EP2314792B1 - Vorrichtung zur Beschwerung eines Geländers, und entsprechende Geländereinheit - Google Patents

Vorrichtung zur Beschwerung eines Geländers, und entsprechende Geländereinheit Download PDF

Info

Publication number
EP2314792B1
EP2314792B1 EP10177557.5A EP10177557A EP2314792B1 EP 2314792 B1 EP2314792 B1 EP 2314792B1 EP 10177557 A EP10177557 A EP 10177557A EP 2314792 B1 EP2314792 B1 EP 2314792B1
Authority
EP
European Patent Office
Prior art keywords
ballasting
platform
guardrail
slabs
frame
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.)
Not-in-force
Application number
EP10177557.5A
Other languages
English (en)
French (fr)
Other versions
EP2314792A3 (de
EP2314792A2 (de
Inventor
Serge Laffay
Bruno Duplat
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP2314792A2 publication Critical patent/EP2314792A2/de
Publication of EP2314792A3 publication Critical patent/EP2314792A3/de
Application granted granted Critical
Publication of EP2314792B1 publication Critical patent/EP2314792B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18—Balustrades; Handrails
    • E04F11/181—Balustrades
    • E04F11/1812—Details of anchoring to the wall or floor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02447—Supporting structures
    • E04F15/02458—Framework supporting the panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
    • E04G21/3233—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
    • E04G21/3233—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof
    • E04G21/3238—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof using counterweights

Definitions

  • the present invention relates to a device for ballasting a guardrail on a surface, such as a roof or terrace.
  • It relates more particularly to a weighting device intended solely for the ballast of a guardrail on a surface, in other words dedicated solely and specifically to ballast railing.
  • ballast the railings by means of ballast buckets on which are fixed the amounts of the railing, these bucket being relatively high to allow sufficient filling of ballast material (gravel, earth , rubble, concrete, etc.).
  • ballast tubs With these ballast tubs, the weight of the ballast is distributed on the ground on a relatively small surface, which has the disadvantage of requiring a relatively high weight ballast and application of a relatively localized ballast effort on the roof or terrace , thereby limiting its use to roofs or terraces designed to support such weighting weights on such localized surfaces.
  • This location of the ballast weight also leads to a compression force on the underlying insulation and / or sealing layer, which can lead to inadmissible deformations of these layers.
  • ballast tubs are particularly unsightly. Indeed, these bucket being relatively high, they harm the visibility and cut the panoramic view that could offer the terrace.
  • the state of the art can be illustrated by teaching the document FR 2,845,827 which discloses a radiotelephone platform for balancing mobile telephony network management means, with integration of a barrier on the sides of the platform to avoid a intrusion inside the platform, because of the risk of electrocution that presents the means of management of mobile network.
  • This platform is weighted on a surface by means of weight plates fixed on sleepers and / or sides of the platform.
  • This document does not describe a weighting device intended solely for the ballast of a railing, but rather describes a platform dedicated to the ballast of mobile telephone network management means.
  • the ballast implemented with this platform can not be adapted to that of a railing alone, for reasons of both size and weight. Indeed, this platform takes advantage of the presence of the mobile network management means to achieve the ballasting of the whole; the weight of these mobile network management means also participating in the ballast of the assembly.
  • FR 2,811,359 discloses a lift structure for the installation of a telecommunication tower, comprising a self-stable bed consisting of a box formed of beams assembled together and equipped with bottom plates to define receiving compartments of a ballast , such as concrete slabs, gravel, earth, cement, etc.
  • a ballast such as concrete slabs, gravel, earth, cement, etc.
  • the ballast can be covered with soil or lawn, and that gates or security fences can be fixed on the edges of the box.
  • these barriers or fences are installed only to prevent intrusion into the structure, because of the risk of electrocution that presents the telecommunication tower.
  • This document does not describe a weighting device intended solely for the ballast of a guardrail, but rather describes a structure dedicated to the weighting of a telecommunication tower with, optionally, safety barriers or fences.
  • the ballast implemented with this structure can not be adapted to that of a railing alone, for reasons of both size and weight. Indeed, this structure takes advantage of the presence of the telecommunication tower to achieve the ballasting of the assembly; the weight of this telecommunication tower also participating in the ballasting of the assembly.
  • the present invention is intended in particular to solve all or part of the aforementioned drawbacks, by proposing a weighting device that allows ballast effectively and only railings on surfaces, such as roofs or terraces, with a distribution of weight large enough to allow ballasting on a wide variety of roofs or terraces and without deterioration of insulation and / or sealing layers, which allows a quick and easy installation, which facilitates storage, handling and transport operations, especially in the elevators, and which has the advantage of being discreet and almost invisible once set up so as not to affect the visibility on the terrace and the aesthetics of the terrace.
  • this ballast device ensures both a weighting of the railing by means of slabs and ballast material, and a moving surface or path next to the guardrail.
  • the ballast is mainly carried out with the ballast slabs mounted on the platform and with the ballast material disposed in the platform, the ballast weight is distributed over the surface of the platform, thus limiting the impact of the ballast on the surface.
  • This ballast device removes the weighting of the railing, this distance making it possible to increase the lever arm of the ballast force implemented by the slabs and the ballast material and thus to reduce the weight (or mass) ballasting required.
  • the ballast is mainly on and in the platform, with the slabs placed on the platform and the ballast material disposed in the platform, so that this device has a relatively small footprint in the vertical direction.
  • the platform relatively flat compared to a ballast bucket known from the state of the art, allows a weighting railings while providing discretion contributing to the visibility on the terrace and the aesthetics of the terrace.
  • this device makes it possible to effectively meet the safety standards in force for the railings, allowing a weighting distributed efficiently relative to the railing and with sufficient ballast weights.
  • the frame comprises sections assembled together removably.
  • the platform is formed of pieces assembled together removably to allow the assembly / disassembly of the platform. Storage, handling, transport, roofing, repair, and modification of the device are greatly facilitated with removable elements.
  • the support means of the slabs comprise crosspieces fixed to the frame.
  • the weight slabs can be placed at least partially on these sleepers.
  • These sleepers may extend, for example in parallel, between two opposing sections constituting the frame; the slabs can thus be arranged on at least two adjacent rows.
  • the bottom wall of the platform has drainage holes, thus allowing drainage of rainwater falling on the terrace.
  • the bottom wall is removably attached to the frame of the platform, thus allowing easy assembly / disassembly of the platform.
  • the support means of the weighting slabs are arranged on either side of the railing attachment means so as to support slabs weighting on either side of the guardrail.
  • This embodiment makes it possible to distribute the ballast weight of the slabs on two opposite sides of the railing, limiting the risks of tilting and further improving the distribution of the ballast weight and therefore the impact of the device on the roof / terrace and on the layers insulation and / or sealing.
  • this characteristic makes it possible to moving / tracking a user on two opposite sides of the railing.
  • the frame and the bottom wall extend on either side of the fastening means of the railing so that the filler and ballast material is disposed of. on both sides of the guardrail.
  • the receiving space of the ballast material extends on either side of the railing attachment means, so that the ballast weight of this ballast mass is distributed on two opposite sides of the guardrail. body, limiting the risks of tilting and further improving the distribution of ballast weight and therefore the impact of the device on the roof / terrace and on the layers of insulation and / or sealing.
  • the railing attachment means comprise guardrail shoes fixed to the frame of the platform and designed to support railing posts.
  • the method further comprises a slab laying step, in the vicinity of the ballast device, partly on the ballast device and partly on studs, so that the weighting slabs the weighting device are at the same level as the slabs next to the ballasting device.
  • the ballast device integrates completely into the surface, remaining almost invisible with the ballast slabs at the same level as the neighboring slabs, thus ensuring excellent visibility.
  • the Figures 1 to 6 illustrate a weighting device according to the invention, a railing 9 on a surface S, such as a roof or a terrace.
  • the platform 1 is formed of pieces assembled together removably, by standard fastening means such as screw / bolt sets, to allow the assembly / disassembly of the platform 1, with conventional tools.
  • the profiles 60, 61 are here four in number and include two longitudinal sections 60 and two transverse sections 61 perpendicular to the longitudinal sections 60; these sections 60, 61 constituting the four perpendicular sides forming the frame 6 of generally parallelepipedal shape.
  • the bottom wall 7 has drainage holes 70 allowing drainage of rainwater once the device in place.
  • This bottom wall 7 of generally rectangular shape, has four lateral flanges 71 intended to be fixed on the four respective sections 60, 61 of the frame 6.
  • the sections 60, 61 and the side flanges 71 are provided with orifice 62, 72 allowing the passage of rivets or fixing screws (not shown).
  • the support means of the slabs 3 comprise several crosspieces 21, 22, 23, 24, 25 fixed to the frame 6, in particular by screwing using, for example, self-drilling screws 26, and extending parallel to one another between the two longitudinal sections 60 opposite of box 6; these cross members extending perpendicularly to the longitudinal profiles 60 and parallel to the transverse profiles 61.
  • the crosspieces 21, 22, 23, 24, 25 are made in the form of steel or aluminum profiles, in the general shape of a square with an "L" or "T" cross-section, so as to support the slabs ballast 3; the distance separating some crosspieces between them being adapted to the dimensions of the slabs 3, such as for example the side of the slabs 3 when the latter are square as illustrated in the figures.
  • these sleepers 51, 52, 53, 54 give the platform 1 the rigidity necessary for its stability and the maintenance of the railing 9.
  • the fastening means 4 of the guardrail 9 comprise two guardrail shoes fixed to the frame 6 of the platform 1 and designed to support the uprights 90 of guardrail.
  • the guardrail shoes 4 are fixed vis-à-vis the respective longitudinal profiles 60, between the second 22 and third 23 cross members, by means of screw assemblies 42 / bolt.
  • the crosspieces 21, 22, 23, 24, 25 for supporting the slabs 3 are arranged on either side of the guardrail shoes, so that the slabs 3 are arranged on either side of the railing 9. More specifically, the first row of slabs 3 is disposed on a rear side said guard rail, while the second and third row of slabs 3 are disposed on a so-called front side, opposite the rear side, of the railing 9.
  • the frame 6 and the bottom wall 7 extend on either side of the guardrail shoes 4, so that the filler and ballast material 5 is disposed on both sides of the railing 9.
  • the weighting device may also comprise a cover 40 extending between the two guardrail shoes 4 to cover the space between the second 22 and third 23 sleepers, and thus improve the aesthetic appearance and improve the sealing of the device.
  • the guardrail shoes 4 are each in the form of a sheath or a hollow part adapted to receive a guardrail 90; clamping means of the railing posts 90 inside the guardrail shoes 4 being advantageously provided.
  • the frame 6 is mounted by assembling the profiles 60, 61, then the guardrail shoes 4 are fixed on the frame 6, and finally the frame 6 is placed on the floor of the terrace.
  • the filler and ballast material 5 is poured onto the bottom wall 7, in the frame 6, so as to at least partially fill the receiving space delimited by the frame 6 and the bottom wall 7.
  • the slabs 3 of weighting are placed on the crosspieces 21, 22, 23, 24, 25, so as to form the three rows of slabs 3 described above.
  • the railing posts 90 are mounted in the guardrail shoes 4, and finally the others elements of the railing 9, namely the smooth 91 and possibly the closure plate 92, are put in place.
  • This weighting device allows to weight the guardrail 9 while not detracting from the visibility of the terrace.
  • the slabs 8 adjacent to the weighting device which are advantageously of the same type as the ballast slabs 3 used for the ballast device, are mounted on studs 80, in particular to be able to arrange between the slabs 8 and the surface S one or several layers of sealing material and / or insulation, such as a polystyrene layer.
  • the thicknesses of the platform 1, and in particular of the frame 6 and its sections 60, 61, are such that the slabs 3 of the weighting device are at the same level as the slabs 8 adjacent to the weighting device, thus creating continuity in the slabs and almost completely concealing the platform 1 of the ballast device.
  • the platform 1 of the weighting device may itself be based on a layer 81 of sealing material and / or insulation, such as a polystyrene layer, as illustrated in FIG. figure 3 .

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (11)

  1. Verfahren zur Belastung eines Geländers (9) auf einer Fläche (S), wie z.B. eines Dachs oder einer Terrasse, das nur zur Belastung des Geländers dient, umfassend:
    - eine Struktur, die eine Plattform (1) bildet, die ausgelegt ist, um auf die Fläche (S) gestellt zu werden,
    - Mittel zum Stützen (21, 22, 23, 24, 25) von Belastungsplatten (3), wobei die Stützmittel auf der Plattform (1) befestigt sind, um die Belastungsplatten (3) zu stützen, die die Belastung der Plattform (1) und die Verschiebung eines Benutzers auf der Plattform (1) ermöglichen; und
    - Mittel zur Befestigung (4) des Geländers (9) auf der Plattform (1), wobei die Befestigungsmittel (4) auf der Plattform (1) befestigt sind,
    dadurch gekennzeichnet, dass die Plattform (1) einen Rahmen (6) umfasst, der mit einer Rückwand (7) versehen ist, um einen Raum zur Aufnahme eines Füll- und Belastungsmaterials (5) zu begrenzen.
  2. Verfahren nach Anspruch 1, wobei der Rahmen (6) Profile (60, 61) umfasst, die untereinander auf abnehmbare Weise verbunden sind.
  3. Verfahren nach Anspruch 1 oder 2, wobei die Mittel zum Stützen der Belastungsplatten (3) Querträger (21, 22, 23, 24, 25) umfassen, die auf dem Rahmen (6) befestigt sind.
  4. Vorrichtung nach einem der vorhergehenden Ansprüche, wobei die Rückwand (7) der Plattform (1) Drainageöffnungen (70) aufweist.
  5. Vorrichtung nach einem der vorhergehenden Ansprüche, wobei die Rückwand (7) auf abnehmbare Weise auf dem Rahmen (6) der Plattform (1) befestigt ist.
  6. Vorrichtung nach einem der vorhergehenden Ansprüche, wobei die Mittel zum Stützen (21, 22, 23, 24, 25) der Belastungsplatten (3) auf beiden Seiten der Befestigungsmittel (4) des Geländers (9) angeordnet sind, um die Belastungsplatten (3) auf beiden Seiten des Geländers (9) zu stützen.
  7. Vorrichtung nach einem der vorhergehenden Ansprüche, wobei sich der Rahmen (6) und die Rückwand (7) auf beiden Seiten der Befestigungsmittel (4) des Geländers (9) erstrecken, so dass das Füll- und Belastungsmaterial (5) auf beiden Seiten des Geländers (9) angeordnet ist.
  8. Vorrichtung nach einem der vorhergehenden Ansprüche, wobei die Mittel zur Befestigung des Geländers Geländerschuhe (4) umfassen, die auf dem Rahmen (6) der Plattform (1) befestigt und entworfen sind, um Geländerpfosten (90) zu stützen.
  9. Geländereinheit, umfassend:
    - eine Belastungsvorrichtung nach einem der vorhergehenden Ansprüche;
    - mindestens ein Geländer (9), das auf der Plattform (1) der Belastungsvorrichtung mit Hilfe der Befestigungsmittel (4) befestigt ist;
    - Belastungsplatten (3), die von den Mitteln zur Stützung (21, 22, 23, 24, 25) der Belastungsvorrichtung gestützt werden, um die Plattform (1) zu belasten und die Verschiebung eines Benutzers auf der Plattform (1) neben dem Geländer (9) zu ermöglichen; und
    - Füll- und Belastungsmaterial (5), insbesondere vom Typ Bauschutt, Schotter, Erde oder dergleichen, das unter den Belastungsplatten (3) im Aufnahmeraum angeordnet ist, der durch den Rahmen (6) und die Rückwand (7) der Plattform (1) begrenzt ist, um die Pattform (1) zu belasten.
  10. Verfahren zur Installation einer Geländereinheit nach Anspruch 9 auf einer Fläche (S), wie z.B. einem Dach oder einer Terrasse, umfassend die folgenden Schritte:
    - Anbringen einer Belastungsvorrichtung nach einem der Ansprüche 1 bis 8 auf der Fläche (S), eventuell, indem eine Schicht (81) aus Isolier- und/der Dichtungsmaterial dazwischen angebracht wird;
    - Füllen, mindestens teilweise, des Aufnahmeraums, der vom Rahmen (6) und der Rückwand (7) der Plattform (1) der Belastungsvorrichtung begrenzt ist, mit Füll- und Belastungsmaterial (5).
    - Anbringen der Belastungsplatten (3) auf den Mitteln zum Stützen (21, 22, 23, 24, 25) der Belastungsvorrichtung;
    - Befestigen von mindestens einem Geländer (9) auf der Plattform (1) der Belastungsvorrichtung.
  11. Verfahren nach Anspruch 10, umfassend außerdem einen Schritt des Anbringens von Platten (8) benachbart von der Belastungsvorrichtung, teilweise auf der Belastungsvorrichtung und teilweise auf Kontakten (80), so dass sich die Belastungsplatten (3) der Belastungsvorrichtung auf der gleichen Ebene wie die benachbarten Platten (8) des Belastungsvorrichtung befinden.
EP10177557.5A 2009-10-13 2010-09-20 Vorrichtung zur Beschwerung eines Geländers, und entsprechende Geländereinheit Not-in-force EP2314792B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0957141A FR2951210B1 (fr) 2009-10-13 2009-10-13 Dispositif de lestage de garde-corps et ensemble de garde-corps associe

Publications (3)

Publication Number Publication Date
EP2314792A2 EP2314792A2 (de) 2011-04-27
EP2314792A3 EP2314792A3 (de) 2011-09-21
EP2314792B1 true EP2314792B1 (de) 2014-11-26

Family

ID=41788637

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10177557.5A Not-in-force EP2314792B1 (de) 2009-10-13 2010-09-20 Vorrichtung zur Beschwerung eines Geländers, und entsprechende Geländereinheit

Country Status (2)

Country Link
EP (1) EP2314792B1 (de)
FR (1) FR2951210B1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3118981A1 (fr) * 2021-01-15 2022-07-22 Hussor Mécanisme de lestage

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
LU91815B1 (fr) * 2011-05-10 2012-11-12 Capital Access Sarl Dispositif d'ancrage pour système de ligne de vie
CH706197B1 (de) * 2012-03-06 2015-08-28 Schlegel Ag Geländer und begehbares Dach.
CN111877652B (zh) * 2020-08-05 2021-07-02 中国建筑股份有限公司 一种杂砌仿古屋顶的观景步道系统的施工方法
FR3146156A1 (fr) 2023-02-23 2024-08-30 Dani Alu Système de garde-corps autoporté

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2701985B1 (fr) * 1993-02-26 1995-04-07 Construction Metallique De Bonneville Cloture auto-stable
FR2811359B3 (fr) * 2000-07-10 2002-05-17 Camusat S A Structure de sustentation pour l'installation de pylones, notamment de telecommunication
FR2845827B1 (fr) * 2002-10-14 2004-12-24 Bouygues Telecom Sa Plateforme radiotelephonique demontable
FR2886660B1 (fr) * 2005-06-02 2007-09-07 Somep Ind Soc Par Actions Simp Garde corps relevable et support d'antenne de telecommunications mettant en oeuvre un tel garde corps
WO2009004149A2 (fr) * 2007-05-29 2009-01-08 Dani Alu Sabot de garde-corps et organe d'etancheite pour sabot de garde-corps
AU2008100899A4 (en) * 2007-09-14 2008-10-23 Neleh Investments P/L Temporary fencing 2-part blocks

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3118981A1 (fr) * 2021-01-15 2022-07-22 Hussor Mécanisme de lestage

Also Published As

Publication number Publication date
FR2951210B1 (fr) 2011-11-04
FR2951210A1 (fr) 2011-04-15
EP2314792A3 (de) 2011-09-21
EP2314792A2 (de) 2011-04-27

Similar Documents

Publication Publication Date Title
EP2314792B1 (de) Vorrichtung zur Beschwerung eines Geländers, und entsprechende Geländereinheit
EP2642046B1 (de) Einzäunungssystem
FR2954370A1 (fr) Plateforme telle que balcon ou terrasse
FR2950956A1 (fr) Dispositif de lestage de panneau solaire
FR3112440A1 (fr) Support pour panneaux photovoltaïques et abri photovoltaïque correspondant
FR2818998A1 (fr) Procede pour la realisation d'ouvrages de genie civil, et notamment de piscines ou bassins de retenue d'eau, et moyens pour sa mise en oeuvre
FR3127969A1 (fr) Dispositif modulaire de pose d’un appareillage sur une plateforme
FR2587397A1 (fr) Construction porteuse pour tribunes
FR2990968A1 (fr) Structure de plancher
KR100662819B1 (ko) 도로 경사면용 조립식 계단
FR2939817A1 (fr) Bloc elementaire prefabrique pour la construction d'un mur a isolation exterieure
EP3581735B1 (de) Geländer und verfahren zur erstellung einer sicherheitsbalustrade
EP0004998A2 (de) Baustruktur
EP2700770B1 (de) Tragendes element für den boden eines parkhauses, dessen metallskeletttragwerk erweiterbar ist
FR3106353A1 (fr) Fourreau d’accroche d’accessoire intégré à une paroi de coffrage
WO2009087321A1 (fr) Element prefabrique pour la realisation d'une dalle en beton arme et dalle ainsi realisee
FR2516114A1 (fr) Elements d'ossature de support pour plaques ou grilles de couverture
EP2821552B1 (de) Laufsteg und Herstellungsverfahren eines solchen Laufstegs
FR3146156A1 (fr) Système de garde-corps autoporté
EP0826840A1 (de) Bauzelle
FR2938856A1 (fr) Chapiteau prefabrique en beton, et procede de mise en oeuvre d'un tel chapiteau dans une ossature de plancher
EP2411590B1 (de) Dach für ein industriegebäude
CH694702A5 (fr) Construction modulaire comportant au moins quatre montants verticaux et des contreventements.
FR2530696A1 (fr) Couronnement de digue brise-lames
FR2890401A1 (fr) Structure d'ancrage de pylones, notamment de telecommunication.

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME RS

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME RS

RIC1 Information provided on ipc code assigned before grant

Ipc: E04F 11/18 20060101AFI20110818BHEP

Ipc: E04G 21/32 20060101ALI20110818BHEP

Ipc: E04F 15/024 20060101ALI20110818BHEP

17P Request for examination filed

Effective date: 20111129

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20140715

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 698318

Country of ref document: AT

Kind code of ref document: T

Effective date: 20141215

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602010020492

Country of ref document: DE

Effective date: 20150108

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20141126

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 698318

Country of ref document: AT

Kind code of ref document: T

Effective date: 20141126

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150226

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150326

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150326

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150227

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602010020492

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20150827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150920

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20150920

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150930

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150930

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150920

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150920

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20100920

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150930

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20170728

Year of fee payment: 8

Ref country code: FR

Payment date: 20170728

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141126

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602010020492

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190402

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180930