EP1830018A1 - Railing post for construction sites and method for anchoring it - Google Patents

Railing post for construction sites and method for anchoring it Download PDF

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Publication number
EP1830018A1
EP1830018A1 EP06110631A EP06110631A EP1830018A1 EP 1830018 A1 EP1830018 A1 EP 1830018A1 EP 06110631 A EP06110631 A EP 06110631A EP 06110631 A EP06110631 A EP 06110631A EP 1830018 A1 EP1830018 A1 EP 1830018A1
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EP
European Patent Office
Prior art keywords
flange
post
slab
fastening
floor
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.)
Withdrawn
Application number
EP06110631A
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German (de)
French (fr)
Inventor
Xavier Mahy
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.)
Bureau D Etudes Rausch & Associes
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Bureau D Etudes Rausch & Associes
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Priority to EP06110631A priority Critical patent/EP1830018A1/en
Publication of EP1830018A1 publication Critical patent/EP1830018A1/en
Withdrawn legal-status Critical Current

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    • 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
    • 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
    • E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3276—Arrangements on buildings for connecting safety-lines
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/001—Safety or protective measures against falling down relating to scaffoldings

Definitions

  • the invention relates to the problem of securing high-rise construction sites and where the staff working thereon, especially the posts of guardrails on site and the method of fixing these poles.
  • the document GB 2253877 A (HERBERT MICHAEL, SUMMERFIELD BRYAN JOHN) 23.09.1992 discloses a construction railing post having a fastening flange. This flange is designed to be attached to the base of a metal beam of a building via fastening brackets. This type of attachment has the advantage of allowing easy and precise mounting but has the disadvantage of reducing the possibilities of attachment to any vertical metal beams of the building.
  • Construction railings comprising posts having a clamp device for engaging the edge of a floor or slab are also known. Such posts are certainly positionable almost anywhere a floor or slab edge is available but have the disadvantage of covering a portion of the upper surface of said floor or slab, thus preventing the establishment of topcoats such as a screed, tiles or others. With such guardrails, staff are forced to remove the posts at these locations and tend to work in unsafe conditions.
  • the present invention provides a method of attaching at least one building railing post according to claim 1 and a post according to claim 10.
  • the invention allows the securing of the posts of a guardrail to the structure of a building site without them encumbering the work surface.
  • Figures 1 to 4 illustrate a guardrail post according to the invention and an example of fixing thereof during concrete work.
  • Figures 5 and 6 illustrate the same railing post according to the invention at the end of the work.
  • Figure 5 is an elevational view
  • Figure 6 is a plan view.
  • FIG. 7 illustrates a guardrail post according to the invention and a particular use of the orifice provided in the bottom of the post.
  • Figure 8 illustrates a particular method of setting up a first railing post using the bottom hole of a second post located above the first.
  • Figures 9 and 10 illustrate the securing of a stairwell or elevator by means of poles and the fixing method according to the invention.
  • the guardrail post of FIGS. 1 to 4 consists of an elongate part 1 and a fastening part 3.
  • the elongate part is intended to support the rails 2 in order to protect the workers from the building site in relation to to a fall.
  • the elongated portion and the fixing piece are preferably separate to facilitate disassembly and temporary reassembly during the intervention on the protection.
  • the fastener 3 is composed of a fastening flange 3 ', a connecting piece 3 "and a sleeve-shaped piece 3"' intended to engage the elongate piece 1.
  • the connecting piece 3 "has a hole 3""
  • the fixing flange is intended to be fixed on the edge of a floor or slab or on the right face of a wall to be secured.
  • Figures 5 and 6 show clearly that the post does not encumber in any way the upper face of the slab 4, greatly facilitating the following operations while maintaining optimum security.
  • the 4 "screed as well as the 4" finish (tiles for example) can therefore be applied without hindrance to the height of the posts.
  • Figures 1 to 4 illustrate a particular mode of fixing the pole to a casting slab. Indeed, the fastener 3 of the post is put in place before pouring the slab 4 'taking advantage of the fastening elements 6 of the lateral formwork of the slab.
  • the elements 6 are anchored to the structural elements 5 of the horizontal formwork to support the slab formwork plates. These elements are in the form of "L" lying and are otherwise present regardless of the presence of guardrails.
  • the fastener 3 is positioned between two fasteners 6 of the formwork and a stud 7 is positioned horizontally through the orifice 3 "while engaging each of the fasteners of the formwork
  • the fastening part 3 is thus anchored to the structure via the fastening elements of the formwork and can not move except in the measure of the necessary mechanical clearance, and therefore, at this stage, it already ensures the fixing of the post and thus The safety is thus ensured even before the slab is poured in.
  • Figure 4 shows that the fastening flange is wedged between two shuttering plates and its surface is flush with the latter.
  • non-rectilinear metal rods are put in place through holes drilled in the fastening flange.
  • the concrete will drown these fastening means and fix them rigid
  • the post remains rigidly fixed to the freshly poured slab so that continuous safety is ensured. Finishes such as, for example, screed and flooring can be implemented safely and without discomfort.
  • it is then sufficient to cut the fastening means 8 for example by means of an angle grinder and dismantle the post or poles.
  • Figures 7 and 8 show how the operations of mounting and dismounting of the poles can be ensured with a maximum level of security.
  • the port 3 "" of the pole attachment piece can also be used to receive the carabiner of a safety harness 9.
  • Figure 8 shows two floors or slabs of a building that can include many more. For assembly, an intervention from the formwork plan, observing the conventional safety measures is sufficient to achieve the anchoring of the fastener 3 to the edge of the floor. For disassembly, simply proceed in reverse, that is to say, to start disassembly at the lowest level while securing the room to the next higher level and so on. Disassembly at the last level will be done by observing conventional security measures.
  • FIG 9 shows the securing of an elevator shaft by means of a floor placed on several pole fasteners whose elongated parts are removed.
  • Elevator cages are, in fact, very dangerous places because they present not only a risk of falling for people but also a risk of falling objects that can hurt people working at lower levels. Only a floor can prevent falling objects.
  • the anchoring on the vertical face of the wall makes it possible to secure the elevator shaft while leaving the upper surface surrounding the cage completely free, and the modular design of the two-part dismountable posts allows two types of protection, namely either by laying a floor on the fasteners, either by a railing consisting of anchored posts via the fasteners, as in Figure 10.
  • the system is fully recoverable and reusable, with the exception of the dowel embedded in the concrete.

Abstract

The method involves fixing a flange (3) on an edge of a floor and a slab (4) or on a vertical face of a wall of a building site. The flange including a binding unit is installed before a slump of the slab that sinks with the binding unit. A bar is enforced in an orifice provided in the post in accordance with an axis parallel to a plane of the flange. The flange is retained by a fixation element of a casing of the slab when the flange is placed in front of the slump of the slab. An independent claim is also included for a railing post of a building site.

Description

Domaine techniqueTechnical area

L'invention a trait à la problématique de sécurisation des zones de chantier situées en hauteur et où évolue le personnel y travaillant, plus particulièrement aux poteaux de garde-corps de chantier ainsi qu'à la méthode de fixation de ces poteaux.The invention relates to the problem of securing high-rise construction sites and where the staff working thereon, especially the posts of guardrails on site and the method of fixing these poles.

Etat de la techniqueState of the art

Le document GB 2253877 A (HERBERT MICHAEL; SUMMERFIELD BRYAN JOHN) 23.09.1992 divulgue un poteau de garde-corps de chantier comportant une bride de fixation. Cette bride est conçue pour être fixée à la semelle d'une poutre métallique d'un bâtiment via des clames de fixation. Ce type de fixation a certes l'avantage de permettre un montage facile et précis mais a l'inconvénient de réduire les possibilités de fixation aux éventuelles poutres métalliques verticales du bâtiment.The document GB 2253877 A (HERBERT MICHAEL, SUMMERFIELD BRYAN JOHN) 23.09.1992 discloses a construction railing post having a fastening flange. This flange is designed to be attached to the base of a metal beam of a building via fastening brackets. This type of attachment has the advantage of allowing easy and precise mounting but has the disadvantage of reducing the possibilities of attachment to any vertical metal beams of the building.

Des garde-corps de chantier comportant des poteaux présentant un dispositif de pince destiné à engager le bord d'un plancher ou d'une dalle sont également connus. De tels poteaux sont certes positionnables à peu près partout où un bord de plancher ou de dalle est disponible mais présentent l'inconvénient de couvrir une partie de la surface supérieure dudit plancher ou de ladite dalle, empêchant ainsi la mise en place de couches de finition telles qu'une chape, des carrelages ou autres. Avec de tels garde-corps, le personnel est obligé de retirer les poteaux à ces endroits et ont tendance à travailler dans de mauvaises conditions de sécurité.Construction railings comprising posts having a clamp device for engaging the edge of a floor or slab are also known. Such posts are certainly positionable almost anywhere a floor or slab edge is available but have the disadvantage of covering a portion of the upper surface of said floor or slab, thus preventing the establishment of topcoats such as a screed, tiles or others. With such guardrails, staff are forced to remove the posts at these locations and tend to work in unsafe conditions.

Il existe donc un besoin de garde-corps positionnable à tout endroit le long des zones dangereuses d'un chantier et n'encombrant en aucun cas la surface supérieure de ladite zone. Tel est le problème que se propose de résoudre la présente invention.There is therefore a need for a railing positionable anywhere along the hazardous areas of a site and encumbering in no way the upper surface of said area. This is the problem that the present invention proposes to solve.

Divulgation de l'inventionDisclosure of the invention

La présente invention propose une méthode de fixation d'au moins un poteau de garde-corps de chantier selon la revendication 1 ainsi qu'un poteau selon la revendication 10.The present invention provides a method of attaching at least one building railing post according to claim 1 and a post according to claim 10.

L'invention permet l'arrimage des poteaux d'un garde-corps à la structure d'un chantier sans que ceux-ci n'encombrent la surface de travail.The invention allows the securing of the posts of a guardrail to the structure of a building site without them encumbering the work surface.

Des modes de réalisation particuliers de l'invention sont divulgués dans les sous-revendications.Particular embodiments of the invention are disclosed in the subclaims.

Brève description des dessinsBrief description of the drawings

Les figures 1 à 4 illustrent un poteau de garde-corps selon l'invention ainsi qu'un exemple de fixation de celui-ci lors des travaux de bétonnage.Figures 1 to 4 illustrate a guardrail post according to the invention and an example of fixing thereof during concrete work.

Les figures 5 et 6 illustrent le même poteau de garde-corps selon l'invention à la fin des travaux. La figure 5 est une vue en élévation, la figure 6 une vue en plan.Figures 5 and 6 illustrate the same railing post according to the invention at the end of the work. Figure 5 is an elevational view, Figure 6 is a plan view.

La figure 7 illustre un poteau de garde-corps selon l'invention et un usage particulier de l'orifice prévu dans le bas du poteau.FIG. 7 illustrates a guardrail post according to the invention and a particular use of the orifice provided in the bottom of the post.

La figure 8 illustre une méthode particulière de mise en place d'un premier poteau de garde-corps en utilisant l'orifice du bas d'un second poteau situé au dessus du premier.Figure 8 illustrates a particular method of setting up a first railing post using the bottom hole of a second post located above the first.

Les figures 9 et 10 illustrent la sécurisation d'une cage d'escalier ou d'ascenseur au moyen de poteaux et de la méthode de fixation conforme à l'invention.Figures 9 and 10 illustrate the securing of a stairwell or elevator by means of poles and the fixing method according to the invention.

Mode(s) de réalisation de l'inventionMode (s) of realization of the invention

Le poteau de garde-corps des figures 1 à 4 est constitué d'une partie allongée 1 et d'une pièce de fixation 3. La partie allongée est destinée à supporter les lisses 2 afin d'assurer la protection des travailleurs du chantier par rapport à une chute. La partie allongée et la pièce de fixation sont préférentiellement distinctes pour faciliter le démontage et le remontage temporaire lors de l'intervention sur la protection. La pièce de fixation 3 est composée d'une bride de fixation 3', d'une pièce de liaison 3" et d'une pièce 3"' en forme de manchon ou fourreau destinée à engager la pièce allongée 1. La pièce de liaison 3" comporte un orifice 3"". La bride de fixation est destinée à être fixée sur la tranche d'un plancher ou d'une dalle ou sur la face droite d'un mur à sécuriser. La fixation a lieu au moyen de chevilles mécaniques. Les figures 5 et 6 montrent bien ,que le poteau n'encombre en aucun cas la face supérieure de la dalle 4, facilitant grandement les opérations suivantes tout en maintenant une sécurité optimale. La chape 4" ainsi que la finition 4"' (carrelages par exemple) peuvent donc être appliquées sans gêne à la hauteur des poteaux.The guardrail post of FIGS. 1 to 4 consists of an elongate part 1 and a fastening part 3. The elongate part is intended to support the rails 2 in order to protect the workers from the building site in relation to to a fall. The elongated portion and the fixing piece are preferably separate to facilitate disassembly and temporary reassembly during the intervention on the protection. The fastener 3 is composed of a fastening flange 3 ', a connecting piece 3 "and a sleeve-shaped piece 3"' intended to engage the elongate piece 1. The connecting piece 3 "has a hole 3""The fixing flange is intended to be fixed on the edge of a floor or slab or on the right face of a wall to be secured. mechanical dowels. Figures 5 and 6 show clearly that the post does not encumber in any way the upper face of the slab 4, greatly facilitating the following operations while maintaining optimum security. The 4 "screed as well as the 4" finish (tiles for example) can therefore be applied without hindrance to the height of the posts.

Les figures 1 à 4 illustrent un mode particulier de fixation du poteau à une dalle à couler. En effet, la pièce de fixation 3 du poteau est mise en place avant le coulage de la dalle 4' en mettant à profit les éléments de fixation 6 du coffrage latéral de la dalle. Les éléments 6 sont ancrés aux éléments de structure 5 du coffrage horizontal afin de supporter les plaques de coffrage de la dalle. Ces éléments sont en forme de "L" couché et sont par ailleurs présents indépendamment de la présence de garde-corps. Comme le montrent les figures 2 et 4, la pièce de fixation 3 est positionnée entre deux éléments de fixation 6 du coffrage et un goujon 7 est positionnée horizontalement au travers de l'orifice 3"' tout en engageant chacun des éléments de fixation du coffrage. La pièce de fixation 3 est ainsi ancrée à la structure via les éléments de fixation du coffrage et ne peut bouger si ce n'est dans la mesure du jeu mécanique nécessaire. Elle assure par conséquent déjà à ce stade la fixation du poteau et donc du garde-corps. La sécurité est ainsi assurée avant même que la dalle soit coulée. La figure 4 montre que la bride dé fixation est coincée entre deux plaques de coffrage et sa surface affleure avec ces dernières. Des moyens de fixation 8 tels que des tiges métalliques préférentiellement non rectilignes sont mis en place au travers de trous percés dans la bride de fixation. Lors du coulage de la dalle, le béton va noyer ces moyens de fixations et les fixer rigidement lors de la prise. Une fois le coffrage et ses éléments de fixation démontés, le poteau reste rigidement fixé à la dalle fraichement coulée si bien qu'une sécurité continue est assurée. Les finitions telles que, par exemple, la chape et le revêtement de sol peuvent être mis en oeuvre en toute sécurité et sans gêne. Lorsque le chantier est terminé, il suffit alors de couper les moyens de fixation 8 par exemple au moyen d'une meuleuse d'angle et de démonter le ou les poteaux.Figures 1 to 4 illustrate a particular mode of fixing the pole to a casting slab. Indeed, the fastener 3 of the post is put in place before pouring the slab 4 'taking advantage of the fastening elements 6 of the lateral formwork of the slab. The elements 6 are anchored to the structural elements 5 of the horizontal formwork to support the slab formwork plates. These elements are in the form of "L" lying and are otherwise present regardless of the presence of guardrails. As shown in Figures 2 and 4, the fastener 3 is positioned between two fasteners 6 of the formwork and a stud 7 is positioned horizontally through the orifice 3 "while engaging each of the fasteners of the formwork The fastening part 3 is thus anchored to the structure via the fastening elements of the formwork and can not move except in the measure of the necessary mechanical clearance, and therefore, at this stage, it already ensures the fixing of the post and thus The safety is thus ensured even before the slab is poured in. Figure 4 shows that the fastening flange is wedged between two shuttering plates and its surface is flush with the latter. preferably non-rectilinear metal rods are put in place through holes drilled in the fastening flange.When pouring the slab, the concrete will drown these fastening means and fix them rigid Once the formwork and its fasteners have been dismantled, the post remains rigidly fixed to the freshly poured slab so that continuous safety is ensured. Finishes such as, for example, screed and flooring can be implemented safely and without discomfort. When the site is completed, it is then sufficient to cut the fastening means 8 for example by means of an angle grinder and dismantle the post or poles.

Les figures 7 et 8 montrent comment les opérations de montage et démontage des poteaux peuvent être assurées avec un niveau de sécurité maximum. L'orifice 3"" de la pièce de fixation du poteau peut également servir à recevoir le mousqueton d'un harnais de sécurité 9. La figure 8 montre deux planchers ou dalles d'un immeuble pouvant en comporter beaucoup plus. Pour le montage, une intervention à partir du plan de coffrage, en observant les mesures de sécurité conventionnelle est suffisante pour réaliser l'ancrage de la pièce de fixation 3 à la tranche du plancher. Pour le démontage, il suffit de procéder à l'inverse, c'est-à-dire de commencer le démontage au niveau le plus bas tout en se sécurisant à la pièce du niveau juste supérieur et ainsi de suite. Le démontage au dernier niveau se fera en observant des mesures de sécurité conventionnelles.Figures 7 and 8 show how the operations of mounting and dismounting of the poles can be ensured with a maximum level of security. The port 3 "" of the pole attachment piece can also be used to receive the carabiner of a safety harness 9. Figure 8 shows two floors or slabs of a building that can include many more. For assembly, an intervention from the formwork plan, observing the conventional safety measures is sufficient to achieve the anchoring of the fastener 3 to the edge of the floor. For disassembly, simply proceed in reverse, that is to say, to start disassembly at the lowest level while securing the room to the next higher level and so on. Disassembly at the last level will be done by observing conventional security measures.

La figure 9 montre la sécurisation d'une cage d'ascenseur au moyen d'un plancher posé sur plusieurs pièces de fixation de poteaux dont les parties allongées sont ôtées. Les cages d'ascenseurs sont, en effet, des endroits très dangereux car elles présentent non seulement un risque de chute pour les personnes mais aussi un risque de chute d'objets pouvant blesser les personnes travaillant aux niveaux inférieurs. Seul un plancher permet de parer aux chutes d'objets. L'ancrage sur la face verticale du mur permet de sécuriser la cage d'ascenseur tout en laissant la surface supérieure entourant la cage totalement libre, et le design modulaire des poteaux en deux parties démontables autorise deux types de protection, à savoir soit par pose d'un plancher sur les pièces de fixation, soit par un garde-corps constitué des poteaux ancrés via les pièces de fixation, comme à la figure 10.Figure 9 shows the securing of an elevator shaft by means of a floor placed on several pole fasteners whose elongated parts are removed. Elevator cages are, in fact, very dangerous places because they present not only a risk of falling for people but also a risk of falling objects that can hurt people working at lower levels. Only a floor can prevent falling objects. The anchoring on the vertical face of the wall makes it possible to secure the elevator shaft while leaving the upper surface surrounding the cage completely free, and the modular design of the two-part dismountable posts allows two types of protection, namely either by laying a floor on the fasteners, either by a railing consisting of anchored posts via the fasteners, as in Figure 10.

Le système est entièrement récupérable et réutilisable, à l'exception de la cheville noyée dans le béton.The system is fully recoverable and reusable, with the exception of the dowel embedded in the concrete.

Claims (14)

Méthode de fixation d'au moins un poteau d'un garde-corps de chantier, le poteau comportant une partie allongée (1) généralement verticale ainsi qu'une bride de fixation (3') dans un plan généralement vertical,
caractérisée en ce que
la bride (3') est fixée sur la tranche d'un plancher ou d'une dalle (4) ou sur la face verticale d'un mur (10) du chantierMethod of fixing at least one post of a construction railing, the post comprising a generally vertical elongate part (1) and a fastening flange (3 ') in a generally vertical plane,
characterized in that
the flange (3 ') is fixed on the edge of a floor or slab (4) or on the vertical face of a wall (10) of the building site Méthode selon la revendication 1, caractérisée en ce que la bride (3') avec des moyens d'arrimage (8) est mise en place avant le coulage de la dalle (4) et la dalle (4) est ensuite coulée sur les dits moyens d'arrimage (8).Method according to claim 1, characterized in that the flange (3 ') with securing means (8) is put in place before pouring the slab (4) and the slab (4) is then cast on said securing means (8). Méthode selon la revendication 2, caractérisée en ce que la bride (3'), lorsqu'elle est mise en place avant le coulage de la dalle (4), est retenue par un ou des éléments de fixation (6) du coffrage de la dalle (4).Method according to claim 2, characterized in that the flange (3 '), when it is put in place before casting the slab (4), is retained by one or more fastening elements (6) of the formwork of the slab (4). Méthode selon la revendication précédente, caractérisée en ce que une fois la bride (3') mise en position, une barre (7) est enfoncée dans un orifice (3"") prévu dans le poteau selon un axe parallèle au plan de la bride (3') et à proximité de la dite bride, la barre (7) engageant par ailleurs au moins un élément de fixation (6) du coffrage, de sorte à la retenir.Method according to the preceding claim, characterized in that once the flange (3 ') is in position, a bar (7) is pressed into a hole (3 "") provided in the post along an axis parallel to the plane of the flange. (3 ') and close to said flange, the bar (7) further engaging at least one fastening element (6) of the formwork, so as to retain it. Méthode selon la revendication 1, caractérisée en ce que la bride (3') est fixée à la tranche dudit plancher ou de la dite dalle (4) ou à la face verticale dudit mur (10) par des moyens de vissage du type tirefond ou cheville mécanique.Method according to claim 1, characterized in that the flange (3 ') is fixed to the edge of said floor or said slab (4) or to the vertical face of said wall (10) by means of screw-type screwdriver or mechanical pin. Méthode selon la revendication précédente, caractérisée en ce que la pose ou l'enlèvement d'un poteau est réalisée par une personne portant un harnais de sécurité (9) et en ce que la dite personne sécurise son harnais (9) à un orifice (3"") prévu dans un poteau du même type déjà en place à l'étage supérieur.Method according to the preceding claim, characterized in that the installation or removal of a post is carried out by a person wearing a safety harness (9) and in that the said person secures his harness (9) to an opening ( 3 "") provided in a post of the same type already in place on the upper floor. Méthode selon une des revendications 1-6, caractérisée en ce que la bride de fixation (3') est fixée à proximité du bord supérieur d'une cage d'escalier ou d'ascenseur et est distincte de la partie allongée (1) du poteau de sorte que ladite partie allongée (1) soit amovible.Method according to one of claims 1-6, characterized in that the fixing flange (3 ') is fixed near the upper edge of a staircase or elevator shaft and is distinct from the elongate part (1) of the post so that said elongated portion (1) is removable. Méthode selon la revendication précédente, caractérisée en ce que la partie allongée est ôtée de la bride de fixation de sorte à pouvoir poser un plancher sur la bride de fixation.Method according to the preceding claim, characterized in that the elongated portion is removed from the fastening flange so that a floor can be placed on the fastening flange. Méthode selon une des revendications précédentes, caractérisée en ce que les moyens d'arrimage (8) comprennent au moins une cheville à bétonner.Method according to one of the preceding claims, characterized in that the securing means (8) comprise at least one dowel to be concreted. Méthode selon une des revendications précédentes, caractérisée en ce que le poteau est conforme à l'une des revendications 11 à 14.Method according to one of the preceding claims, characterized in that the post is according to one of claims 11 to 14. Poteau de garde-corps de chantier comportant
une partie allongée (1) généralement verticale;
une pièce de fixation (3) située en bas du poteau;
caractérisé en ce que
la partie allongée (1) et la pièce de fixation (3) sont distinctes et engagent l'une avec l'autre ; et
la pièce de fixation (3) comporte une bride de fixation (3') dans un plan généralement vertical destinée à être fixée sur la tranche d'un plancher ou d'une dalle (4) ou la face verticale d'un mur (10) du chantier à sécuriser.Construction railing post including
an elongated portion (1) generally vertical;
a fastener (3) located at the bottom of the post;
characterized in that
the elongate part (1) and the fixing part (3) are distinct and engage with each other; and
the fixing piece (3) comprises a fastening flange (3 ') in a generally vertical plane intended to be fixed on the edge of a floor or slab (4) or the vertical face of a wall (10). ) of the site to be secured. Poteau de garde-corps de chantier selon la revendication précédente, caractérisé en ce que la pièce de fixation (3) comporte un manchon (3"') dans lequel la partie allongée (1) engage.Construction railing post according to the preceding claim, characterized in that the fastening part (3) comprises a sleeve (3 "') in which the elongate part (1) engages. Poteau de garde-corps de chantier selon l'une des revendications 11-12, caractérisé en ce que la partie allongée (1) s'étend du côté extérieur du plan définit par la bride de fixation (3').Construction railing post according to one of claims 11-12, characterized in that the elongate part (1) extends on the outside of the plane defined by the fastening flange (3 '). Poteau de garde-corps de chantier selon l'une des revendications 11-13, caractérisé en ce que le manchon (3"') est solidaire à la bride (3') via une pièce intermédiaire (3") comportant un orifice (3"') destiné à recevoir le mousqueton d'un harnais (9) de sécurité.Construction railing post according to one of claims 11-13, characterized in that the sleeve (3 "') is integral with the flange (3') via an intermediate piece (3") having an orifice (3 "') for receiving the carabiner of a safety harness (9).
EP06110631A 2006-03-03 2006-03-03 Railing post for construction sites and method for anchoring it Withdrawn EP1830018A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP06110631A EP1830018A1 (en) 2006-03-03 2006-03-03 Railing post for construction sites and method for anchoring it

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Application Number Priority Date Filing Date Title
EP06110631A EP1830018A1 (en) 2006-03-03 2006-03-03 Railing post for construction sites and method for anchoring it

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EP1830018A1 true EP1830018A1 (en) 2007-09-05

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11236511B2 (en) 2019-04-23 2022-02-01 Buildergear Corporation Guard rail system and components

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8902526U1 (en) * 1989-03-03 1989-04-20 Hoff, Walter, 4000 Duesseldorf, De
DE4415827A1 (en) * 1994-05-05 1995-11-09 Baumann Verwertungs Gmbh System for erection of protective wall on outside of building
DE20001948U1 (en) * 2000-02-03 2000-03-23 Baumann Verwertungs Gmbh Protective scaffold to be used in construction
DE10120897A1 (en) * 2001-04-27 2002-11-21 Thomas Lehnert Side protective post for scaffolding, is in two parts with forked anchor rails bearing on building and wedged home plus fitted straps for railings and stringers.
FR2857998A1 (en) * 2003-07-25 2005-01-28 Da Silva Antonio Correia Railing frame for use by masonry enterprise, has fixing unit projecting transversely outside bar and inserted through hole that is pierced in gable of building to fix frame at proximity of crest of gable

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8902526U1 (en) * 1989-03-03 1989-04-20 Hoff, Walter, 4000 Duesseldorf, De
DE4415827A1 (en) * 1994-05-05 1995-11-09 Baumann Verwertungs Gmbh System for erection of protective wall on outside of building
DE20001948U1 (en) * 2000-02-03 2000-03-23 Baumann Verwertungs Gmbh Protective scaffold to be used in construction
DE10120897A1 (en) * 2001-04-27 2002-11-21 Thomas Lehnert Side protective post for scaffolding, is in two parts with forked anchor rails bearing on building and wedged home plus fitted straps for railings and stringers.
FR2857998A1 (en) * 2003-07-25 2005-01-28 Da Silva Antonio Correia Railing frame for use by masonry enterprise, has fixing unit projecting transversely outside bar and inserted through hole that is pierced in gable of building to fix frame at proximity of crest of gable

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11236511B2 (en) 2019-04-23 2022-02-01 Buildergear Corporation Guard rail system and components

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