WO2011095288A1 - Dispositif porteur et système de coffrage - Google Patents

Dispositif porteur et système de coffrage Download PDF

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Publication number
WO2011095288A1
WO2011095288A1 PCT/EP2011/000276 EP2011000276W WO2011095288A1 WO 2011095288 A1 WO2011095288 A1 WO 2011095288A1 EP 2011000276 W EP2011000276 W EP 2011000276W WO 2011095288 A1 WO2011095288 A1 WO 2011095288A1
Authority
WO
WIPO (PCT)
Prior art keywords
vertical
horizontal
support
railing
formwork
Prior art date
Application number
PCT/EP2011/000276
Other languages
German (de)
English (en)
Inventor
Hans-Emil Braun
Original Assignee
Peri 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 Peri Gmbh filed Critical Peri Gmbh
Publication of WO2011095288A1 publication Critical patent/WO2011095288A1/fr

Links

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
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3219—Means supported by the building wall, e.g. security consoles
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/365—Stop-end shutterings
    • 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
    • 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
    • E04G21/3242—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof using clamps

Definitions

  • the invention relates to a carrying device for fastening railing and / or formwork elements for the construction of multi-storey buildings, with a vertical support extending over more than one storey height. Furthermore, the invention relates to a formwork system.
  • fall protection must be provided when creating formwork for building ceilings.
  • it is e.g. customary to create a bottom-supported external scaffolding, which projects beyond a newly created building ceiling so far that the required fall protection can be installed before the installation of the necessary for the building ceiling formwork elements on the outer frame.
  • vertical carriers are each attached to a plurality of already completed building ceilings, which in turn protrude above the next, to be created building ceiling, so that there already a fall protection can be provided before the formwork elements are mounted for the next building ceiling.
  • a disadvantage of these known fall protection is that they are complex to create. When using an external scaffolding, a large number of scaffolding elements must be provided and installed, especially in higher buildings, even if the scaffolding is ultimately not required for work on the exterior facade. In the alternative use of projecting beyond the building ceiling to be created vertical beams, it is also complex, this floor by floor to implement above, in particular, since the vertical support must be attached to each of several, already completed building ceilings.
  • a support device of the type mentioned the is characterized by a holding the lower portion of the vertical support clamping device, which is adapted to releasably attach the vertical support to only a single building ceiling or floor plate.
  • the support device according to the invention is characterized in that it can be mounted in the manner of a screw clamp only in an area of a single building ceiling, ie without supports that would have to be attached to two or more superimposed building ceilings. In addition, it is not absolutely necessary to clamp the attached to a single building ceiling support device in addition to this building ceiling, so that ultimately a non-tension attachment is possible. If necessary, however, at least one additional bracing between the support device and the building ceiling can also be provided.
  • the support device according to the invention thus provides a stable, relatively easy and quick to install mounting option for at the height of the next, yet to be concreted bullet to be mounted railing elements for securing the concerned with the formwork creation and concreting persons ready. At the same time, formwork elements for the next building ceiling to be created can be fastened to the support device so that the same can then assume a further function in addition to the provision of an attachment possibility for railing elements without great additional expenditure.
  • the clamping device has at least one first and at least one second horizontal cantilever and a tensioning device, in particular a spindle for generating a force acting between the cantilevers force around the
  • Clamp clamping device to a building ceiling. This will a simple to manufacture, but still secure attachment of the support device on the building ceiling in the manner of a screw clamp achieved without mandatory special mounting positions, such as concreted cones or holes must be provided in the building ceiling.
  • the clamping device is provided on the upper cantilever and effective in a mounting position between the upper cantilever and the top of a building ceiling.
  • the clamping device is particularly well accessible from that building ceiling from where the support device is clamped.
  • the upper and lower Kragologie are vertically adjustable relative to each other. This makes it possible to adapt to different thicknesses of building ceilings or an interlocking fastening of two mounted on a building ceiling corner support devices, in which between the two cantilevers of a support device not only the building ceiling, but in addition a lower or upper Kragong the other, about Corner mounted carrying device comes to rest.
  • the lower cantilever has a plurality of support points for resting on the underside of the building ceiling and the tensioning device of the upper cantilever at least one support point for resting on the top of the building ceiling, wherein the support points of the lower cantilever span a surface.
  • the clamping device has two lower, parallel to each other extending and spaced apart Kragong, which abut in a mounting position on the underside of a building ceiling.
  • a sufficiently flat plant is guaranteed.
  • the clamping device has a base body, on which the or the lower Kragkon fixed and the upper Kragiva is mounted vertically adjustable.
  • a frictional connection is not yet established, a necessary to adapt to the thickness or thickness of the building ceiling vertical adjustment of the upper cantilever preferably from the top the building ceiling are made from.
  • This facilitates the mounting of the support device, since initially a comparatively large distance between the lower and upper cantilevers can be adjusted, which facilitates the threading on the building ceiling. Subsequently, the adaptation to the thickness of the building ceiling takes place.
  • the vertical support is adjustable relative to the clamping device in the vertical direction and / or tiltable about a horizontal axis.
  • an accurate vertical and / or horizontal adjustment of formwork elements can take place, which can be fastened to the vertical support as part of a formwork for the next building ceiling.
  • the vertical support is releasably received in its lower end portion in a coupling sleeve. This makes it possible to separate the vertical support for transport purposes of the clamping device and to mount different length vertical support on the same clamping device to adapt to different floor heights.
  • the coupling sleeve in the vertical direction adjustable and / or disposed about a horizontal axis tiltable on the clamping device, wherein the clamping device comprises an adjusting device for a height adjustment or tilt adjustment of the coupling sleeve, in particular in each case a spindle for each adjustment.
  • the vertical support can also be prestressed by means of the inclination adjustment.
  • a spaced from the lower end portion of the vertical support is slidably received in a direction of the clamping device guide sleeve in the vertical direction, wherein preferably the guide sleeve with respect to the clamping device in the horizontal direction is adjustable, in particular by means of a spindle.
  • the guide sleeve thus allows a relative to this vertical displacement of the vertical support and still ensures a secure fixation in the horizontal direction.
  • the angle of inclination of the vertical support with respect to the clamping device ie be changed to the building ceiling, so that ultimately a horizontal adjustment of a fastened to the vertical support formwork element can be done.
  • the coupling sleeve and / or the guide sleeve are arranged on the base body, wherein preferably the coupling sleeve is height-adjustable with respect to the base body.
  • the coupling sleeve can be designed both with and without bottom.
  • the vertical carrier preferably has one or more vertically spaced mounting positions in an upper region for fastening railing and / or formwork elements.
  • the height of the railing and / or formwork elements can be adapted to the floor height of the new building ceiling to be created.
  • the upper and / or lower cantilever beams have bores for screw fastening to the top of a building ceiling or floor plate.
  • the maximum vertical distance of the upper and lower Kragkon is greater than / equal to the strength of a building ceiling plus the height of at least one Kragkons.
  • the lower cantilever beams of the second support device are not on the lower cantilever beams of the first support device, but at one or more spacers.
  • the support device comprises a vertical carrier fastened Gelä derelement, which comprises a vertical profile with a plurality of attached vertically spaced apart horizontal profiles, the free end portions with respect to the vertical profile in opposite directions.
  • This railing element is a fall protection, which is particularly easy to assemble, since it must be attached to only a single vertical support.
  • vertically spaced mounting positions for a railing element are adapted to the distance of the horizontal profiles, which can extend in a mounting position of the support a horizontal profile with its free end between two horizontal profiles of a railing element of a neighboring mounted support device.
  • This configuration makes it possible to freely choose the distance between two adjacently mounted carrying devices at least within a certain range, without holding railing elements of different widths or gaps between adjacent railing elements must occur.
  • two horizontal profiles, pointing in opposite directions, of a railing element are alternately offset from each other.
  • an entanglement or toothing of adjacent railing elements is possible even if they are each mounted at the same height on their respective vertical beams.
  • each case two horizontal profiles are arranged offset each other without offset or a continuous horizontal profile is fixed in its central portion on the vertical profile.
  • the desired entanglement of the horizontal profiles of adjacent railing elements is then achieved in that the attachment positions of adjacent railing elements are offset slightly relative to each other at their respective vertical supports in the vertical direction, said offset may preferably be about half of the vertical distance of the horizontal profiles from each other.
  • the railing element comprises at least one coupling element which is provided for releasably coupling at least one free end region of a horizontal profile with at least one free end region of a horizontal profile of a further adjacently arranged railing element.
  • the stability of the railing elements can be further increased, since the risk of bending is reduced when larger forces occur.
  • the railing element by means of securing bolts or by means of a clamping connection on the vertical support of the support device can be fastened.
  • the invention further comprises a formwork element, in particular an end formwork, with coupling means for attachment to a railing element according to one of claims 10 to 12.
  • Such formwork elements can be connected to the attachment of the support device to a building ceiling or floor plate and to the attachment of the country element Mount on the support device, so that the construction of the slab formwork can be simplified by the inclusion of the support device as a structurally effective element.
  • the coupling means comprise hooks for coupling to a horizontal profile of the railing element.
  • the formwork element can thus be easily hooked into the railing element, for example by means of a crane, whereby a very simple and quick attachment of the formwork element is achieved on the railing element.
  • the formwork element has a plurality of first hooks and a plurality of second hooks, which can each be coupled with different horizontally and possibly also vertically spaced apart areas of one or more railing elements. When the respective hooks are hooked on opposite sides of the vertical beam, a high stability is achieved both with respect to a vertical axis, ie torsional stability.
  • a torsional stability with respect to a horizontal axis ie tilt stability
  • the object of the invention is further achieved by the features of claim 13 and in particular by a formwork system with a plurality of supporting devices, each comprising a railing element according to one of claims 7 to 9 and at least one formwork belt according to one of claims 10 to 12.
  • a formwork system with a plurality of supporting devices, each comprising a railing element according to one of claims 7 to 9 and at least one formwork belt according to one of claims 10 to 12.
  • a shuttering serving as shuttering formwork element is simply attached to the railing element. It is no longer necessary to provide the slab formwork with a projection, which is required in conventional formwork systems for fastening the Stirnabschalung.
  • the formwork system makes it possible to first produce a border of Stirnabschalungs instituten whose interior is subsequently filled with slab formwork elements.
  • the horizontal profiles of the railing elements are alternately offset from each other with their one end portion on two opposite sides of the vertical profile.
  • the formwork element has in this case a plurality of hook arrangements, which each comprise at least a first hook and at least one second hook, wherein the first and second hooks of a respective hook arrangement are horizontally spaced apart and have a vertical offset from one another.
  • This vertical offset corresponds to the alternate displacement of the horizontal profiles, so that the hooks are preferably suspended immediately adjacent to the vertical carrier when coupled with a railing element on two pointing in opposite directions horizontal profiles.
  • the railing element preferably has a contact surface for supporting the formwork element below the hooks.
  • FIG. 1a to 1c are side views of a clamping device of a carrying device according to the invention.
  • FIG. Ld and le perspective views of two arranged over corner clamping devices of a supporting device according to the invention
  • Figs. 2 to 7 are perspective views of an inventive
  • FIG. 8 shows a side view of a variant of a handrail element for mounting on a carrying device according to the invention
  • Fig. 9 is a side view of the support device according to the invention in an alternative mounting state.
  • a supporting device comprises according to Fig. La to le a clamping device 12, which comprises two vertically extending, spaced-apart base body 14, at the lower end portions in each case a horizontally extending lower cantilever beam 16 is attached.
  • a clamping device 12 which comprises two vertically extending, spaced-apart base body 14, at the lower end portions in each case a horizontally extending lower cantilever beam 16 is attached.
  • the two basic bodies 14 and lower Cantilevers 16 is in the side views of Fig. La to lc only one visible.
  • the two base bodies 14 and lower cantilever beams 16 are connected to one another via webs 38.
  • the base bodies 14 Between the base bodies 14 is a vertically adjustable (see double arrow in Fig. La) and pivotable about a horizontal axis (see double arrow in Fig. Lb) upper cantilever 18 is arranged.
  • the base bodies 14 have a plurality of horizontally spaced, horizontal bores 20 for receiving securing bolts 22 for the
  • the associated increase in the distance between the upper Kragkon 18 and the lower cantilevers 16 facilitates the installation of the clamping device 12 to an existing building ceiling.
  • a clamping device 24 is provided, which is shown in the embodiment as a spindle. In principle, however, other, preferably self-locking Ver adjusting agents can be used.
  • the lower end portion of the clamping device 24 has a support 25 for the top of the building ceiling.
  • a coupling sleeve 26 for receiving a vertical support 34 (see Fig. Lc) arranged.
  • the coupling sleeve 26 is vertically adjustable by means of adjusting means, not shown, with respect to the base body 14 in height.
  • the vertical support 34 as well as the coupling sleeve 26 is provided with holes 20 a and 20 b for securing bolts 22 for mutual locking. There is a certain play between the vertical support 34 and the coupling sleeve 26, so that the vertical support 34 can be pivoted by a small amount about the locking pin 22 locked in the coupling sleeve 26.
  • the coupling sleeve 26 has in the embodiment on a bottom, which, however, can also be omitted.
  • each of the holes 20, 20a, 20b may have a different diameter, especially if they are located on different components.
  • a frame-shaped support member 28 is fixed, in which a guide sleeve 30 is slidably received horizontally in the main extension direction of the cantilever beams 16, 18.
  • effective spindle 32 is provided at the upper end portion of the base body 14.
  • the clamping device 12 is then first pushed or "threaded” onto the existing building ceiling 36 (FIG. 1c) with the upper cantilever 16 pivoted upwards (FIG. 1b). This relative movement between the building ceiling 36 and the clamping device 12 is indicated in Fig. Lc with the arrow in the mark B.
  • the upper cantilever beam 18 is pivoted downwards into the working position according to FIG. 1 c and fixed with a second (lower) securing bolt 22.
  • the clamping device 24 is actuated, so that the support 25 moves in the direction of the arrow F down and the building ceiling 36 is clamped between the lower cantilever beams 16 and the support 25.
  • the sufficiently dimensioned surface defined by the two lower cantilever beams 16 ensures reliable fixing of the clamping device 12 on the underside of the building ceiling 36 so that tilting of the clamping device 12 about a horizontal axis is ruled out.
  • the double arrow bounded by the mark C symbolizes the subsequently possible vertical adjustment of the vertical support 34 via a corresponding vertical displacement of the coupling sleeve 26 by means of a spindle (not shown).
  • the double arrow bounded by the mark D indicates the further possible tilt adjustment of the vertical support 34 with respect to the base body 14 fixed to the building ceiling 36 by means of the spindle 32. The meaning of these adjustment possibilities of the vertical support 34 will be explained below.
  • FIGS. 1 d and 1 e show an arrangement of two clamping devices 12, 12 'designed largely in the manner described above for an over-corner fastening on an outer corner of the building ceiling 36, in which the lower cantilever beams 16 are due to predetermined space conditions or for static reasons , 16 'must overlap.
  • Fig. Ld shows the mounted on the building ceiling 36 arrangement obliquely viewed from below with a view towards the underside of the building ceiling 36, while in Fig le the arrangement without the building ceiling is seen obliquely from above.
  • the lower Kragè 16 'of a clamping device 12' on its upper side with two spacers 39 are provided.
  • the spacers 39 have a T-shaped configuration, wherein the transverse bar of a T performing portion rests on the two cantilevers 16 'and a foot of a T performing section between the cantilever 16' protrudes and to the cantilever 16 'connecting webs 38th is fastened for example by means of screwing.
  • the transverse bar of a T performing section is at least as strong as the cantilever 16 of the other clamping device 12 so that the support base of the cantilever 16 'on the underside of the building ceiling 36 in an outer corner mounting of FIG. Ld in comparison to one of - Final edition of the cantilever beams 16 is increased accordingly in a mounting without spacers and corresponds to the spanned by the two spacers 39 surface.
  • FIGS. 2 to 7 the structure of a shuttering system according to the invention will be explained in more detail.
  • FIG. 2 On an existing building ceiling 36 on which pillars 40 have already been erected as a support for a new building ceiling to be created, a plurality of clamping devices 12, vertical beams 34 and handrail elements 42 and shuttering elements 44 to be described in more detail are provided (FIG. 2). In each case a clamping device 12 and a vertical carrier 34 are joined together to form a carrier device 10 (FIG. 3).
  • a railing element 42 is fastened to an upper end region of the vertical support 34.
  • both the upper end region of the vertical support 34 and a vertical profile 46 of the railing element 42 are provided with a plurality of vertically spaced-apart bores 20.
  • the attachment takes place by means of security bolts which can not be recognized here, which are inserted through the bores 20 of the two parts 34, 46 to be connected.
  • a plurality of vertically spaced horizontal profiles 48 are attached with its one end portion to the vertical profile 46.
  • the other End area is free.
  • the horizontal profiles 48 extend alternately in opposite directions, ie between two horizontal profiles 48, which point in one direction, there is a horizontal profile 48, which faces in the opposite direction, so that the horizontal profiles 48 on both sides of the vertical profile 46 each offset are arranged.
  • a carrying cable or carrying chain 50 of a lifting device is fastened in order to transport the carrying device 10 into a mounting position according to FIG. 4 (see upper carrying device 10).
  • an eyelet for suspending the support chain 50 fastener 51 is provided, which by means of a safety pin 22, in a above the
  • Focus of the support device 10 is added in the vertical support 34 introduced further bore 20a is fixed to the vertical support 34 (Fig. 3).
  • the support device 10 is clamped in the manner described above to the existing building ceiling 36. These steps are repeated until the building ceiling 36 is provided along its respective desired peripheral area with supporting devices 10 ( Figure 5). It is possible to use two or more supporting devices 10, e.g. by means of diagonal struts (not shown) to couple into a unit and to mount these coupled support devices 10 together
  • Fig. 5 can be clearly seen that the railing elements 42 already form a complete fall protection for work on a still to be created slab formwork.
  • the zontalprofile 48 of a railing element 42 extend between the horizontal profiles 48 of an adjacent railing element 42, without the need for an adjustment of the railing elements 42 in dependence on the distance of adjacent support devices 10.
  • railing elements 42 instead of the railing elements 42, railing elements 42 'according to FIG.
  • the desired entanglement of the horizontal profiles 48 adjacent railing elements is achieved by the attachment positions of adjacent railing elements at their respective vertical beams 34 in the vertical direction are slightly offset from each other, said offset preferably about half of vertical distance of the horizontal profiles 48 may be from each other.
  • additional coupling means can be provided between individual horizontal profiles 48 of adjacent railing elements 42. However, this is not absolutely necessary due to the torsional rigidity of the vertical supports 34 and the bending stiffness of the horizontal profiles 48.
  • a formwork element 44 each comprises three formwork panels 54, which are rigidly coupled together by means of several continuous, arranged on the back of the formwork panels 54 Koppelpro file 56.
  • formwork elements with a different number of formwork panels 54 is possible.
  • a formwork element with only one formwork panel 54 can be used.
  • each formwork panel 54 Also on the rear side of each formwork panel 54 are provided hooks 52a, 52b which have a vertical offset with respect to one another which corresponds to the offset of the horizontal profiles 48 fastened on opposite sides of the vertical profile 46.
  • the formwork elements 44 are preferably in the respective lowest Horizontal profiles 48 mounted.
  • a contact surface 60 provided on the vertical profile 46 ensures reliable vertical alignment of the formwork elements 44 (see also FIGS. 3 and 8).
  • the formwork created in this way can be filled with concrete 66 (FIG. 7), which forms the new building ceiling to be created after hardening.
  • concrete 66 FIG. 7
  • the inclination adjustment of the vertical support 34 makes it possible to exert an additional pretension on the formwork elements 44, so that the predetermined dimensions for the new building ceiling to be created can be maintained.
  • all or part of the supporting devices 10 on the existing building ceiling 36 in addition to the attachment by means of the clamping device 12 can also be removed, as shown in Fig. 9.
  • the carrying cable or the carrying chain 50 can be used, which was already hooked with its one end in the fixed to the vertical support 34 fastener 51 for the previous transport.
  • the vertical support 34 is provided with a plurality of vertically spaced holes 20 a, which optionally allow a selection of another fastening position for the fastening element 51 (see also Fig. 3). As a rule, however, no re-assembly of the fastening element 51 takes place.
  • the other end of the support chain 50 is suspended in an adjustable clamping element 68, which in turn is mounted in a fastened to the building ceiling 36 coupling element 70.
  • an adjustable clamping element 68 By pressing the clamping element 68, a tensile force is exerted on the vertical support 34 via the support chain 50 and the support device 10 is biased accordingly.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

L'invention concerne un dispositif porteur (10) pour fixer des éléments de garde-corps et/ou de coffrage pour la construction de bâtiments à plusieurs étages, comprenant un support vertical (34) s'étendant sur une hauteur supérieure à un étage. L'invention est caractérisée par un dispositif de serrage (12) tenant la partie inférieure du support vertical, ce dispositif de serrage étant conçu pour fixer le support vertical sans haubanage à un seul plafond de bâtiment (36) ou à une seule dalle de plancher de manière démontable.
PCT/EP2011/000276 2010-02-02 2011-01-24 Dispositif porteur et système de coffrage WO2011095288A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102010006560.9 2010-02-02
DE102010006560A DE102010006560A1 (de) 2010-02-02 2010-02-02 Tragvorrichtung und Schalungssystem

Publications (1)

Publication Number Publication Date
WO2011095288A1 true WO2011095288A1 (fr) 2011-08-11

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WO (1) WO2011095288A1 (fr)

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FR3047030A1 (fr) * 2016-01-27 2017-07-28 Batiroc-Protect Mat destine a supporter des protections de securite constitues de lisses dans le domaine de la construction de batiments comprenant au moins un etage
US11976481B2 (en) 2016-09-16 2024-05-07 Aldeck Group Pty Ltd Safety rail system

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EP3581735B1 (fr) * 2018-06-12 2023-11-15 FEHR Groupe Garde-corps et méthode de fabrication d'une balustrade de sécurité
US20230303218A1 (en) * 2020-09-02 2023-09-28 Lucio FILIPPELLI A device for attaching a stanchion to a hull of a boat
DE102022211219A1 (de) 2022-10-21 2024-05-02 Doka Gmbh Halterung für einen Geländerpfosten

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WO2002063117A1 (fr) * 2001-02-08 2002-08-15 Willy Johansson Fermeture d'arc
EP1693532A2 (fr) * 2004-12-31 2006-08-23 Milos Vukobrat Support pour un panneau de rive de planches arrangé horizontalement ou incliné pour préparer des parties de béton supportées par des murs
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3047030A1 (fr) * 2016-01-27 2017-07-28 Batiroc-Protect Mat destine a supporter des protections de securite constitues de lisses dans le domaine de la construction de batiments comprenant au moins un etage
US11976481B2 (en) 2016-09-16 2024-05-07 Aldeck Group Pty Ltd Safety rail system

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