EP3710650B1 - Dispositif de protection de personnes contre une chute - Google Patents

Dispositif de protection de personnes contre une chute Download PDF

Info

Publication number
EP3710650B1
EP3710650B1 EP19707726.6A EP19707726A EP3710650B1 EP 3710650 B1 EP3710650 B1 EP 3710650B1 EP 19707726 A EP19707726 A EP 19707726A EP 3710650 B1 EP3710650 B1 EP 3710650B1
Authority
EP
European Patent Office
Prior art keywords
different
fall protection
variants
support tube
base plates
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
EP19707726.6A
Other languages
German (de)
English (en)
Other versions
EP3710650C0 (fr
EP3710650A1 (fr
Inventor
Nils Teiner
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.)
Skylotec GmbH
Original Assignee
Skylotec GmbH
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 Skylotec GmbH filed Critical Skylotec GmbH
Publication of EP3710650A1 publication Critical patent/EP3710650A1/fr
Application granted granted Critical
Publication of EP3710650C0 publication Critical patent/EP3710650C0/fr
Publication of EP3710650B1 publication Critical patent/EP3710650B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3276—Arrangements on buildings for connecting safety-lines
    • A—HUMAN NECESSITIES
    • A62—LIFE-SAVING; FIRE-FIGHTING
    • A62B—DEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
    • A62B35/00—Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
    • A62B35/0043—Lifelines, lanyards, and anchors therefore
    • A62B35/0068—Anchors

Definitions

  • the present invention relates to a modular system for assembling devices for securing people against falling, in particular from a roof, comprising a base plate that can be fastened to a substrate, a support tube that protrudes upwards from this base plate, and means for attaching a support tube arranged in the upper end region of the support tube rope, by which the person is secured against falling.
  • Fall protection devices of the aforementioned type have long been known from the prior art and are used in particular to secure people who work on flat roofs.
  • Basic requirements for such fall protection, in particular with regard to its load capacity, are specified in DIN EN 795, the content of which is hereby referred to.
  • a post protruding upwards from the roof substructure is provided as a support tube, a foot plate that can be fastened to the substructure of the roof construction and is connected to the lower end of the post by gluing and a ring nut with an eyelet is located at the upper end of the post.
  • the previously known fall arrest device further comprises a cable system inside the tubular hollow post, which is connected on the one hand to the base plate and on the other hand is connected to the ring nut via an angle at the upper end of the post.
  • WO 2012/021563 A2 discloses an energy absorber comprising a monolithic piece of ductile material comprising a first end and a second end. The material is formed to include at least a first longitudinally extending portion that extends continuously between the first end and the second end.
  • Fall protection of this type must be designed for two load cases.
  • One load case is securing the post against impact if a person working on the roof accidentally hits the post.
  • a defined deformation value of 10 mm for example, must not be exceeded with a laterally acting impact force of up to 300 kg.
  • This is to be distinguished from the second actual load case of fall protection, according to which the device must withstand a transverse force of, for example, 1.2 t so that the tensile load occurring when a person falls from the roof via the rope attached to the eyelet is absorbed.
  • AT 11 927 U1 discloses fall protection for securing people on building roofs or facades, comprising a base plate that can be fastened to a substrate and on which a stop element that is fastened via a rod-shaped fastening element is arranged, the stop element being designed as a cantilever arm provided with a fastening eyelet.
  • the boom between the anchorage eyelet and its connection to the fastening element is bent at least once, preferably several times, or has at least one perforation.
  • the tensile force acts on the post in the transverse direction via the eyelet located at the upper end of the post, which creates a moment that results in a quasi-leverage effect that prevents the base plate from tearing out the anchoring to the roof substructure.
  • the comparatively high mass of the post used thus has an unfavorable effect in the second load case, while the post is basically oversized for the first load case.
  • a problem with fall protection systems of the type mentioned is that, due to different substrates of the respective roof construction, differently designed base plates are required for the support tube. Furthermore, there are country-specific standards for these fall protection devices, so that the fall protection devices have to be designed differently based on the requirements of the respective standard. In addition, there are applications in which a support tube is required, while in other cases the support tube is not required can. Depending on the design of the fall protection, it is suitable for different horizontal loads. As a result, a supplier has to produce a large number of different variants of fall protection and expensive warehousing is necessary, which takes up a lot of storage space.
  • the object of the invention is to provide a modular system for the assembly of devices for securing people against falling of the type mentioned at the outset, which is made up of such individual components that can be combined with one another, so that a large number of variants of the Fall protection can be provided using a reduced number of individual components.
  • the fall protection to have a modular structure, with at least two variants of support tubes of a predetermined diameter, at least two different variants of foot plates which can be detachably connected to the lower end of the support tube, and at least two different variants of means for attaching a Rope in the upper end of the support tube, which are optionally connected to the upper end of the support tube includes.
  • the at least two variants of base plates are each provided with different hole patterns and/or different numbers of holes and the at least two variants of support tubes with a tension element lying concentrically inside the support tube with different lengths, but in each case the same diameter, or are provided with a tension element lying concentrically inside the support tube and having different diameters.
  • the solution according to the invention is based on considerations that with a modular design of the fall protection with a basic type of the support tube, which optionally with different Foot plates on the one hand and/or with different means for attaching a rope, via which the person is secured, can be connected and thus combined, a variety of fall protection with different properties in terms of load capacity and suitability for different roof substructures can be created, as well as variants of fall protection , which can meet different country-specific standards.
  • This modular design therefore has the advantage that the manufacturer can produce a larger number of different fall protection devices based on a smaller number of individual components, so that the number of variants to be kept in stock is significantly reduced. From the individual components, a variant of the fall protection is now assembled according to the individual specifications of the customer. Compared to known systems, such a modular design leads to a reduction in manufacturing costs and optimization of transport and storage costs.
  • At least two variants of base plates are preferably provided.
  • the roof substructure to which the fall arrest system is attached is made of wood, it may be necessary to use a base plate of larger area, whereas, for example, where the roof substructure is made of concrete or steel, base plates of smaller dimensions may be sufficient.
  • the advantage of the modular system according to the invention in this case is that the same support tube with the internal tension element can be used with different sized base plates, so that the manufacturer can use the same variant of the support tube for different roof constructions, instead of using different support tubes for each application and to connect different base plates with each other. In this way, the manufacturer can provide the user, who carries out the assembly on site, with the support tube and the variant of the base plate required for the respective roof substructure, which he then connects with one another on site. This significantly reduces storage at the manufacturer.
  • At least two variants of base plates are preferably provided for the system according to the invention. This will add more Possible combinations are created and the manufacturer can provide the user with a base plate that corresponds to a load calculated for the respective project. It may just as well be necessary to comply with country-specific standards that apply outside of the EU area, for example when implementing projects. In such a case, the manufacturer can also supply the same support tube, for example, and supply it with a base plate using the modular system, for example, which has a greater material thickness than is required by the current EU standards.
  • At least two variants of base plates are also provided, each with different hole patterns and/or a different number of holes.
  • the roof substructure for a particular project may require different attachment points and therefore a different hole pattern for the base plate.
  • a support tube with the usual diameter that is also suitable for other cases can be used, but then the user is supplied with an individually adapted base plate with a different hole pattern for this special case.
  • this procedure is much more cost-effective than recalculating and designing a complete fall arrest system for the individual case and producing it in small quantities specifically for this application.
  • the at least two variants of support tubes are provided with a tension element lying concentrically inside the support tube and with different lengths but the same diameter.
  • This also simplifies production and storage if one starts from a support tube with a predetermined diameter, but its length may vary as required.
  • a different length of support tube may be required, for example, if the thickness of the roof insulation varies on site. If the manufacturer starts with a tube body that is bought in standard lengths as rod goods, it is easy to cut the support tube to length as required in an application of the aforementioned type.
  • a new design is not necessary, but it is sufficient to adapt the length of the support tube to the project or to meet a specific standard by the manufacturer, while the base plates from the modular system that are in stock can also be used here.
  • the at least two variants of support tubes are provided with a tension element lying concentrically in the interior of the support tube, each with different diameters.
  • a tension element lying concentrically in the interior of the support tube, each with different diameters.
  • the base plate itself is preferably fixed to the ground in a manner known per se by at least one screw connection.
  • the number and position of the required screw points determines the respective hole pattern of the base plate.
  • a first variant of means for attaching a rope in the upper end area of the support tube is preferably a ring nut or an eyelet and at least a second alternative variant of means for attaching a rope is a rope holder.
  • a ring nut or a ring eyelet but you can use the same type of support tube with both alternatives for attaching the cable. Since the cable holder or the ring nut or the ring eyelet can be optionally supplied by the manufacturer and mounted on the support tube by the user on site, the number of post types in stock at the manufacturer is further reduced. For example, if you use two variants for attaching the cable and three different variants of foot plates, you can already cover six different applications with one support tube variant.
  • the support tubes have internal insulation in the cavity between the support tube and a tension element located inside the support tube.
  • This interior insulation serves to create a cold bridge through the metallic Posts (the support tube) to the surface of the roof (usually a flat roof) should be avoided. In some applications, however, such internal insulation is not necessary.
  • the system according to the invention has the advantage that the same metal support tube can be used for the variant with internal insulation and for the variant without internal insulation. This doubles the number of different variants of fall protection that can be covered by just one basic type of support tube.
  • one of the at least two base plates available in different variants is preferably provided for fastening the fall protection to a roof substructure made of wood and one of the at least two foot plates available in different variants and which can be attached to the support tube is provided for fastening the fall protection to a roof substructure Concrete, which differs in dimensions and/or material thickness and/or hole pattern from the base plate for attaching the fall arrest system to a wooden roof substructure.
  • one of the at least two base plates which are available in different variants, is particularly preferably provided for fastening the fall protection to a roof substructure made of wood or concrete
  • one of the at least two base plates which are available in different variants and can be attached to the support tube, is provided for fastening the fall protection a roof substructure made of steel, which differs in dimensions and/or material thickness and/or the hole pattern from the base plate for attaching the fall arrest system to a roof substructure made of wood or concrete.
  • Each of the different variants of base plates can, if required, also be combined with differently designed support tubes which, for example, have different diameters and wall thicknesses and are therefore designed for different loads or which may be different are high, for example to adjust to the thickness of the roof insulation.
  • one of the at least two foot plates that are available in different variants and that can be attached to the support tube can be provided for fastening the fall protection device to a roof substructure made of trapezoidal sheet metal, which differs in terms of dimensions and/or material thickness and/or hole pattern differs from the base plate for attaching the fall arrest system to a timber or concrete or steel roof substructure.
  • At least two base plates available in different variants can be provided for fastening the fall protection to a roof substructure made of wood, comprising wooden plates with different material thicknesses, i.e. the base plate can be adapted to the material thickness of the substructure of a wooden roof construction if necessary. however, the same support tube can usually be used in both cases.
  • threaded rods, cables, tubes, threaded tubes or the like come into consideration as tension elements which are located inside the support tubes, which are preferably screwed with their lower end region to the base plate in a central region.
  • FIG. 1 shows a schematically simplified view of a first exemplary embodiment of a fall protection device that was assembled using the system according to the invention.
  • This includes a support tube 10, which can be fastened to a base plate 11 and, starting from this, protrudes approximately vertically upwards in the non-stressed state.
  • the base plate 11 is in turn attached to a roof structure, in particular to the substructure of a flat roof.
  • the diameter and wall thickness of the support tube 10 can vary over a wide range depending on the application, just as the diameter of the tension element 12 can vary.
  • the diameter of the support tube 10 is approximately 50 mm and the outer diameter of the tension element 12 is approximately 16 mm, so that a free space remains between the tension element 12 and the inner wall of the support tube 10, which according to a possible variant of the invention can be filled with an insulating material in order to avoid a cold bridge over the support tube down into the flat roof.
  • an insulating material a polyethylene or an HT material can be provided here, for example, ie a high-temperature material which has a very low and flat thermal conductivity curve within a large temperature spectrum.
  • a ring eyelet 13 is fastened to the upper end of the pulling element 12 on the upper side of the support tube 10 .
  • the user can attach a snap hook (not shown) or a rope to this ring eyelet 13, for example, so that the user can hang himself there and secure himself against falling when working on the flat roof.
  • Below the eyelet 13 there is also an upper cover plate 14 which covers the support tube at its upper end and thus protects its interior against the effects of the weather.
  • a lock nut 15 is used to fix a spacer 16, which in turn can be arranged at a certain distance from the underside of the cover plate 14 and is used to center the tension element 12 within the support tube 10 and thus maintain an even distance from the inner wall of the support tube 10 to produce.
  • a similar spacer 17 is as shown in figure 1 also provided at the lower end of the pulling element 12 in order to also center it in the support tube 10 at the bottom. Also in this lower end area there is a nut 18 on the tension element 12, which is screwed to the base plate 11 via a threaded hole approximately in the middle thereof.
  • the length of the support tube 10 can also vary over a wide range and, for example, lengths of 600 mm, 500 mm, 400 mm, 300 mm and additional special lengths can be provided by the manufacturer.
  • the exemplary embodiment according to FIG. 1 is a base plate 11 for a wooden roof construction, in which the base plate in this case has a material thickness of approximately 8 mm, for example.
  • Roof constructions made of wood can also be designed differently, for example it can be OSB panels (oriented strand board) act on which the base plate 11 is attached or, for example, so-called Kerto laminated veneer lumber panels, in which it is a very solid wood material mostly made of spruce wood.
  • the roof construction can, for example, comprise plywood panels, for example softwood plywood panels which are open on both sides and are not sanded, which are referred to as CDX panels.
  • FIG figure 1 a An exemplary base plate 11 for the previously described variant of a fall protection for a roof structure made of wood is in perspective in FIG figure 1 a shown.
  • This base plate is approximately square in outline, for example, and has dimensions of 400 mm ⁇ 400 mm, for example.
  • this variant of the base plate 11 has a more complex hole pattern with a larger number of holes 19, since a larger number of fastening points per unit area are required because of the wooden substructure of the roof.
  • these holes 19 are not shown, you can only see the screw attachment for the tension element 12 in the base plate 11.
  • Ring eyelet 13 shown can alternative systems for attaching carabiners or ropes to the same support tube 10 according to figure 1 be attached to the top without having to change the design of the support tube in the other areas, resulting in considerable advantages for the manufacturer in terms of transport and storage costs.
  • Such a variant is in figure 2 shown and explained in more detail below.
  • a so-called cable holder 20 is fastened on the upper side of the support tube 10 by means of a nut 21 on the pulling element 12 .
  • a cable, not shown here, of a cable system can be attached to the cable holder 20, which is designed via a so-called runner element in such a way that the secured person can use a cable or a snap hook to which they can attach themselves via, for example, a harness connected to this and attached to the body secures, can move beyond the respective support tube 10 also.
  • the result is that the secured person roped up has a larger radius of action when working on the roof and is not only able to work within a distance between two adjacent support tubes 10 .
  • the cable holder 20 has a kind of web which is at an angle to the support tube and is provided with an eyelet at the end is, which occupies such a distance to the flight of the post.
  • the embodiment variant of the invention shown is thus only the device for attaching a carabiner or cable at the upper end of the support tube different than in the variant of figure 1 , while the support tube 10 itself, the tension element 12 and the base plate 11 are of the same design, since the support tube is also here on a substructure of the roof, which is made of wood.
  • FIG 3 shows an alternative embodiment of a fall protection, which was assembled using the system according to the invention, in which the support tube 10 is placed on a roof structure made of concrete.
  • a differently designed base plate 11 is provided here, which has a greater material thickness of 10 mm, for example, and is equipped with fewer screw holes 20, via which the base plate 11 is screwed to the concrete roof and anchored in this way.
  • the support tube 10 with the inner tension element 12 is designed here in principle the same as in the variant of FIG figure 1 , but has, for example, only a shorter length of, for example, 475 mm.
  • figure 3 a shows a perspective view of an exemplary base plate for the variant of FIG figure 3 , in which the base plate has a greater material thickness and, as can be seen, has fewer screw holes 20, since a concrete substrate results in a more favorable introduction of forces into the roof construction than a roof construction with wooden panels.
  • the base plate 11 is, for example, square, but its dimensions can be smaller than in the variant for the wooden roof construction and, for example, have dimensions of 200 mm ⁇ 200 mm.
  • FIG figure 4 shows another alternative variant of a fall protection, the design of the support tube 10 in principle those two variants according to figures 1 and 3 is equivalent to.
  • this embodiment is intended for a roof construction with steel girders 21, for which purpose a slightly different base plate 11 is used here is, for example, has a rectangular outline and has fewer holes 19 for attachment than in the roof structure made of wood.
  • the base plate 11 is dimensioned here so that it rests on a steel girder 21 of the roof structure and the holes 19 for fastening are provided here, for example, approximately in the middle and in the corner areas in order to screw the base plate 11 to the steel girder 21 .
  • a perspective view of only the footplate 11 is shown in FIG figure 4 a shown separately.
  • Ring eyelet 13 shown For the attachment of a carabiner or a rope, alternative variants to the one shown in figure 1 Ring eyelet 13 shown can be used.
  • a so-called double eyelet 22 can be attached to the top of the support tube, which is used when two people are to attach themselves to a support tube of the fall protection at the same time.
  • Such a double eyelet 22 is in itself figure 5 shown. As you can see, it has two separate eyelets through which a rope can be passed or to which a carabiner can be attached, so that two people can secure themselves on just one support tube 10 .
  • the invention can also be used, for example, in roof constructions made of trapezoidal sheet metal, whereby another variant of the base plate 11, not shown here in the drawing, can also be provided for this type of roof construction, which is specific to the attachment to trapezoidal sheets is designed and can be combined with a support tube 10 according to one of the variants described above.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • General Health & Medical Sciences (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Emergency Lowering Means (AREA)

Claims (9)

  1. Système modulaire de confection de dispositifs de protection pour des personnes contre une chute, notamment à partir d'un toit, comprenant, de manière variable selon les exigences en capacité portante et/ou de la sous-structure du toit correspondante, sur laquelle la protection contre la chute est à fixer, des composants individuels pouvant être combinés entre eux, dans lequel
    - le système comprend en tant que premier composant individuel au moins deux variantes de tubes supports (10) de diamètre prédéfini,
    - le système comprend en tant que deuxième composant individuel au moins deux plaques de base (11) présentes dans des variantes différentes, lesquelles peuvent être reliées au choix de manière amovible avec l'extrémité inférieure des tubes supports (10), et
    - le système comprend en tant que troisième composant individuel au moins deux variantes différentes de moyens (13, 20, 22) permettant la mise en place d'une corde dans la zone d'extrémité supérieure des tubes supports (10), lesquels peuvent être reliés au choix avec l'extrémité supérieure des tubes supports (10), et
    dans lequel les au moins deux variantes de plaques de base (11) sont prévues avec, respectivement, des motifs perforés et/ou un nombre différent de perforations, et les au moins deux variantes de tubes supports (10) sont prévues avec un élément de traction (12) logé de manière concentrique à l'intérieur des tubes supports, de longueur différente mais de même diamètre, ou avec un élément de traction (12) logé de manière concentrique à l'intérieur du tube support, avec des diamètres différents.
  2. Système modulaire selon la revendication 1, caractérisé en ce que les au moins deux variantes de plaques de base (11) sont prévues respectivement avec des dimensions différentes.
  3. Système modulaire selon la revendication 1 ou la revendication 2, caractérisé en ce que les au moins deux variantes de plaques de base (11) sont prévues respectivement avec des résistances de matériaux différentes.
  4. Système modulaire selon l'une des revendications 1 à 3, caractérisé en ce qu'une première variante (13) de moyens permettant la mise en place d'une corde comprend un écrou annulaire ou un oeillet annulaire (13), et au moins une deuxième variante alternative de moyens permettant la mise en place d'une corde comprend un support de corde (20).
  5. Système modulaire selon l'une des revendications 1 à 4, caractérisé en ce que les tubes supports (10) présentent respectivement une isolation intérieure dans l'espace vide entre le tube support et l'élément de traction (12) logé à l'intérieur du tube support.
  6. Système modulaire selon l'une des revendications 1 à 5, caractérisé en ce qu'une des au moins deux plaques de base (11) présentes dans des variantes différentes pour une fixation de la protection contre la chute sur une sous-structure de toit est prévue en bois et une des au moins deux plaques de base (11) présentes sous des variantes différentes pouvant être rapportée sur le tube support (10) pour une fixation de la protection contre la chute sur une sous-structure de toit est prévue en béton, laquelle diffère dans les dimensions et/ou la résistance des matériaux, et/ou dans le motif des perforations de la plaque de base (11) pour la fixation de la protection contre la chute sur une sous-structure de toit en bois.
  7. Système modulaire de protection de personnes contre une chute selon l'une des revendications 1 à 5, caractérisé en ce qu'une des au moins deux plaques de base (11) présentes dans des variantes différentes pour une fixation de la protection contre la chute sur une sous-structure de toit est prévue en bois ou en béton, et une des au moins deux plaques de base (11) présentes dans des variantes différentes pouvant être rapportée sur le tube support (10) pour une fixation de la protection contre la chute sur une sous-structure de toit est prévue en acier, laquelle diffère dans les dimensions et/ou la résistance des matériaux et/ou dans le motif des perforations de la plaque de base (11) pour la fixation de la protection contre la chute sur une sous-structure de toit en bois ou en béton.
  8. Système modulaire de protection de personnes contre une chute selon l'une des revendications 1 à 5, caractérisé en ce qu'une des au moins deux plaques de base (11) présentes dans des variantes différentes pour une fixation de la protection contre la chute sur une sous-structure de toit est prévue en bois, ou en béton, ou en acier, et une des au moins deux plaques de base (11) présentes dans des variantes différentes pouvant être rapportée sur le tube support (10) pour une fixation de la protection contre la chute sur une sous-structure de toit est prévue en tôle trapézoïdale, laquelle diffère dans les dimensions et/ou la résistance des matériaux et/ou dans le motif des perforations de la plaque de base (11) pour la fixation de la protection contre la chute sur une sous-structure de toit en bois, ou en béton, ou en acier.
  9. Système modulaire selon une ou plusieurs des revendications 1 à 5, caractérisé en ce que les au moins deux plaques de base (11) présentes dans des variantes différentes sont des plaques de base (11) différentes pour une fixation de la protection contre la chute sur une sous-structure de toit en bois comprenant des plaques en bois avec des résistances de matériaux différentes.
EP19707726.6A 2018-02-16 2019-02-18 Dispositif de protection de personnes contre une chute Active EP3710650B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102018103565.9A DE102018103565A1 (de) 2018-02-16 2018-02-16 Vorrichtung zur Sicherung von Personen gegen Absturz
PCT/EP2019/054000 WO2019158763A1 (fr) 2018-02-16 2019-02-18 Dispositif de protection de personnes contre une chute

Publications (3)

Publication Number Publication Date
EP3710650A1 EP3710650A1 (fr) 2020-09-23
EP3710650C0 EP3710650C0 (fr) 2023-06-07
EP3710650B1 true EP3710650B1 (fr) 2023-06-07

Family

ID=65576318

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19707726.6A Active EP3710650B1 (fr) 2018-02-16 2019-02-18 Dispositif de protection de personnes contre une chute

Country Status (4)

Country Link
EP (1) EP3710650B1 (fr)
DE (1) DE102018103565A1 (fr)
ES (1) ES2957892T3 (fr)
WO (1) WO2019158763A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017100373A1 (de) * 2017-01-10 2018-07-12 Dws Pohl Gmbh Vorrichtung zur Sicherung von Personen gegen Absturz
IT202000000832A1 (it) * 2020-01-17 2021-07-17 Studio Ass Di Ingegneria E Architettura Dott Ing V L Di Giorgi Campedelli Dott Arch M A Rocchi Terminale di ancoraggio anticaduta a deformazione progressiva, con tirante filettato a doppia incamiciatura
DE202021106782U1 (de) 2021-12-14 2022-04-20 Pohl Dws Gmbh Seilsystem und Verwendung eines Seils

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20050169735A1 (en) * 2003-12-19 2005-08-04 T.A. Pelsue Co. Confined space entry device and safety line for fall arrest
GB2466054B (en) * 2008-12-11 2014-11-26 Qbm Distributors Ltd Anchor point
GB2473209B (en) * 2009-09-02 2014-12-03 Latchways Plc Bracket fixing for a safety line
AT11927U1 (de) * 2010-06-25 2011-07-15 Em Tech Power Gmbh Absturzsicherung
DE102011078114A1 (de) * 2010-06-25 2012-04-19 Em Tech-Power Gmbh Absturzsicherung
EP2603290B1 (fr) * 2010-08-11 2015-11-04 Honeywell International Inc. Absorbeurs d'énergie et piliers comprenant lesdits absorbeurs d'énergie
DE102012105985B4 (de) 2012-07-04 2016-01-28 Dws Pohl Gmbh Vorrichtung zur Sicherung von Personen gegen Absturz

Also Published As

Publication number Publication date
EP3710650C0 (fr) 2023-06-07
EP3710650A1 (fr) 2020-09-23
ES2957892T3 (es) 2024-01-29
DE102018103565A1 (de) 2019-08-22
WO2019158763A1 (fr) 2019-08-22

Similar Documents

Publication Publication Date Title
EP3710650B1 (fr) Dispositif de protection de personnes contre une chute
EP2958636B1 (fr) Coulisseau d'arrêt avec amortisseur et éléments amortisseurs pour un dispositif antichute
EP2010737A1 (fr) Système de LIAISON de support
EP3507432B1 (fr) Dispositif pour la protection des personnes contre une chute
DE202005011463U1 (de) Absturzsicherungsvorrichtung mit Stützrohr
DE102006041592A1 (de) Absturzsicherung
DE102008012232A1 (de) Transportable Absturzsicherung
EP4083343A1 (fr) Élément de fixation
EP0988430B1 (fr) Panne de couplage constituee de deux ou plusieurs poutres en bois jointes l'une a l'autre par chevauchement longitudinal, ainsi qu'element de fixation pour relier deux zones d'extremite se chevauchant de poutres en bois a utiliser pour une panne de couplage
EP3586614B1 (fr) Systeme de connection pour meuble modulaire ou stand de foire
EP1932978B1 (fr) Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui
WO2008104011A1 (fr) Poutre en bois
WO2015120865A1 (fr) Poutre en bois
DE9409626U1 (de) Balkonkonstruktion
DE202005017814U1 (de) Absturzsicherung
DE19729637A1 (de) Modul in Raumzellenbauweise
DE69720692T2 (de) Zustiegsvorrichtung
AT395883B (de) Vorrichtung zum befestigen eines kragbalkens
DE1484166A1 (de) Tragender oder kraefteaufnehmender Bauteil
EP4050170B1 (fr) Construction pourvue d'élément thermoisolant
EP2096227A2 (fr) Escalier autoportant en bois
AT522359B1 (de) Verbindungsvorrichtung zum kraftschlüssigen Verbinden wenigstens zweier Betonfertigteile
EP3617415A1 (fr) Élément d'armature de poinçonnement et construction dotée d'une plaque dotée d'un élément d'armature de poinçonnement
EP1288388A1 (fr) Profile intercalaire et construction associee de toit ou paroi
EP3477019A1 (fr) Poteaux fixés sans pont thermique dans la construction de toiture pour protections contre les chutes ou systèmes de protection contre les chutes

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

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

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

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

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20200617

AK Designated contracting states

Kind code of ref document: A1

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 RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20210601

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20220330

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTC Intention to grant announced (deleted)
INTG Intention to grant announced

Effective date: 20220826

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SKYLOTEC GMBH

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

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 RS 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

Ref country code: AT

Ref legal event code: REF

Ref document number: 1575516

Country of ref document: AT

Kind code of ref document: T

Effective date: 20230615

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502019007999

Country of ref document: DE

U01 Request for unitary effect filed

Effective date: 20230704

U07 Unitary effect registered

Designated state(s): AT BE BG DE DK EE FI FR IT LT LU LV MT NL PT SE SI

Effective date: 20230713

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

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: 20230907

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

Ref country code: RS

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: 20230607

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: 20230607

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: 20230908

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

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: 20230607

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

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: 20231007

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2957892

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20240129

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: 20230607

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: 20230607

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: 20230607

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: 20231007

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: 20230607

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: 20230607

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502019007999

Country of ref document: DE

U20 Renewal fee paid [unitary effect]

Year of fee payment: 6

Effective date: 20240226

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

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

Ref country code: CH

Payment date: 20240301

Year of fee payment: 6

Ref country code: GB

Payment date: 20240219

Year of fee payment: 6

26N No opposition filed

Effective date: 20240308

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

Ref country code: ES

Payment date: 20240328

Year of fee payment: 6

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

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: 20230607