FR1019630A - Improvements to the piers - Google Patents

Improvements to the piers

Info

Publication number
FR1019630A
FR1019630A FR1019630DA FR1019630A FR 1019630 A FR1019630 A FR 1019630A FR 1019630D A FR1019630D A FR 1019630DA FR 1019630 A FR1019630 A FR 1019630A
Authority
FR
France
Prior art keywords
piers
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
Other languages
French (fr)
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.)
Neyrpic SA
Original Assignee
Neyrpic SA
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 Neyrpic SA filed Critical Neyrpic SA
Application granted granted Critical
Publication of FR1019630A publication Critical patent/FR1019630A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

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)
FR1019630D 1950-03-25 1950-03-25 Improvements to the piers Expired FR1019630A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1019630T 1950-03-25

Publications (1)

Publication Number Publication Date
FR1019630A true FR1019630A (en) 1953-01-23

Family

ID=9575809

Family Applications (1)

Application Number Title Priority Date Filing Date
FR1019630D Expired FR1019630A (en) 1950-03-25 1950-03-25 Improvements to the piers

Country Status (1)

Country Link
FR (1) FR1019630A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1176062B (en) * 1959-01-20 1964-08-13 Grenobloise Etude Appl Revetments made of shaped stones for embankments
US3210944A (en) * 1961-11-13 1965-10-12 Svee Hallbjorn Roald Protective layer on slope of moles and breakwaters
DE1243110B (en) * 1962-04-25 1967-06-22 Bleijko Betonindustrie Nv For the fastening of lake or river dikes, dams or the like, prismatic blocks
DE1278361B (en) * 1963-10-25 1968-09-19 Alfred Horn Construction element that consists entirely or partially of porous material to compensate for changing groundwater pressures and air stagnation under dense revetments
ES2288336A1 (en) * 2004-12-22 2008-01-01 Universidad De Granada Mound breakwater having a geometry that provides maximum stability

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1176062B (en) * 1959-01-20 1964-08-13 Grenobloise Etude Appl Revetments made of shaped stones for embankments
US3210944A (en) * 1961-11-13 1965-10-12 Svee Hallbjorn Roald Protective layer on slope of moles and breakwaters
DE1243110B (en) * 1962-04-25 1967-06-22 Bleijko Betonindustrie Nv For the fastening of lake or river dikes, dams or the like, prismatic blocks
DE1278361B (en) * 1963-10-25 1968-09-19 Alfred Horn Construction element that consists entirely or partially of porous material to compensate for changing groundwater pressures and air stagnation under dense revetments
ES2288336A1 (en) * 2004-12-22 2008-01-01 Universidad De Granada Mound breakwater having a geometry that provides maximum stability

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