EP3277888B1 - Dämpfungselement mit verbessertem fussteil - Google Patents

Dämpfungselement mit verbessertem fussteil Download PDF

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Publication number
EP3277888B1
EP3277888B1 EP16730918.6A EP16730918A EP3277888B1 EP 3277888 B1 EP3277888 B1 EP 3277888B1 EP 16730918 A EP16730918 A EP 16730918A EP 3277888 B1 EP3277888 B1 EP 3277888B1
Authority
EP
European Patent Office
Prior art keywords
damping element
damping
longitudinal direction
row
foot part
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.)
Active
Application number
EP16730918.6A
Other languages
English (en)
French (fr)
Other versions
EP3277888A1 (de
Inventor
Hans Hill
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.)
Hill Innovations BV
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Hill Innovations BV
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
Priority claimed from NL2014566A external-priority patent/NL2014566B1/nl
Application filed by Hill Innovations BV filed Critical Hill Innovations BV
Publication of EP3277888A1 publication Critical patent/EP3277888A1/de
Application granted granted Critical
Publication of EP3277888B1 publication Critical patent/EP3277888B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/52—Apparatus for laying individual preformed surfacing elements, e.g. kerbstones

Definitions

  • the invention relates to a damping element, comprising a head part, neck part and foot part of concrete, adjoining one another in the longitudinal direction, wherein the cross section of the neck part transversely to the longitudinal direction is smaller than the cross section of the head part transversely to the longitudinal direction and is smaller than the cross section of the foot part transversely to the longitudinal direction, which foot part has a periphery and a base, which periphery tapers from the base in the longitudinal direction.
  • a damping element of this type is known, for example from Dutch patent 2004345 .
  • Damping elements can be used, for example, in water barriers in connection with the damping of the wave action. Between the mutually adjacent head parts of the damping elements openings remain, via which the water crashing against the water barrier can drain away. A significant damping effect is thereby obtained. The water which is thus collected can be evacuated via the system of channels which is formed between the mutually adjacent, narrower neck parts, whereby the damping is further promoted.
  • the upright sides of the foot parts are provided with the said shape which becomes somewhat narrower in the upward direction. Wedge-shaped gaps, which widen in the upward direction, are thereby formed between adjacent damping elements. In these wedge-shaped gaps, stone chippings, grit or gravel, for example, can be received. Such a material ensures that the foot parts are firmly stabilized relative to one another. As a result of the wedge shape of the gaps between the foot parts, a strong mutual clamping effect of the foot parts is thus obtained.
  • the damping elements are placed side by side on a dike body in large numbers, in rows running in two mutually perpendicular directions.
  • grabs are herein used, and also a plurality of damping elements can be placed side by side at the same time.
  • the jaws of the grab are brought to act on the foot part of the damping elements.
  • the engagement on the foot part can be adversely influenced by the upwardly tapering shape of that foot part.
  • the damping elements can move in the grab, in which case damage occurs to the neck part and to the transition between the neck part and the foot part.
  • An object of the invention is hence to provide a damping element which can be handled in a more reliable manner by means of a grab.
  • a further object of the invention is to provide a damping element which runs less risk of being damaged as it is put in place by means of a grab.
  • Another object is to provide a damping element which in particular is suitable for being grabbed and placed side by side several at a time.
  • the damping element can be grabbed by the foot part on the gripping projection which is specially designed for this purpose. It is thus no longer necessary to grab the foot part on those parts of the foot which are tapered.
  • the engagement on the gripping projection enhances the reliability of the engagement.
  • a projection which has a gripping surface extending substantially parallel to the longitudinal direction is preferred.
  • the gripping projection can possess, for example, an adapted surface, having a surface structure which in particular is suitable for improving the friction between the jaws of a grab and the damping element at the point of engagement.
  • the gripping projection can extend over substantially the entire height of the foot part, though that is not necessary. Furthermore, and preferably, the gripping projection can have a width in the peripheral direction which width is an order of magnitude smaller than the peripheral dimension of the periphery.
  • the periphery of the foot part has a plurality of corners, wherein a peripheral side extends between in each case two corners. At least two of the peripheral sides are provided with a gripping projection. In that case, the width of the gripping projection can also be an order of magnitude smaller than the length of a peripheral side, viewed in the peripheral direction.
  • the gripping projection can be located equidistant from both corners of the peripheral side. These peripheral sides can be slightly convexly curved, such that the damping elements can also be positioned, somewhat twisted relative to one another about the longitudinal direction, in curvedly running paths.
  • the damping element has a foot part which is square or rectangular, with the formation of two pairs of opposite peripheral sides; a gripping projection is respectively found on at least two opposite peripheral sides.
  • each damping element part can comprise two damping element parts, which abut each other according to an interface running parallel to the longitudinal direction.
  • damping element parts are identical.
  • each damping element part comprises a full peripheral side as well as two peripheral side halves bordering the full peripheral side on either side, wherein the gripping projections are then provided on the full peripheral side of the damping element parts.
  • the invention further relates to a damping element part for a damping element as described above, comprising a full peripheral side as well as two peripheral side halves bordering the full peripheral side on either side, and a gripping projection which is provided on the full peripheral side.
  • the invention additionally relates to a row of a plurality of mutually abutting damping elements as described above, as well as a water barrier, comprising a dike body as well as such a row of a plurality of mutually abutting damping elements.
  • the invention also relates to a method for handling a damping element as described above, comprising the steps of:
  • the particular damping element can be reliably secured in the grab.
  • the invention also relates to the grabbing of a plurality of damping elements side by side forming a row. These damping elements lie with their gripping projection in pairs one against the other.
  • the method comprises the steps of:
  • a plurality of rows can here be handled side by side in a grab.
  • the jaws of the grab possess a width which is at least equal to the sum of the widths of the side-by-side rows.
  • the damping element 1 represented in Figures 1 and 2 consists of a head part 2, a neck part 3 and a foot part 4, which adjoin one another in the longitudinal direction 16.
  • the neck part 3 possesses a cross section which is considerably smaller than the cross section of the head part 2 and of the foot part 4.
  • the cross section of that head part 2 and of that foot part 4 do not differ much from each other.
  • the foot part 4 possesses four peripheral sides 5 and 6, which together define the full periphery 7 of the foot part 4.
  • the peripheral sides 5, 6 are connected to one another by means of four corners 8.
  • the foot part 4 possesses a base 9, by means of which the damping element 1 can be placed firmly on a foundation, such as a dike body.
  • the peripheral sides 5, 6 of the foot part 4 taper somewhat from the base 9. This shape is chosen because more or less upwardly widening wedge-shaped gaps are thereby formed in the lining of a dike body, which lining consists of a large number of such damping elements placed side by side. In these gaps grit-shaped particles are received, whereby the damping elements are firmly stabilized relative to one another.
  • the damping element 1 in the represented illustrative embodiment consists of two identical damping element parts 13, which, via the flat interface 14, abut one against the other.
  • Each damping element part 13 possesses a head part half 2', a neck part half 3' and a foot part half 4'.
  • Each damping element part 13 possesses a half periphery 7', consisting of one full peripheral side 5 and two adjacent half peripheral sides 6'.
  • the gripping projection 12 is placed in the middle of the full peripheral side 5.
  • FIG. 5 is illustrated that also a row 17 of damping elements 1 can be grabbed.
  • a row 17 of damping elements 1 can be grabbed.
  • Usually a plurality of such rows are grabbed side by side at the same time by a grab which then has correspondingly wide jaws 10.
  • the gripping surfaces 15 of the gripping projections 12 of mutually adjacent damping elements 1 are pressed firmly one against another by the jaws 10, which press against the gripping surfaces of the two outermost damping elements in each row.
  • the whole pack consisting of damping elements 1 which are present in the pressed rows, can be grabbed, lifted, and deposited at the desired position.

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)
  • Chemical & Material Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Vibration Prevention Devices (AREA)
  • Load-Engaging Elements For Cranes (AREA)

Claims (14)

  1. Dämpfungselement (1), welches einen Kopfteil (2), einen Halsteil (3) und einen Fußteil (4) aus Beton umfasst, die in Längsrichtung (16) aneinander angrenzen, wobei der Querschnitt des Halsteils (3) quer zu der Längsrichtung (16) kleiner als der Querschnitt des Kopfteils (2) quer zu der Längsrichtung ist und kleiner als der Querschnitt des Fußteils (4) quer zu der Längsrichtung ist, dessen Fußteil (4) einen Umfang (7) und eine Basis (9) hat, dessen Umfang sich von der Basis (9) in Längsrichtung verjüngt, wobei der Fußteil (4) quadratisch oder rechteckig ist, unter Bildung von zwei gegenüberliegenden Umfangsseiten (5, 6) dadurch gekennzeichnet ist, dass ein Greifvorsprung (12), der sich in die Längsrichtung erstreckt, jeweils an mindestens zwei gegenüberliegenden Umfangsseiten gefunden wird.
  2. Dämpfungselement (1) nach Anspruch 1, wobei der Greifvorsprung (12) eine Greiffläche (15) hat, die sich im Wesentlichen parallel zu der Längsrichtung (16) erstreckt.
  3. Dämpfungselement (1) nach Anspruch 1 oder 2, wobei sich der Greifvorsprung (12) in Längsrichtung gesehen im Wesentlichen über den ganzen Fußteil (4) erstreckt.
  4. Dämpfungselement (1) nach einem der vorhergehenden Ansprüche, wobei der Greifvorsprung (12) in der Umfangsrichtung eine Breite hat, die eine Größenordnung kleiner als die Umfangsgröße des Umfangs (7) ist.
  5. Dämpfungselement (1) nach einem der vorhergehenden Ansprüche, wobei der Greifvorsprung (12) abstandsgleich von beiden Ecken (8) der Umfangsseite (5, 6) angeordnet ist.
  6. Dämpfungselement (1) nach einem der vorhergehenden Ansprüche, wobei die Umfangsseiten, in einem Querschnitt quer zu der Längsrichtung (16) gesehen, leicht nach außen gewölbt sind.
  7. Dämpfungselement (1) nach einem der vorhergehenden Ansprüche, das zwei Dämpfungselementteile (13) umfasst, die gemäß einer Schnittstelle (14) aneinander anliegen, die parallel zu der Längsrichtung verläuft.
  8. Dämpfungselement (1) nach Anspruch 7, wobei die Dämpfungselementteile (13) identisch sind.
  9. Dämpfungselement (1) nach Anspruch 7 und 8, wobei jeder Dämpfungselementteil (1) eine volle Umfangsseite (5) sowie zwei Umfangsseitenhälften (6') umfasst, die auf jeder Seite an die volle Umfangsseite angrenzen, und die Greifvorsprünge (12) auf der vollen Umfangsseite (5) der Dämpfungselementteile (13) vorgesehen sind.
  10. Dämpfungselementteil (1) für ein Dämpfungselement nach Anspruch 9, welcher eine volle Umfangsseite (5) sowie zwei Umfangsseitenhälften (6'), die auf beiden Seiten an die volle Umfangsseite angrenzen, und einen Greifvorsprung (12), der auf der vollen Umfangsseite vorgesehen ist, umfasst.
  11. Reihe (17) einer Vielzahl von aneinanderstoßenden Dämpfungselementen (1) nach einem der Ansprüche 1-9.
  12. Wassersperre, welche einen Deichkörper und eine Reihe einer Vielzahl von aneinanderstoßenden Dämpfungselementen nach Anspruch 11 umfasst.
  13. Verfahren zum Handhaben eines Dämpfungselements nach einem der Ansprüche 1-9, welches folgende Schritte umfasst:
    - Bereitstellen eines Greifers (10) mit zwei einander gegenüberliegenden Backen (11), die aufeinander zu und voneinander weg bewegbar sind,
    - Platzieren der Backen (11) auf dem Fußteil (4) des Dämpfungselements (1),
    - Greifen des Dämpfungselements (1) mittels der Backen (11) an den Greifvorsprüngen (12) an gegenüberliegenden Umfangsseiten des Fußteils (4) des Dämpfungselements (1).
  14. Verfahren zum Handhaben einer Reihe (17) von Dämpfungselementen (1) nach Anspruch 11, welches folgende Schritte umfasst:
    - Bereitstellen eines Greifers (10) mit zwei einander gegenüberliegenden Backen (11), die aufeinander zu und voneinander weg bewegbar sind,
    - Platzieren einer der Backen (11) auf dem Fußteil (4) eines äußersten Dämpfungselements (1), das sich an einem Ende der Reihe befindet,
    - Platzieren der anderen Backe (11) auf dem Fußteil (4) eines äußersten Dämpfungselements (1), das sich an dem anderen Ende der Reihe (17) befindet,
    - Drücken aller Elemente (1) der Reihe (17) gegeneinander,
    - Ausüben von Druck mittels der Backen (11) auf die Greifvorsprünge (12) an beiden äußersten Dämpfungselementen (1) an gegenüberliegenden Enden der Reihe (17),
    - Klemmen und Drücken aller Dämpfungselemente (10) in der Reihe (17) gegeneinander unter dem Einfluss der Backen (11) auf die besagten Greifvorsprünge (12) an beiden äußersten Dämpfungselementen (1),
    - Anheben der Dämpfungselemente (1) der Reihe (17), die an Ort und Stelle festgeklemmt und gegeneinander gedrückt wurden.
EP16730918.6A 2015-04-01 2016-04-01 Dämpfungselement mit verbessertem fussteil Active EP3277888B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NL2014566A NL2014566B1 (nl) 2015-04-01 2015-04-01 Dempingselement met verbeterd voetdeel.
NL2014736 2015-04-30
PCT/NL2016/050229 WO2016159774A1 (en) 2015-04-01 2016-04-01 Damping element with improved foot part

Publications (2)

Publication Number Publication Date
EP3277888A1 EP3277888A1 (de) 2018-02-07
EP3277888B1 true EP3277888B1 (de) 2021-02-17

Family

ID=56148630

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16730918.6A Active EP3277888B1 (de) 2015-04-01 2016-04-01 Dämpfungselement mit verbessertem fussteil

Country Status (2)

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EP (1) EP3277888B1 (de)
WO (1) WO2016159774A1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3078777B1 (de) * 2015-04-08 2022-06-08 H.H. Martens & Zoon B.V. Anlage von wasserseitigen verkleidungselementen

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
AU7161381A (en) * 1980-06-10 1981-12-17 Unthank, K.J. Method machine for laying paving elements + the paving from the elements
IE54420B1 (en) * 1982-08-19 1989-09-27 Glickman Michael Neil Construction block
US5556230A (en) * 1994-10-19 1996-09-17 U.S. Army Corps Of Engineers As Represented By The Secretary Of The Army Concrete armor unit for the protection of coastal, shore lines and hydraulic structures
NL1019174C2 (nl) * 2001-06-26 2003-01-09 Jakob Gerrit Hendrik Pannekoek Verbeterd element voor oeverbescherming.
NL2004345C2 (nl) * 2010-03-05 2011-09-09 Hans Hill Dempingselement.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
WO2016159774A1 (en) 2016-10-06
EP3277888A1 (de) 2018-02-07

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