WO1980001699A1 - Bloc artificiel pour structures maritimes et fluviales - Google Patents

Bloc artificiel pour structures maritimes et fluviales Download PDF

Info

Publication number
WO1980001699A1
WO1980001699A1 PCT/FR1980/000013 FR8000013W WO8001699A1 WO 1980001699 A1 WO1980001699 A1 WO 1980001699A1 FR 8000013 W FR8000013 W FR 8000013W WO 8001699 A1 WO8001699 A1 WO 8001699A1
Authority
WO
WIPO (PCT)
Prior art keywords
faces
opposite
block according
lateral
height
Prior art date
Application number
PCT/FR1980/000013
Other languages
English (en)
French (fr)
Inventor
A Chevallier
Original Assignee
Grenobloise Etude Appl
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 Grenobloise Etude Appl filed Critical Grenobloise Etude Appl
Publication of WO1980001699A1 publication Critical patent/WO1980001699A1/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
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Definitions

  • the invention relates to an artificial shell block for structures for protecting maritime and river works against waves and currents.
  • the characteristics sought in terms of artificial blocks must meet two objectives considered essential, namely: stability and robustness. However, it is generally recognized that one plays at the expense of the other.
  • Stability depends on the ability of the blocks on the one hand to hang on the underlying slopes of the works to be protected and on the other hand to assemble them thanks to their particular shape by constituting a protective shell which leaves sufficient empty spaces to absorb the hydraulic energy to which the structure is subjected.
  • This stability therefore results from a certain number of parameters among which we will retain: the amplitude of the waves, the specific mass of the concrete of the blocks and that of the water in which the structure is built, the slope of the shell, the breaking waves and finally a coefficient representative of the qualities specific to the shape and behavior of the block.
  • the shape of these blocks is such that the formwork they imply makes their manufacture difficult, in particular by the need to move the blocks when they are stripped.
  • the invention aims to develop artificial blocks whose shapes allow to combine the qualities of stability and robustness, while allowing an easy manufacturing process on a prefabricated slab or directly on a storage area, l formwork aid requiring no subsequent manipulation of the blocks for their formwork after hardening of the concrete.
  • the subject of the invention is a shell block for the protection structures of maritime and river works, characterized in that it is constituted by a central core of substantially cubic shape having on the one hand two opposite lateral faces each provided, an anvil-shaped side tab, the tables of said anvils being arranged parallel to each other and to said opposite lateral faces, the inclined faces of said anvils resting on the apparent and opposite lateral faces of the core, and on the other hand two front faces each provided with a front leg in trunk of a pyramid with four faces, two of these opposite faces resting, overlapping on the sides of the anvils and the other two opposite faces having their base at least in part in common with one side of the apparent adjacent side of the nucleus.
  • the corner angles of the legs are chamfered.
  • the ends of the sides of the anvil can be truncated
  • the tables of the lateral legs can include in the median a transverse recess.
  • the spacing between the ends of the lateral legs is substantially equal to 1.5 times the height of the central core
  • the length of the lateral legs is substantially equal to three times that of the height of the central core
  • the width of the lateral legs is equal to the height of the central core
  • the height of the front legs is substantially equal to that of the height of the central core.
  • the invention also relates to a method of manufacturing a block characterized in that it is produced by a formwork comprising openings corresponding to the tables of the lateral legs, one of said openings resting on a prefabricated slab, the another used for filling and then vibrating the concrete in the formwork.
  • the formwork is then produced by an assembly of two half-shells symmetrical with respect to the median longitudinal plane of the lateral legs; each half-shell has two elements symmetrical with respect to the median transverse plane of the lateral and front legs and assembled together.
  • Figure 1 is a perspective view of an artificial block according to the invention.
  • FIG. 2 is a perspective view of a formwork of the block according to FIG. 1.
  • Figure 3 is a perspective view of an alternative block according to the invention.
  • Figure 4 is a perspective view of another alternative block according to the invention.
  • FIG. 1 there is shown an artificial block comprising a central core 1 substantially cubic, having two opposite side faces 12 provided with side tabs 2, two opposite front faces 13 provided with front tabs 3 and two side faces 11 opposite and visible.
  • the lateral tabs 2 have the shape of an anvil having tables 20 which are parallel to each other and to the lateral faces 12, sides 21 and inclined faces 22 bearing on the adjoining visible faces 11.
  • the front legs 3 have the shape of a truncated pyramid with four lateral faces 31 and 32 opposite two by two.
  • the faces 31 are supported in overlap on the sides 21 of the adjoining lateral legs 2, while the faces 32 have their base common with the side of the adjoining visible face 11, the ends of this base beyond the visible face 11 resting in overlap on the adjoining sides 21 of the lateral tabs 2 to join the base of the lateral faces 31 of the front tab 3.
  • the dimensioning of the block has the following characteristics.
  • the distance between the ends of the lateral legs is given a value substantially equal to 1.5 times that of the height of the core central 1.
  • the length of the lateral legs 2, that is to say that corresponding to the tables 20, is substantially equal to three times that of the height of the central core 1.
  • the width of the lateral legs is equal to the height of the core central.
  • the height of the front legs 3 is substantially equal to the height of the central core.
  • Such a block is easily manufactured by pouring concrete into a formwork such as that shown in FIG. 2.
  • the formwork 4 is constituted by the assembly of half-shells 41 symmetrical with respect to the median longitudinal plane of the lateral legs 2.
  • Each of the half-shells 41 is itself constituted by the assembly of two half-shells 42 symmetrical with respect to the median transverse plane of the lateral tabs 2.
  • the formwork 4 which corresponds to the size of the block to be manufactured has an upper opening 44 and a lower opening 43 corresponding to the tables 20 of the side legs 2. It also has on the formwork elements, corresponding to the inclined faces 22 of the lower side legs of the block , windows 45 and on the shuttering elements, corresponding to the upper pyramidal faces 31 of the front legs 3, windows 46.
  • the procedure is as follows.
  • the mold 4 with its constituent parts 41 and 42 is assembled, so as to rest the lower opening 43 on a prefabrication area directly or with the interposition of a sheet of kraft paper or of polyane.
  • the concrete is poured through the upper opening 44 first to the level of the windows 45 through which a pervibration needle is introduced, then to the level of the windows 46 through which a pervibration needle is again introduced and finally up to the upper opening 44 through which the pervibration needle is last introduced.
  • it is then possible to dismantle the constituent elements of the formwork and recover them for the manufacture of another block, this without having to move the block which has just be poured and which can remain in storage position on site.
  • props such as 5 between the ground and the parts overhanging the formwork which corresponds to the underside 31 of the front legs.
  • props 6 between the formwork parts which correspond to the inclined faces 22 of the lateral legs 2.
  • the particular shape obtained from the block according to the invention allows it to be hooked with neighboring blocks, whatever its position.
  • Such blocks can be arranged in bulk or stowed, and in one or more layers.
  • the blocks of the same layer overlap each other to then form a solid shell with a regular or non-regular structure, which reserves suitable empty spaces in order to avoid the action of under-pressures.
  • the external surface of a layer of blocks is sufficiently rough and irregular to allow a bonding of the following layer and to ensure a good absorption of the energy of the sea or the currents.
  • the attachment of the blocks to each other can be further improved by providing a transverse recess 23 in the middle part of the tables 20 of the lateral legs, as shown in dotted lines in FIG. 1.
  • the inclined faces 22 of the lateral legs 2 have at their base a slight overlap 7 on the adjacent side face 11 of the cubic core 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
PCT/FR1980/000013 1979-02-14 1980-01-31 Bloc artificiel pour structures maritimes et fluviales WO1980001699A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR7903774 1979-02-14
FR7903774A FR2449164A1 (fr) 1979-02-14 1979-02-14 Bloc artificiel pour structures maritimes et fluviales

Publications (1)

Publication Number Publication Date
WO1980001699A1 true WO1980001699A1 (fr) 1980-08-21

Family

ID=9221970

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/FR1980/000013 WO1980001699A1 (fr) 1979-02-14 1980-01-31 Bloc artificiel pour structures maritimes et fluviales

Country Status (18)

Country Link
US (1) US4347017A (US07943777-20110517-C00090.png)
JP (2) JPS6013083B2 (US07943777-20110517-C00090.png)
AU (1) AU532472B2 (US07943777-20110517-C00090.png)
BR (1) BR8000858A (US07943777-20110517-C00090.png)
CA (1) CA1153900A (US07943777-20110517-C00090.png)
CY (1) CY1300A (US07943777-20110517-C00090.png)
DE (1) DE3004465C2 (US07943777-20110517-C00090.png)
ES (1) ES488536A1 (US07943777-20110517-C00090.png)
FR (1) FR2449164A1 (US07943777-20110517-C00090.png)
GB (1) GB2042032B (US07943777-20110517-C00090.png)
GR (1) GR74108B (US07943777-20110517-C00090.png)
HK (1) HK98386A (US07943777-20110517-C00090.png)
IT (1) IT1128225B (US07943777-20110517-C00090.png)
MA (1) MA18720A1 (US07943777-20110517-C00090.png)
MY (1) MY8600091A (US07943777-20110517-C00090.png)
OA (1) OA06466A (US07943777-20110517-C00090.png)
PT (1) PT70828A (US07943777-20110517-C00090.png)
WO (1) WO1980001699A1 (US07943777-20110517-C00090.png)

Families Citing this family (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4594023A (en) * 1984-10-11 1986-06-10 Neill Raymond J O Breakwater construction element
AU627145B2 (en) * 1987-04-21 1992-08-20 Nobuhiko Iwasa Wave dissipating caisson and producing method thereof
US4856934A (en) * 1987-08-06 1989-08-15 Nellco, Inc. Beach builder block
JPS6436109U (US07943777-20110517-C00090.png) * 1987-08-28 1989-03-06
FR2626913B1 (fr) * 1988-02-10 1991-05-10 Sogreah Construction constituee d'un ensemble de blocs artificiels
FR2647135B1 (fr) * 1989-05-22 1991-07-05 Sogreah Bloc artificiel notamment pour la realisation d'ouvrages de protection maritime et fluviale
US5441362A (en) * 1993-09-30 1995-08-15 The United States Of America As Represented By The Secretary Of The Army Concrete armor unit for protecting coastal and hydraulic structures and shorelines
DE4403204A1 (de) * 1994-02-03 1995-08-10 Heinrich Lahme Bauelement, insbesondere zur Verwendung in Wasserschutzbauten wie Deichen und Verfahren zu seiner Herstellung
FR2734292B1 (fr) * 1995-05-18 1997-08-08 Bec Freres Coffrage et outil pour la manipulation d'un coffrage
FR2748044B1 (fr) * 1996-04-25 1998-07-10 Sogelerg Sogreah Bloc de carapace en beton moule monobloc, moule pour la realisation d'un tel bloc
US6464429B2 (en) * 2001-02-23 2002-10-15 Michael D. Moore Artificial reef module for coral reef remediation
BR0312823B1 (pt) * 2002-07-24 2014-12-09 Hbg Civiel B V “elemento protetor para um quebra-mar ou construção de retenção de onda e método e contravento para a sua produção”
KR20040012114A (ko) * 2002-08-01 2004-02-11 코리콤주식회사 조립형 콘크리트 수제
ES2264906B1 (es) * 2005-07-11 2008-01-01 Universidad Politecnica De Valencia Elemento para la formacion de mantos de diques.
CA2678479A1 (en) * 2007-01-31 2008-09-25 United States Government Armor unit
US8287209B2 (en) * 2008-12-11 2012-10-16 Boris Feldman Protective flood barrier system
US9683346B2 (en) 2009-01-15 2017-06-20 Ocean Brick Systems (O.B.S.) Ltd. Perforated structure mountable onto a seabed
CN102348853A (zh) 2009-01-15 2012-02-08 欧申布里克系统有限公司 深水港口
NL2004345C2 (nl) * 2010-03-05 2011-09-09 Hans Hill Dempingselement.
US8888481B2 (en) 2011-01-10 2014-11-18 Stable Concrete Structures, Inc. Machine for manufacturing concrete U-wall type construction blocks by molding each concrete U-wall construction block from concrete poured about a block cage made from reinforcing material while said block cage is loaded within said machine
MX2013006084A (es) * 2013-05-30 2014-10-03 Jose Canto Rincon Sistema multifuncional de bloques de concreto de forma de polipodo.
US9644334B2 (en) * 2013-08-19 2017-05-09 Stable Concrete Structures, Inc. Methods of and systems for controlling water flow, breaking water waves and reducing surface erosion along rivers, streams, waterways and coastal regions
WO2017010580A1 (ko) * 2015-07-13 2017-01-19 한국해양과학기술원 고파랑 대응 소파블록
TWD179529S (zh) * 2015-10-22 2016-11-11 鋼花有限公司 消波塊
KR101632232B1 (ko) * 2015-11-13 2016-06-21 송운용 방파용 소파블록
NL2023195B1 (en) * 2019-05-24 2020-12-02 Koninklijke Bam Groep Nv Crest element for a breakwater, armour layer assembly for a breakwater, breakwater, method of cresting a breakwater, and method of providing an armour on a breakwater.
FR3107135B1 (fr) 2020-02-07 2022-01-14 Idocean Procédé de construction d’une représentation tridimensionnelle virtuelle d’une carapace de digue
FR3118973A1 (fr) 2021-01-20 2022-07-22 Soletanche Freyssinet Méthode de suivi du déplacement de blocs préfabriqués d’une carapace d’une digue
WO2023011738A1 (en) 2021-08-06 2023-02-09 Koninklijke Bam Groep N.V. River training structure, system comprising river training structure, and method for training a river

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1017546A (fr) * 1950-03-10 1952-12-11 Neyrpic Ets Blocs artificiels pour constructions d'ouvrages hydrauliques
FR1242856A (fr) * 1959-01-20 1960-10-07 Grenobloise Etude Appl Bloc artificiel pour la protection d'ouvrages hydrauliques
FR1593287A (US07943777-20110517-C00090.png) * 1968-11-20 1970-05-25
FR2018428A1 (US07943777-20110517-C00090.png) * 1968-09-19 1970-05-29 Kazumi Tokunaga
US3614866A (en) * 1969-02-21 1971-10-26 Kyowa Concrete Kogyo Sapporo S Polypod structure for civil engineering uses
FR2114280A5 (US07943777-20110517-C00090.png) * 1970-11-16 1972-06-30 Alsthom
FR2166650A5 (US07943777-20110517-C00090.png) * 1971-12-27 1973-08-17 Alsthom

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA758321A (en) * 1967-05-09 Gerard E. Jarlan Structural components for marine mounds
US1467929A (en) * 1922-12-09 1923-09-11 Ey Gustav Building block
US3176468A (en) * 1962-02-27 1965-04-06 Takashi Takada Block for absorbing water flow energy
US3380253A (en) * 1966-02-21 1968-04-30 Vita Lawrence Apparatus for controlling erosion
US3582034A (en) * 1969-01-06 1971-06-01 Yoshiro Tsuzuki Mold for casting a breakwater concrete block
ATE34781T1 (de) * 1983-04-13 1988-06-15 Kernforschungsanlage Juelich Anlage zum regenerieren einer ammoniakalischen aetzloesung.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1017546A (fr) * 1950-03-10 1952-12-11 Neyrpic Ets Blocs artificiels pour constructions d'ouvrages hydrauliques
FR1242856A (fr) * 1959-01-20 1960-10-07 Grenobloise Etude Appl Bloc artificiel pour la protection d'ouvrages hydrauliques
FR2018428A1 (US07943777-20110517-C00090.png) * 1968-09-19 1970-05-29 Kazumi Tokunaga
FR1593287A (US07943777-20110517-C00090.png) * 1968-11-20 1970-05-25
US3614866A (en) * 1969-02-21 1971-10-26 Kyowa Concrete Kogyo Sapporo S Polypod structure for civil engineering uses
FR2114280A5 (US07943777-20110517-C00090.png) * 1970-11-16 1972-06-30 Alsthom
FR2166650A5 (US07943777-20110517-C00090.png) * 1971-12-27 1973-08-17 Alsthom

Also Published As

Publication number Publication date
CY1300A (en) 1985-10-18
GB2042032A (en) 1980-09-17
AU5550480A (en) 1980-08-21
US4347017A (en) 1982-08-31
FR2449164A1 (fr) 1980-09-12
JPS55111511A (en) 1980-08-28
PT70828A (fr) 1980-03-01
JPS6013083B2 (ja) 1985-04-05
JPS61257516A (ja) 1986-11-15
MA18720A1 (fr) 1980-10-01
AU532472B2 (en) 1983-09-29
DE3004465C2 (de) 1984-12-20
DE3004465A1 (de) 1980-08-28
GR74108B (US07943777-20110517-C00090.png) 1984-06-06
GB2042032B (en) 1983-01-12
HK98386A (en) 1986-12-24
ES488536A1 (es) 1980-10-01
CA1153900A (fr) 1983-09-20
BR8000858A (pt) 1980-10-29
MY8600091A (en) 1986-12-31
OA06466A (fr) 1981-07-31
FR2449164B1 (US07943777-20110517-C00090.png) 1982-06-25
IT8067214A0 (it) 1980-02-13
IT1128225B (it) 1986-05-28

Similar Documents

Publication Publication Date Title
WO1980001699A1 (fr) Bloc artificiel pour structures maritimes et fluviales
EP0833988B1 (fr) Remblai allege
EP0028558B1 (fr) Procédé pour l'amélioration de la résistance au glissement d'un ouvrage de génie civil et fondation s'y rapportant
EP1165894B1 (fr) Bloc de carapace a surface rugueuse
EP1308562B1 (fr) Structure de conteneur en grillage ou treillis pour la protection contre l'érosion
FR2702784A1 (fr) Elément de construction d'un ouvrage de soutènement et mur de soutènement.
FR2660952A1 (fr) Elements prefabriques pour la realisation d'une dalle et dalle obtenue a partir de ces elements.
EP1039038B1 (fr) Dispositif d'aide au décoffrage
FR2693751A1 (fr) Plaque de revêtement de sol praticable pour couches de drainage et de protection et revêtement de sol correspondant.
BE1008399A6 (fr) Bloc de construction evide interieurement, destine a recevoir un coulis durcissable.
FR2694957A1 (fr) Dispositif de coffrage pour la constitution d'un mur en béton banché.
FR2572745A1 (fr) Bloc de construction d'ouvrages, de structures maritimes et/ou fluviales
EP2325396A1 (fr) Bloc de protection d'ouvrages maritimes et/ou fluviaux, et structure de protection des ouvrages maritimes et/ou fluviaux comprenant une pluralité de tels blocs
BE502686A (US07943777-20110517-C00090.png)
CH699202A1 (fr) Bloc de construction de murs.
EP0273077B1 (fr) Construction de soutènement et procédé pour réaliser cette construction de soutènement
FR3021981A1 (fr) Dispositif de liaison pour relier des structures prefabriquees
FR2524520A1 (fr) Pierre de construction et couche thermiquement isolante pour cette pierre de construction
WO2013164519A1 (fr) Coffrage et plancher associé
CH290810A (fr) Bloc artificiel pour la construction d'ouvrages hydrauliques.
FR2691996A1 (fr) Dispositif pour la fabrication d'éléments de cages d'armatures pour béton armé, et élément de cage d'armature par la mise en Óoeuvre de ce dispositif.
WO2007039692A1 (fr) Bloc de construction d'ouvrages subaquatiques
FR2535763A1 (fr) Systeme de blocs prefabriques pour la construction
EP1062392B1 (fr) Ouvrage de passage sous remblai
FR2755453A1 (fr) Procede pour la construction d'une defense de berge au moyen de dalles

Legal Events

Date Code Title Description
AK Designated states

Designated state(s): MG