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EP3272971B1 - Cloture - Google Patents

Cloture Download PDF

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Publication number
EP3272971B1
EP3272971B1 EP17181527.7A EP17181527A EP3272971B1 EP 3272971 B1 EP3272971 B1 EP 3272971B1 EP 17181527 A EP17181527 A EP 17181527A EP 3272971 B1 EP3272971 B1 EP 3272971B1
Authority
EP
European Patent Office
Prior art keywords
upright
connection
support element
ground
fence structure
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
EP17181527.7A
Other languages
German (de)
English (en)
Other versions
EP3272971A1 (fr
Inventor
Manuel CRACCO
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.)
Cracco Srl
Original Assignee
Cracco Srl
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 EP16180830.8A external-priority patent/EP3133228B1/fr
Application filed by Cracco Srl filed Critical Cracco Srl
Priority to EP20160009.5A priority Critical patent/EP3683385B1/fr
Publication of EP3272971A1 publication Critical patent/EP3272971A1/fr
Application granted granted Critical
Publication of EP3272971B1 publication Critical patent/EP3272971B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20—Posts therefor
    • E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2276—Clamping poles or posts on a stub

Definitions

  • the present finding refers to a modular fence structure with high mounting simplicity and reduced maintenance.
  • Such fencing is generally constituted by wooden prefabricated structural elements that are assembled together by using various connection systems.
  • the fences of known type also have criticalities tied, for example, to the mounting, and in particular to the connection of the crosspieces with the uprights.
  • the task of the present finding is therefore that of attaining a modular fence structure which overcomes the drawbacks of the abovementioned prior art, and which in particular is simple to make and assemble.
  • one particular object of the finding is to provide a modular fence structure that is obtained with materials capable of combining high resistance to wear and signs of time with limited environmental and landscape impact.
  • Another object of the finding is to provide a modular fence structure which allows considerably reducing the costs of labor during the achievement step.
  • Still another object of the finding is to provide a modular fence structure which allows increasing the array of the achievable models, starting from the same structural components.
  • Not least object of the finding is to provide a modular fence structure which is capable of ensuring the widest assurances of reliability and safety during use.
  • a modular fence structure is indicated in its entirety with the reference number 1.
  • the structure 1 is essentially composed of a series of uprights 2 suitable for a vertical fixing to the ground and conceived for supporting transverse containment elements 3.
  • the uprights 2 are constituted by metal tubular bodies preferably made of COR-TEN steel, or of other materials with substantially analogous characteristics, which can have substantially circular or polygonal cross section, in accordance with the requirements.
  • COR-TEN steel among the various available materials, is determined by the desire to intervene on the territory with minimum environmental and landscape impact, without however compromising the strength of the structure 1 as well as its ease of assembly.
  • the containment elements 3 are constituted by stringers 4, preferably made of wood or round, semi-round or square steel, jointed to the uprights 2 and arranged on one or more superimposed horizontal rows.
  • the stringers 4 are combined with oblique crosspieces 5, preferably made of half-round or square wood, associated with the uprights 2 and arranged as St. Andrew's Cross.
  • the containment elements 3 can be constituted by metal rods 6, preferably made of COR-TEN steel, joined to the uprights 2 and equipped with vertically arranged boards 7.
  • the containment elements 3 can instead consist of gridlike modular panels, as illustrated as an example in figures 5 and 6 in which they are respectively indicated with the reference numbers 8 and 9, or of cover panels 10, transparent or not transparent, as illustrated in figure 7 .
  • containment elements 3 could also be constituted by nets, ropes, windbreak panels, and still other items, without departing from the scope of the employed solution idea.
  • shaped notches 11 can be defined which allow quickly and safely connecting the containment elements 3.
  • shaped notches 11 illustrated in figures 1 to 7 have a shape substantially complementary to that of the cross section of suitable fixing elements 12, which are made integral with the containment elements 3 and associable with the uprights 2.
  • diametrically-opposed pairs of shaped notches 11 define through seats for the fixing elements 12 on the uprights 2, which are inserted therein, with possibility of sliding in a manner such to traverse the same uprights 2 from side to side, projecting from opposite sides.
  • the shaped notches 11 have size corresponding to the cross section of the fixing elements 12, such that one or each fixing elements 12 is insertable to size, hence substantially without clearance, in the respective shaped notch 11.
  • the complementarity between a shaped notch 11 and a respective fixing element means that only a respective fixing element 12 is insertable in the shaped notch 11 or in each of the shaped notches 11 and therefore not a containment element to be supported, whose ends are thus not inserted in the axial opening of respective uprights.
  • this ensures stronger uprights as well as a quick and effective insertion of the fixing element 12 in the shaped notch 11, as well as the maintenance in correct work position of the fixing element 12, in particular as long as the same is not connected or fixed to one or more containment elements.
  • pairs of shaped notches 11 are defined on the side of the uprights 2, at the top part and bottom part, i.e. substantially at the two opposite ends of the portions of the uprights 2 that project from the ground.
  • the shaped notches 11 are advantageously elongated slots defined longitudinally or transversely with respect to the uprights 2.
  • the aforesaid elongated slots can be defined in a manner such to be operatively vertical or operatively horizontal in accordance with the requirements.
  • the fixing elements 12 instead consist of a series of metal plates, preferably made of COR-TEN steel, which suitably have slotted holes 13 made on the opposite ends thereof.
  • the slotted holes 13 allow fixing the containment elements 3 to the aforesaid plates by means of screws 14, bolts, rivets, or other equivalent connection members.
  • such plates can also comprise mechanical blocks, constituted for example by projections that project from their profile, which fix the length of the plate sections insertable in the shaped notches 11 and block the sliding thereof relative to the uprights 2.
  • the uprights 2 can also comprise holes 15, or grooves 16, conceived in a manner such to receive the ends of the stringers 4.
  • the shaped notches can assume a different shape.
  • some or all the shaped notches 111 can be substantially H-shaped, in a manner so as to define wings 17 on the front of the uprights 2, such wings 17 being susceptible of being bent towards each other, in a manner such to substantially form flat connection zones where it is possible to easily set and fix the containment elements 3.
  • bending raisers 18 can be provided that are essentially constituted by perforated slits.
  • the containment elements 3 can be constituted by bars 19, preferably made of round, semi-round or square wood, joined to the wings 17 by means of self-drilling screws.
  • the use of the laser in cutting the uprights 2 allows executing complex cutting lines with high precision, reducing both the times for making the fence according to the finding, and the working discards.
  • the assembly of the modular fence structure is particularly simple and quick.
  • the structure is initially disassembled and its assembly starts with the installation of the uprights 2 which represent the essential elements for supporting the entire structure.
  • the uprights 2 can be laid in various ways, for example by means of obtaining suitable concrete foundations, clamped with screws or screw anchors or by means of the pin system as represented in figures from 11 to 18.
  • a modular fence structure 1a which comprises at least one upright 2 adapted to support at least one transverse containment element (if desired, as indicated above with reference to figures 1 to 10 ) and/or at least one stringer 4, for example as described above; such upright 2 is constituted by a tubular body, if desired metallic.
  • connection and support element 20 e.g. a bar or round bar or pin, if desired made of iron, for the connection, e.g. removable, to the ground S (see figures 11 to 14 ) or to a curb or low C (see figure 15 ) wall constrained or fixed to the ground S of the upright 2 and the support thereof;
  • connection and support element 20 is, on one side, connectable or fixable or fitted in the ground S or in a curb or low C wall and on the other side it is insertable or inserted in the through hole 2a delimited by a respective upright 2 or in any case it can be arranged side-by-side or outside a respective upright 2.
  • connection and support element 20 is arranged adjacent to and, if desired, in contact for the entire longitudinal extension thereof with the upright 2, in particular a lower, in use, internal surface section 2c of the upright 2.
  • connection and support element 20 is preferably parallel to the longitudinal extension axis of the respective upright 2, for example vertical or substantially vertical.
  • the structure also comprises means 21, 22 for constraining or engaging the connection and support element 20 with the upright or with the respective upright 2.
  • the means for constraining 21, 22 comprise at least one U-shaped or C-shaped clamp or bracket 21 enclosing or at least partially placed around the connection and support element 20 and with at least one free end 21a inserted in and constrained to the upright 2 or to the lateral wall thereof.
  • one or both free ends 21a of the clamp 21 is/are threaded and in such case the structure comprises at least one nut or a pair of nuts 22, each in screwing engagement with a threaded free end 21a; each nut 22 preferably abuts against the external surface 2b of the upright 2, in particular if the connection and support element 20 is inserted in the upright 2 or against the internal surface 2c of the upright, in particular if the connection and support element 20 flanks, from the outside, the upright 2, but in both cases such to constrain the upright 2 to the clamp 21 and to the connection and support element 20.
  • the clamp or bracket encloses the connection and support element 20 and due to the nut 22 tightens - preferably removably - the connection and support element 20 against the external surface 2b or internal surface 2c of the upright 2.
  • connection and support elements 20 With one such structure it is possible to removably fix the uprights 2 in the ground. To do this, one first installs or forcible fits the connection and support elements 20 in the soil or ground, if desired by means of the use of pile-driver devices, for example in a layer of fresh concrete CL previously deposited on the or in the ground S or in dip formed or delimited by the ground S (see figure 14 ), or one covers the connection and support elements 20 with resin or glue and then the same are inserted or fixed in cement curbs or low walls C, in particular made of reinforced concrete, which curbs or low walls C have been previously constrained or fixed to the ground.
  • the tubular uprights are fixed, previously provided with holes by means of suitable clamps.
  • the upright 2 is arranged or inserted, in particular from above, about the connection and support element 20, i.e. in such a way as to make the connection and support element 20 to enter in the through hole 2a delimited by the upright 2 and the connection and support element 20 is fixed to the upright 2 by means 21, 22 for constraining or engaging.
  • the bar or round bar or pin 20 has a diameter or cross section lower than the diameter or cross section of the hole 2a delimited by the or a respective upright 2, for example between about 1/8 and about 1/2 or between about 1/6 and about 1/3 of the diameter or cross section of the hole 2a delimited by the or by a respective upright.
  • the diameter of the pin 20 (if the same has circular section) could be equal to a value ranging between 10 and 40 mm, e.g. between 20 and 30 mm, preferably between 26 and 28 mm, whereas the diameter of the upright 2 (if the same has circular section) could be equal to a value ranging between 50 and 200 mm, e.g. between 60 and 150 mm.
  • the pin 20 and/or the upright 2 could have section different with respect to the now indicated values.
  • a structure or system like that illustrated in figures 11 to 15 allows a removable mounting of one or more uprights and can for example be used for cleaning embankments and slopes or for a rapid removal of the installed system in case of emergencies (rescue, floods, overflows).
  • the upright 2 is not fitted or inserted in the ground S or in a curb or small wall C, but it is for example laid thereon or raised, for example for 1-10 cm with respect thereto and supported, preferably only, by the connection and support element 20, with the aim of preventing the upright 2, in particular if the same is made of COR-TEN, from coming into contact with the water, which is usually present in the ground.
  • the pin or round bar 20 can also be made of a traditional steel lined for reinforced concrete, which can have anti-rotation characteristics and be knurled, in which case it ensures an increased adherence both to the ground and with regard to the surface of the respective upright 2.
  • the uprights 2 and the stringers 3 are obtained by means of laser technology and do not require subsequent working, in particular manual workshop working, e.g. welding, perforating, smoothing etcetera.
  • the pin or round bar 20 can have length equal to about 20-120 cm, for example about 80-120 cm, if desired 100 cm for fixing on the ground, or for example 20-60 cm, if desired 40 cm for fixing on concrete.
  • the pin 20 can be fitted or inserted for about 70-90% of its length, e.g. 80%, in the ground or about 40-60% of its length, e.g. 50%, in concrete.
  • connection and support element comprises a section bar or post 200, for example made of steel, such as UNP 65 - S275JR steel, if desired having a U-shaped section, in particular having a U-shaped cross section, in use, horizontal.
  • the section bar or post 200 can include a main sheet 200a with two edges or wings 200b folded, for example by 90° with respect to the main sheet 200a.
  • the section bar or post 200 is inserted in the upright 2 with main or longitudinal extension axis parallel or substantially parallel to the main longitudinal axis or longitudinal symmetry axis of the upright 2 and it is then constrained thereto with the main sheet 200a having ends in contact with respective segments of the internal surface 2c of the upright and if desired edges or wings 200b extending from such position towards the center or inner of the axial hole 2a of the upright 2, or in contact with respective segments of the external surface 2b of the upright 2 and if desired edges or wings 200b extending from such position moving away from the upright 2.
  • section bar or post 200 can be located side-by-side or outside a respective upright 2.
  • the means for constraining or engaging 24 of the connection and support element 200 to the upright 2 can instead include a screw or bolt 24a engageable with one or a pair of nuts 24b, 24c or similar means.
  • the bolt or screw 24a of the means for constraining or engaging 24 is caused to pass throughout the upright 2 and throughout the main sheet 200a, if provided, and for example constrained to each of them by means of a respective nut 24b, 24c.
  • a first nut 24b is provided for constraining or tightening the screw 24a to the main sheet 200a and a second nut 24c is provided for constraining or tightening the screw 24a to the upright 2.
  • the section bar or post 200 can delimit first slots (not shown in the drawings) having for example main extension, in use, vertical, whereas the upright 2 can include second slots (not shown in the drawings) having for example main extension, in use, horizontal and partially aligned with the slots in the section bar or post 200 for the insertion of screws or bolts 24a of the means for constraining or engaging 24, so that it is possible to arrange bidirectional adjustments for the alignment or installation of the fence 1b.
  • first slots could be with horizontal main extension and the second slots could be with vertical main extension.
  • the vertical slots are also needed because the pile driver machine cannot have a millimetric precision on the insertion depth.
  • the solution shown in figures 16 to 18 is particularly adapted for installing long parts of fence and by means of a so called pile driver machine it is possible to shorten the laying times, without the need to make excavations or placing cement.
  • the U-shaped section of the section bar 200 is such as to increase the cohesion with the surrounding ground and, as soon as such section bar has been inserted, the same is almost unmovable.
  • the specific configuration of its cross section is such to render it static and with no elasticity.
  • a section bar 200 could have length between about 0.5 and 2.5 m, for example between 1 and 1.5 m.
  • the section 200 can be fitted or inserted for about 70-90% of its length, e.g. 80%, in the ground.
  • the thickness of the main sheet 200a can vary between 4 and 8 mm, for example between 5 and 6 mm; if desired such thickness is equal to 5.5.
  • the thickness of the edges or wings 200b can vary between 6 and 10 mm, for example between 7 and 8 mm; if desired such thickness is equal to 7.5.
  • the length of the edges or wings 200b is, preferably, equal or lower than the radius or half the width of the upright 2.
  • the thickness of the section bar 200 ensures a long time duration before the material deteriorates or loses mechanical resistance.
  • section of the section bar 200 has shown to be suitable for the insertion or fixing in the ground S by means of a pile driver machine, since the section bar 200 does not undergo deformation while it is installed by such machine.
  • the upright 2 is not fitted or inserted in the ground S or in a curb or small wall C, but it is for example laid thereon or raised, for example for 1-10 cm with respect thereto and supported by the connection and support element 200, this with the aim of preventing the upright 2, in particular if the same is made of COR-TEN, from coming into contact with the water, which is usually present in the ground.
  • the bae of the upright 2 could for example be concealed by means of a grass layer G above the ground S.
  • connection and support element 200 is fitted or inserted, for example by means of a pile driver machine, in the soil or ground S or in a curb or small wall C constrained or fixed to the ground S.
  • connection and support element 200 is fixed to the upright 2 by means of the means for constraining or engaging 24.
  • the upright 2 is not fitted or inserted in the ground S or in a curb or small wall C, but it is laid thereon or raised with respect thereto and supported, preferably only, by the connection and support element 200 and by the means for constraining or engaging 24.
  • the fence structures 1a and 1b illustrated in figures 11 to 18 could include a plurality of uprights, e.g. as illustrated in figures 1 to 10 , all or only some among such uprights could be removably connected to the ground by means of a connection and support element 20, 200.
  • Part of the structure according to the finding is in fact made of COR-TEN steel and therefore is capable both of self-protection from electrochemical corrosion, with undoubted advantages in terms of fence duration and safety, and of maintaining low environmental and landscape impact.
  • Another advantage of the modular fence structure according to the finding lies in the reduced bulk of the disassembled components; such property facilitates both the storage and the transport.
  • the fence structures shown in figures 11 to 18 ensure instead a stable and safe fixing of an upright making it possible, among the other things, an optimum formation of the protective layer thereon, if an upright made of COR-TEN steel is used.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Fencing (AREA)

Claims (8)

  1. Structure de clôture modulaire, comprenant au moins un montant (2) adapté pour supporter au moins un élément de maintien transversal (3, 4, 6, 8, 9, 10, 19) et/ou au moins un longeron (4), ledit au moins un montant (2) étant constitué d'un corps tubulaire avec un trou traversant (2a), ladite structure de clôture modulaire comprenant en outre au moins un élément de raccordement et de support (20) dudit au moins un montant (2) pour le raccordement, par exemple amovible, dudit au moins un montant (2) au sol (S) ou dans un trottoir ou un muret (B) maintenu au sol (S) ainsi que pour le support dudit au moins un montant (2), ledit au moins un élément de raccordement et de support (20) pouvant, d'un côté, être raccordé ou fixé ou installé dans le sol (S) ou dans un trottoir ou un muret (B) et de l'autre côté étant insérable ou pouvant être inséré dans le trou traversant (2a) délimité par un montant (2) respectif ou agencé côte-à-côte ou en dehors d'un montant (2) respectif, ladite structure comprenant également des moyens de maintien (21, 22) ou d'accouplement (24) dudit au moins un élément de raccordement et de support (20) avec ledit au moins un montant (2), caractérisé en ce que lesdits moyens de maintien ou d'accouplement comprennent au moins une fixation ou support (21) en U ou en C placée au moins partiellement autour dudit au moins un élément de raccordement et de support (20) et avec au moins une extrémité libre (21a) insérée dans et maintenue sur ledit au moins un montant (2).
  2. Structure de clôture modulaire selon la revendication 1, caractérisée en ce que ladite au moins une extrémité libre (21a) de ladite au moins une fixation (21) est filetée et dans laquelle ladite structure comprend au moins un écrou (22) vissé avec ladite au moins une extrémité libre (21a) filetée et agencé pour entrer en butée contre la surface extérieure (2b) ou contre la surface intérieure (2c) dudit au moins un montant (2).
  3. Structure de clôture modulaire selon la revendication 1 ou 2, caractérisée en ce que ledit au moins un élément de raccordement et de support (20, 200) comprend une barre ronde ou une barre.
  4. Structure de clôture modulaire selon l'une quelconque des revendications 1 à 3, dans laquelle ledit au moins un montant comprend une pluralité de montants (2) adaptés pour soutenir une pluralité d'éléments de maintien transversal (3, 4, 6, 8, 9, 10, 19), lesdits montants (2) étant constitués de corps tubulaires métalliques, ladite structure étant caractérisée en ce que lesdits montants (2) comprennent une pluralité d'encoches formées (11, 111), réalisées le long de l'extension de ceux-ci, adaptées pour permettre le raccordement rapide et sûr desdits éléments de maintien (3, 4, 6, 8, 9, 10, 19).
  5. Structure de clôture modulaire selon au moins l'une des revendications précédentes, caractérisée en ce que ledit au moins un montant (2) est constitué d'acier COR-TEN.
  6. Procédé de fixation dans le sol d'une structure de clôture modulaire selon l'une des revendications précédentes, comprenant les étapes suivantes :
    - installation ou insertion dudit au moins un élément de raccordement et de support (20) dans le sol (S) ou dans un trottoir ou un muret (C) maintenu ou fixé au sol (S) ;
    - agencement dudit au moins un montant (2) autour ou côte-à-côte dudit élément de raccordement et de support (20), et
    - fixation dudit au moins un élément de raccordement et de support (20) audit au moins un montant (2) à travers lesdits moyens de maintien (21, 22) ou d'accouplement.
  7. Procédé selon la revendication 6, dans lequel ledit au moins un montant (2) n'est pas installé ou inséré dans le sol (S) ou dans un trottoir ou un muret (C), mais est posé dessus ou relevé par rapport à ceux-ci et supporté par ledit au moins un élément de raccordement et de support (20) et par lesdits moyens de maintien (21, 22) ou d'accouplement.
  8. Procédé selon la revendication 6 ou 7, dans lequel ledit au moins un élément de raccordement et de support (20) est installé ou inséré dans le sol (S) ou dans un trottoir ou un muret (C) maintenu ou fixé au sol (S) au moyen d'un mât de battage.
EP17181527.7A 2016-07-22 2017-07-14 Cloture Active EP3272971B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP20160009.5A EP3683385B1 (fr) 2016-07-22 2017-07-14 Ensemble clôture modulaire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16180830.8A EP3133228B1 (fr) 2015-07-22 2016-07-22 Un arrangement de clôture modulaire

Related Child Applications (2)

Application Number Title Priority Date Filing Date
EP20160009.5A Division EP3683385B1 (fr) 2016-07-22 2017-07-14 Ensemble clôture modulaire
EP20160009.5A Division-Into EP3683385B1 (fr) 2016-07-22 2017-07-14 Ensemble clôture modulaire

Publications (2)

Publication Number Publication Date
EP3272971A1 EP3272971A1 (fr) 2018-01-24
EP3272971B1 true EP3272971B1 (fr) 2021-09-01

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EP20160009.5A Active EP3683385B1 (fr) 2016-07-22 2017-07-14 Ensemble clôture modulaire
EP17181527.7A Active EP3272971B1 (fr) 2016-07-22 2017-07-14 Cloture

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EP20160009.5A Active EP3683385B1 (fr) 2016-07-22 2017-07-14 Ensemble clôture modulaire

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EP (2) EP3683385B1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BR202019026975U2 (pt) * 2019-12-17 2021-06-29 Diviaves Equipamentos Para Aviário Ltda Me Disposições aplicadas em grade divisória e seus elementos de conexão
BR202020003450U2 (pt) * 2020-02-19 2021-08-31 Diviaves Equipamentos Para Aviário Ltda Me Grade divisória expansiva e seus elementos de conexão
CN115095226B (zh) * 2022-06-05 2023-11-14 中建八局第三建设有限公司 一种轻型高大围挡及架设方法

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CH698163B1 (de) * 2006-10-11 2009-06-15 Atrena Ag Zaunpfahl.
WO2008114031A1 (fr) * 2007-03-21 2008-09-25 Vincent Michael Demarest Optimisations de l'enfoncement de pieu ou connexes à l'enfoncement de pieu
FR2974834B1 (fr) * 2011-05-04 2013-05-31 Maxilor Dispositif compose d'un poteau de cloture, constitue d'un profile essentiellement tubulaire, et d'une embase au moins partiellement enterree dans le sol

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Publication number Publication date
EP3272971A1 (fr) 2018-01-24
EP3683385B1 (fr) 2021-10-27
EP3683385A2 (fr) 2020-07-22
EP3683385A3 (fr) 2020-09-02

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