WO2016159774A1 - Élément d'amortissement comportant une partie pied améliorée - Google Patents

Élément d'amortissement comportant une partie pied améliorée Download PDF

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Publication number
WO2016159774A1
WO2016159774A1 PCT/NL2016/050229 NL2016050229W WO2016159774A1 WO 2016159774 A1 WO2016159774 A1 WO 2016159774A1 NL 2016050229 W NL2016050229 W NL 2016050229W WO 2016159774 A1 WO2016159774 A1 WO 2016159774A1
Authority
WO
WIPO (PCT)
Prior art keywords
damping element
longitudinal direction
damping
foot part
row
Prior art date
Application number
PCT/NL2016/050229
Other languages
English (en)
Inventor
Hans Hill
Original Assignee
Hill Innovations B.V.
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 B.V. filed Critical Hill Innovations B.V.
Priority to EP16730918.6A priority Critical patent/EP3277888B1/fr
Publication of WO2016159774A1 publication Critical patent/WO2016159774A1/fr

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
    • E02B3/129Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/52Apparatus 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 extends narrowingly from the base in the longitudinal direction.
  • a damping element of this type is known, for example from Dutch patent
  • 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 ofthe 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.
  • 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 efcments 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 narrowing 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 rums 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
  • 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 can have a plurality of corners, wherein a peripheral side extends between in each case two comers. At least one of the peripheral sides is 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.
  • Preference is for a damping element the foot part of which is quadrangular or rectangular, with the formation of two pairs of opposite peripheral sides; in that case, a gripping projection is respectively found on 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.
  • Figure 1 shows a side view of a damping element.
  • Figure 2 shows a top view of the damping element.
  • Figure 3 shows a view in perspective of a damping element part.
  • Figure 4 shows the way in which a grab engages the damping element.
  • Figure 5 shows the way in which a grab engages a row of damping elements.
  • 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 comers 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 pan 4 taper somewhat narrowingly 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)

Abstract

La présente invention a trait à un élément d'amortissement (1) qui comprend, dans la direction longitudinale (16) et à proximité les unes des autres, une partie tête (2), une partie col (3) et une partie pied (4) en béton. La section transversale de la partie col (3), lorsqu'elle est vue transversalement par rapport à la direction longitudinale (16), est plus petite que la section transversale de la partie tête (2) d'un point de vue transversal par rapport à la direction longitudinale, et elle est plus petite que la section transversale de la partie pied (4) d'un point de vue transversal par rapport à la direction longitudinale. La partie pied (4) possède une périphérie (7) et une base, la périphérie s'étendant en se rétrécissant à partir de la base dans la direction longitudinale. Cette périphérie (7) comporte au moins une saillie de préhension (12) s'étendant dans la direction longitudinale, de telle sorte que l'élément d'amortissement peut être correctement saisi par une benne preneuse.
PCT/NL2016/050229 2015-04-01 2016-04-01 Élément d'amortissement comportant une partie pied améliorée WO2016159774A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP16730918.6A EP3277888B1 (fr) 2015-04-01 2016-04-01 Element atténuant avec partie de base améliorée

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
NL2014566A NL2014566B1 (nl) 2015-04-01 2015-04-01 Dempingselement met verbeterd voetdeel.
NL2014566 2015-04-01
NL2014736 2015-04-30
NL2014736 2015-04-30

Publications (1)

Publication Number Publication Date
WO2016159774A1 true WO2016159774A1 (fr) 2016-10-06

Family

ID=56148630

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NL2016/050229 WO2016159774A1 (fr) 2015-04-01 2016-04-01 Élément d'amortissement comportant une partie pied améliorée

Country Status (2)

Country Link
EP (1) EP3277888B1 (fr)
WO (1) WO2016159774A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3078777B1 (fr) * 2015-04-08 2022-06-08 H.H. Martens & Zoon B.V. Assemblage d'éléments de revêtement au bord de l'eau

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2611764A1 (de) * 1975-03-19 1976-09-30 Nederlanden Staat Boeschungsverkleidung fuer deiche und sonstige uferschutzwerke
AU7161381A (en) * 1980-06-10 1981-12-17 Unthank, K.J. Method machine for laying paving elements + the paving from the elements
EP0102214A2 (fr) * 1982-08-19 1984-03-07 GLICKMAN, Michael Neil Bloc de construction
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.
WO2011108931A1 (fr) * 2010-03-05 2011-09-09 Hans Hill Elément atténuateur

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2611764A1 (de) * 1975-03-19 1976-09-30 Nederlanden Staat Boeschungsverkleidung fuer deiche und sonstige uferschutzwerke
AU7161381A (en) * 1980-06-10 1981-12-17 Unthank, K.J. Method machine for laying paving elements + the paving from the elements
EP0102214A2 (fr) * 1982-08-19 1984-03-07 GLICKMAN, Michael Neil Bloc de construction
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.
WO2011108931A1 (fr) * 2010-03-05 2011-09-09 Hans Hill Elément atténuateur

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3078777B1 (fr) * 2015-04-08 2022-06-08 H.H. Martens & Zoon B.V. Assemblage d'éléments de revêtement au bord de l'eau

Also Published As

Publication number Publication date
EP3277888A1 (fr) 2018-02-07
EP3277888B1 (fr) 2021-02-17

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