EP0052407B1 - Procédé de recouvrement d'un talus ou pente analogue - Google Patents

Procédé de recouvrement d'un talus ou pente analogue Download PDF

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Publication number
EP0052407B1
EP0052407B1 EP81201264A EP81201264A EP0052407B1 EP 0052407 B1 EP0052407 B1 EP 0052407B1 EP 81201264 A EP81201264 A EP 81201264A EP 81201264 A EP81201264 A EP 81201264A EP 0052407 B1 EP0052407 B1 EP 0052407B1
Authority
EP
European Patent Office
Prior art keywords
piles
pile
sets
concrete
diameters
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
Application number
EP81201264A
Other languages
German (de)
English (en)
Other versions
EP0052407A1 (fr
Inventor
Jan Adriaan Kant
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.)
GEBROEDERS ROOK BEHEER B.V. TE KRIMPEN A.D. IJSSEL
Original Assignee
Bv Betonfabriek "de Hoorn"
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 Bv Betonfabriek "de Hoorn" filed Critical Bv Betonfabriek "de Hoorn"
Priority to AT81201264T priority Critical patent/ATE10521T1/de
Publication of EP0052407A1 publication Critical patent/EP0052407A1/fr
Application granted granted Critical
Publication of EP0052407B1 publication Critical patent/EP0052407B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

Definitions

  • the invention relates to a method for coating slopes or the like comprising forming polygonal sets of concrete piles, each set comprising a predetermined number of concrete piles of relatively different diameters for coating slopes and the like.
  • each set can be disposed as a unit in the coating on a slope or the like, whereby the sets can be placed in fitting positions side by side in order to obtain an at least substantially complete coating of a slope, whereas nevertheless the concrete piles are disposed in an arbitrary array as required for such a slope.
  • this can be achieved by arranging concrete piles in the set in a manner such that on the various sides of the set are located such a number of piles that protruding parts of piles located on one side fit in adequate manner in recesses between the piles of another side, and by placing the sets as coherent units side by side on the slope with the piles of adjacent sets arranged in fitting relationship in the coating formed by the sets.
  • the embodiment of a set in accordance with the invention shown in fig. 1 has an at least substantially square shape and is bounded on a first side by four concrete piles 1 to 4 and on a side at right angles to the former by four concrete piles 4 to 7, on a third side by four concrete piles 7 to 10 and on the fourth side by the concrete piles 1 and 10 and the intermediate concrete piles 11 and 12.
  • piles are arranged one further concrete pile 13 and four concrete piles 14 to 17 of smaller diameter than the concrete pile 13.
  • All concrete piles have a sectional area in the form of an irregular octogon and the piles of one set have substantially equal heights; their diameters are, however, different as will be apparent from fig. 1.
  • the concrete piles 1 and 7 located in two diametrically opposite corners of the set have appreciably larger diameters than the piles 4 and 10 located in the two other diametrically opposite corners.
  • the further piles 2, 3, 5, 6, 8, 9 and 11, 12 located on the sides of the set and between the piles at the corners have smaller diameters than the biggest piles 1 and 7 at the corners and larger diameters than the slender piles 4 and 10.
  • the pile located nearest the smallest pile at a corner for example, the pile 3 located near the pile 4 has a larger diameter than the intermediate pile, for example, the pile 2 located nearest the largest corner pile of the largest diameter, for example, the pile 1.
  • the piles are disposed so that the outer boundary edges of the sets have an angular shape.
  • the shape and the array are furthermore such that the sets can be joined side by side as is shown in fig. 2.
  • This figure shows six sets, the piles of each set being designated by the same reference numerals as used for the corresponding piles of the set shown in fig. 1 and the various sets are reparately designated by the reference characters A to F.
  • the pile 1 OA fills out the space between the piles 1 D and 2D, whereas the pile 9A lies in the space bounded by the neighbouring piles 2D and 3D and the pile 8A lies in the space between the piles 3D and 4D.
  • the pile 4D lies in the space between the piles 8A and 7A.
  • the coating is, however, required to follow, as far as possible, a straight line, for example, in order to obtain a satisfactory joint with further structures, such as sheet-piles or the like.
  • Such a side set comprises the piles 1 to 6 and 11 to 17 corresponding with and arranged like the piles 1 to 6 and 11 to 17 of the sets described above.
  • the pile 7 used in the above-mentioned sets is replaced by two smaller piles 18 and 19, which together with the piles 4 and 6 form one side of the set concerned.
  • the piles 8 to 10 are replaced by slightly larger piles 20 to 22. As will be seen from fig.
  • the piles 19 to 22 located on one side of the set are arranged in the set in a manner such that the boundary faces of these piles 19 to 22 located at the outer edge of the set are lying at least substantially in a straight plane so that on this side of the set a satisfactory connection with sheet-piles or the like can be obtained, whilst the piles of neighbouring sets again fit to one another in the desired manner.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Revetment (AREA)
  • Piles And Underground Anchors (AREA)
  • Paints Or Removers (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)

Claims (9)

1. Un procédé de revêtement de talus ou similaires, comprenant la formation d'ensembles polygonaux de pieux en béton, chaque ensemble comportant un nombre prédéterminé de pieux en béton de diamètres relativement différents, caractérisé en ce que les pieux en béton sont disposés dans l'ensemble de façon que le nombre de pieux placés sur les divers côtés de l'ensemble soit tel que les parties saillantes des pieux situés d'un côté s'emboîtent correctement dans les vides laissés entre les pieux d'un autre côté, et que les ensembles soient placés, en tant qu'unités cohérentes, côté à côté sur le talus, les pieux des ensembles adjacents étant disposés en liaison d'emboîtement dans le revêtement formé par les ensembles.
2. Un procédé tel que revendiqué dans la revendication 1, caractérisé en ce qu'un nombre égal de pieux est disposé sur les différents côtés de l'ensemble.
3. Un procédé tel que revendiqué dans la revendication 1 ou la revendication 2, caractérisé en ce que les pieux sont disposés dans l'ensemble de façon que les pieux de diamètres relativement grands soient disposés dans deux angles diamétralement opposés d'un ensemble, que des pieux de diamètres notablement plus petits soient disposés dans les autres angles de l'ensemble et que des pieux de diamètres intermédiaires soient disposés entre les pieux de l'angle.
4. Un procédé tel que revendiqué dans l'une quelconque des revendications précédentes, caractérisé en ce qu'un pieu est disposé dans un angle de l'espace enfermé par les pieux placés sur les côtés de l'ensemble et le reste de l'espace est occupé par quatre autres pieux de plus faibles diamètres que le premier pieu.
5. Un procédé tel que revendiqué dans la revendication 3 ou la revendication 4, caractérisé en ce que parmi les pieux placés sur un côté de l'ensemble entre les pieux d'angle, le pieu qui est placé le plus près du pieu d'angle de plus faible diamètre a un plus grand diamètre que le pieu qui est placé le plus près du pieu d'angle de plus grand diamètre.
6. Un pieu tel que revendiqué dans l'une quelconque des revendications précédentes, caractérisé en ce que dans un ensemble devant être sur la bordure du revêtement d'un talus ou similaire, les pieux d'un côté de l'ensemble sont disposés de façon que les faces limites extérieures de ces pieux soient situées dans une surface plane, au moins sensiblement.
7. Un procédé tel que revendiqué dans la revendication 6, caractérisé en ce que les deux côtés de l'ensemble, adjacents au côté de l'ensemble formant la bordure extérieure du talus ou similaire, comportent des nombres de pieux différents.
8. Un procédé tel que revendiqué dans les revendications 3 et 7, caractérisé en ce que parmi les pieux diamétralement opposés de diamètres relativement grands, le pieu situé à la limite extérieure est remplacé par deux pieux de plus faible diamètre.
9. Un procédé tel que revendiqué dans l'une quelconque des revendications précédentes, caractérisé en ce que l'ensemble est rectangulaire, de préférence carré, au moins sensiblement.
EP81201264A 1980-11-17 1981-11-12 Procédé de recouvrement d'un talus ou pente analogue Expired EP0052407B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81201264T ATE10521T1 (de) 1980-11-17 1981-11-12 Verfahren zum abdecken von boeschungen oder dergleichen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL8006261 1980-11-17
NL8006261A NL8006261A (nl) 1980-11-17 1980-11-17 Werkwijze voor het vormen van een pakket betonzuilen.

Publications (2)

Publication Number Publication Date
EP0052407A1 EP0052407A1 (fr) 1982-05-26
EP0052407B1 true EP0052407B1 (fr) 1984-11-28

Family

ID=19836189

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81201264A Expired EP0052407B1 (fr) 1980-11-17 1981-11-12 Procédé de recouvrement d'un talus ou pente analogue

Country Status (5)

Country Link
EP (1) EP0052407B1 (fr)
AT (1) ATE10521T1 (fr)
BE (1) BE891112A (fr)
DE (1) DE3167499D1 (fr)
NL (1) NL8006261A (fr)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2401303A1 (de) * 1974-01-11 1975-07-24 Walter Neef Pflasterstein, insbesondere aus beton
DE7608571U1 (de) * 1975-03-19 1976-10-14 Staat Der Nederlanden, Vertreten Durch Den Generaldirektor Der Rijkswaterstaat, 's-Gravenhage (Niederlande) Saeulenfoermiger block aus stein oder beton fuer boeschungsverkleidungen von deichen und uferbefestigungen

Also Published As

Publication number Publication date
NL8006261A (nl) 1982-06-16
EP0052407A1 (fr) 1982-05-26
DE3167499D1 (en) 1985-01-10
BE891112A (nl) 1982-03-01
ATE10521T1 (de) 1984-12-15

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