25 2011-07-19 Pilepro, Llc Combination wall with tube pile connectors
US8016518B2 (en) * 2008-09-25 2011-09-13 Terra Technologies, LLC Sheet pile for the subterranean support of underground conduits
WO2023099044A1 (de) * 2021-12-01 2023-06-08 Pilepro Gmbh Spundbohle für eine spundwand
WO2023099043A1 (de) * 2021-12-01 2023-06-08 Pilepro Gmbh Verstärkungselement für eine spundwand

Also Published As

Publication number Publication date
NL7908273A (nl) 1981-06-01
CA1144383A (en) 1983-04-12
PT72046A (en) 1980-12-01
MA18992A1 (fr) 1981-07-01
IL61444A (en) 1983-10-31
AU6429380A (en) 1981-05-21
GR69906B (de) 1982-07-20
NL171290C (nl) 1983-03-01
ES263216Y (es) 1983-04-16
IL61444A0 (en) 1980-12-31
ES263216U (es) 1982-11-01
NL171290B (nl) 1982-10-01
NO803394L (no) 1981-05-13
PT72046B (en) 1981-10-22
BR8007341A (pt) 1981-05-26
JPS5681715A (en) 1981-07-04
AR223253A1 (es) 1981-07-31
ZA806999B (en) 1981-10-28
DK477780A (da) 1981-05-13
FI803500L (fi) 1981-05-13

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Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): BE DE FR GB IT NL SE

17P Request for examination filed

Effective date: 19810603

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN REFUSED

18R Application refused

Effective date: 19831008

RIN1 Information on inventor provided before grant (corrected)

Inventor name: LEGUIJT, JACOB