EP0052407A1 - Verfahren zum Abdecken von Böschungen oder dergleichen - Google Patents

Verfahren zum Abdecken von Böschungen oder dergleichen Download PDF

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Publication number
EP0052407A1
EP0052407A1 EP81201264A EP81201264A EP0052407A1 EP 0052407 A1 EP0052407 A1 EP 0052407A1 EP 81201264 A EP81201264 A EP 81201264A EP 81201264 A EP81201264 A EP 81201264A EP 0052407 A1 EP0052407 A1 EP 0052407A1
Authority
EP
European Patent Office
Prior art keywords
piles
pile
sets
coating
slope
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.)
Granted
Application number
EP81201264A
Other languages
English (en)
French (fr)
Other versions
EP0052407B1 (de
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/de
Application granted granted Critical
Publication of EP0052407B1 publication Critical patent/EP0052407B1/de
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 of forming a set of a predetermined number of concrete piles of relatively different diameters for coating slopes and the like.
  • the method according to the invention is intended to provide a set of concrete piles, which set can be disposed as a unit in the job on a slope or the like, whilst the sets can be placed in joined positions side by side in order to obtain an at 1 east 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 disposing concrete piles in polygonal relationship in the set in a manner such that on the different sides of the set are located such a number of piles that protruding parts of piles located or one side sufficiently fit between recesses located between the piles of another side, so that,when the sets are disposed side by side,the piles are also in polygonal relationship in the coating formed with the aid of 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.
  • All concerete 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 diamtrically 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 slehder piles 4 and 10.
  • the pile located nearest the smallest pile at a corner for example, the pile 3 located near the pile 4
  • the pile 10A fills out the space between the piles 1D 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 eorrespon- ding 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)
  • Paints Or Removers (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Piles And Underground Anchors (AREA)
EP81201264A 1980-11-17 1981-11-12 Verfahren zum Abdecken von Böschungen oder dergleichen Expired EP0052407B1 (de)

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
NL8006261A NL8006261A (nl) 1980-11-17 1980-11-17 Werkwijze voor het vormen van een pakket betonzuilen.
NL8006261 1980-11-17

Publications (2)

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

Family

ID=19836189

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81201264A Expired EP0052407B1 (de) 1980-11-17 1981-11-12 Verfahren zum Abdecken von Böschungen oder dergleichen

Country Status (5)

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

Citations (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
DE2611764A1 (de) * 1975-03-19 1976-09-30 Nederlanden Staat Boeschungsverkleidung fuer deiche und sonstige uferschutzwerke

Patent Citations (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
DE2611764A1 (de) * 1975-03-19 1976-09-30 Nederlanden Staat Boeschungsverkleidung fuer deiche und sonstige uferschutzwerke

Also Published As

Publication number Publication date
ATE10521T1 (de) 1984-12-15
BE891112A (nl) 1982-03-01
EP0052407B1 (de) 1984-11-28
DE3167499D1 (en) 1985-01-10
NL8006261A (nl) 1982-06-16

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