EP0333639B1 - Méthode pour construire une paroi de palplanches - Google Patents

Méthode pour construire une paroi de palplanches Download PDF

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Publication number
EP0333639B1
EP0333639B1 EP89730072A EP89730072A EP0333639B1 EP 0333639 B1 EP0333639 B1 EP 0333639B1 EP 89730072 A EP89730072 A EP 89730072A EP 89730072 A EP89730072 A EP 89730072A EP 0333639 B1 EP0333639 B1 EP 0333639B1
Authority
EP
European Patent Office
Prior art keywords
piles
depth
bearing piles
bearing
sheet pile
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
EP89730072A
Other languages
German (de)
English (en)
Other versions
EP0333639A3 (en
EP0333639A2 (fr
Inventor
Jürgen Dipl.-Ing. Scheele
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.)
Philipp Holzmann AG
Original Assignee
Philipp Holzmann AG
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6349937&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0333639(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Philipp Holzmann AG filed Critical Philipp Holzmann AG
Publication of EP0333639A2 publication Critical patent/EP0333639A2/fr
Publication of EP0333639A3 publication Critical patent/EP0333639A3/de
Application granted granted Critical
Publication of EP0333639B1 publication Critical patent/EP0333639B1/fr
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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
    • 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

  • the method according to the invention is simpler because there is no need for large-diameter drilling pipes and thus the drawing process for these pipes.
  • the invention offers the advantage that the vertical load-bearing capacity is increased and can be adapted to the local soil conditions by appropriate design of the reinforced concrete foot, and that the horizontal load-bearing capacity is also increased by the connection of the steel pipe forming the support screed with the inner reinforced concrete column. so that sheet piling with an extraordinarily high load-bearing capacity can also be produced to greater depths with this method.
  • the increased load capacity also allows more filling planks to be provided between the support planks than is usual, i.e. to increase the distance between the beams.

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)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Claims (4)

1. Procédé de fabrication d'une cloison de palplanches, selon lequel des palplanches de remplissage sont disposées entre deux palplanches d'appui (1) tubulaires, pourvues de serrures (2) sur les côtés et enfoncées dans le sol avec un écart prédéterminé entre elles, de manière que leurs serrures latérales s'accrochent dans les serrures latérales (2) des palplanches d'appui (1), caractérisé en ce que les palplanches d'appui tubulaires (1) ne sont enfoncées dans le sous-sol que sur une partie de la profondeur définitive de fondation (7), en ce qu'à l'intérieur des palplanches porteuses et ensuite, en dépassant l'extrémité inférieure des palplanches d'appui et, le cas échéant, en se servant de l'action d'appoint d'un liquide thixotrope, la matière du sol enlevée jusqu'à la profondeur définitive de fondation (7), et en ce que la zone dégagée au-dessous et à l'intérieur des palplanches d'appui (1) est, à partir de la profondeur définitive de fondation (7), remplie de béton armé, et en ce que les palplanches de remplissage (3) sont ensuite mises en place dans le sous-sol, entre les palplanches d'appui (1), à une profondeur tout au plus identique à celle des palplanches d'appui.
2. Procédé suivant la revendication 1, caractérisé en ce que les palplanches d'appui (1) sont d'abord positionnées au moyen de guides horizontaux et verticaux, et ensuite enfoncées par vibration ou sous pression.
3. Procédé suivant la revendication 2, caractérisé en ce que les palplanches de remplissage, sont, le cas échéant, au moyen d'un auxiliaire hydraulique, enfoncées par vibration ou sous pression, les forces de réaction étant transmises aux palplanches d'appui (1).
4. Procédé suivant la revendication 1, caractérisé en ce que, dans la zone sous l'extrémité des palplanches d'appui (1), est respectivement déblayé un espace creux, agrandi sur le côté pour la réalisation d'un pied épaissi en béton armé (10).
EP89730072A 1988-03-17 1989-03-16 Méthode pour construire une paroi de palplanches Expired - Lifetime EP0333639B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3808884 1988-03-17
DE3808884 1988-03-17

Publications (3)

Publication Number Publication Date
EP0333639A2 EP0333639A2 (fr) 1989-09-20
EP0333639A3 EP0333639A3 (en) 1990-01-31
EP0333639B1 true EP0333639B1 (fr) 1992-05-06

Family

ID=6349937

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89730072A Expired - Lifetime EP0333639B1 (fr) 1988-03-17 1989-03-16 Méthode pour construire une paroi de palplanches

Country Status (2)

Country Link
EP (1) EP0333639B1 (fr)
DE (1) DE58901306D1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
HU222363B1 (hu) 1999-02-10 2003-06-28 Sándor Barkász Eljárás folytonos, vízzáró, illetve szivárgási útnövelő résfal építésére
NL1018878C2 (nl) * 2001-09-04 2003-03-05 Nbm Beton & Ind B V Werkwijze voor het aanbrengen van een damwandplanken omvattende wand en geleidingsinrichting.
NL1021141C2 (nl) * 2002-07-24 2004-01-27 Profextru B V Beschoeiingsysteem omvattende een schoeipaal en een geprofileerd schoeideel.
CN102418348B (zh) * 2011-08-23 2014-11-05 谢清光 利用咬合桩形成地下连续墙的施工工艺

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3059436A (en) * 1956-03-19 1962-10-23 Jr George F Hermann Piling
DE1709336A1 (de) * 1965-01-21 1974-01-10 Wey Gino Dipl Ing Verfahren zur herstellung einer zusammenhaengenden bohrpfahlwand fuer stuetzmauern, baugrubenumschliessungen u. dgl
US3416322A (en) * 1966-11-14 1968-12-17 Albert G. Bodine Sonic method and apparatus for implanting underground concrete walls
DE2357709A1 (de) * 1973-11-19 1975-05-28 Held & Francke Bau Ag Verfahren zum einbinden einer schlitzwand und eine bewehrung zur durchfuehrung dieses verfahrens
GB1525445A (en) * 1977-05-23 1978-09-20 Kumagai Gumi Co Ltd Process for constructing a landslide protecting wall
DE8710856U1 (de) * 1987-08-08 1988-01-28 Emde Industrie-Technik Gesellschaft für Rationalisierung und Verfahrenstechnik mbH, 5408 Nassau Standbohle für Spundwände

Also Published As

Publication number Publication date
EP0333639A3 (en) 1990-01-31
EP0333639A2 (fr) 1989-09-20
DE58901306D1 (de) 1992-06-11

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