FR2524526A2 - Anchor fixed to vertical wall - has truncated female piece bedded in wall masonry - Google Patents

Anchor fixed to vertical wall - has truncated female piece bedded in wall masonry Download PDF

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Publication number
FR2524526A2
FR2524526A2 FR8206214A FR8206214A FR2524526A2 FR 2524526 A2 FR2524526 A2 FR 2524526A2 FR 8206214 A FR8206214 A FR 8206214A FR 8206214 A FR8206214 A FR 8206214A FR 2524526 A2 FR2524526 A2 FR 2524526A2
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FR
France
Prior art keywords
female
wall
masonry
organ
bedded
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.)
Granted
Application number
FR8206214A
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French (fr)
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FR2524526B2 (en
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VANACKER YVES
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VANACKER YVES
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Filing date
Publication date
Priority claimed from FR7707433A external-priority patent/FR2382558A1/en
Application filed by VANACKER YVES filed Critical VANACKER YVES
Priority to FR8206214A priority Critical patent/FR2524526A2/en
Publication of FR2524526A2 publication Critical patent/FR2524526A2/en
Application granted granted Critical
Publication of FR2524526B2 publication Critical patent/FR2524526B2/fr
Granted legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The female piece (1) of the anchor has a greater section at its base (3) that at the front end (6) and the base is fixed solidly to a plate (4) perpendicular to the axis of the piece. The female piece is a hollow truncated cone tube (2) with the large base fixed to the plate. The ratio of the difference in diameter of the two cone ends to its height is about 0.02. The male part of the anchor is introduced into the female part after removing an end stopper.

Description

Le présent certificat d'addition concerne un dispositif d'ancrage à une paroi verticale de moyens aidant la construction, ltentretien et/ou la sécurité, tels qu'échafaudages, nacelles, barrières de sécurité ou autres, tel qu'il a été prévu dans son esprit. dans le brevet principal. This certificate of addition relates to a device for anchoring to a vertical wall of means aiding construction, maintenance and / or security, such as scaffolding, nacelles, safety barriers or the like, as provided for in his mind. in the main patent.

Etat de la technique antérieure et inconvénients.State of the prior art and drawbacks.

Avec des organes femelles à section cylindrique intérieure, l'organe male expansible, malgré un serrage convenable, peut présenter l'inconvénient de pouvoir quand rnetne s'extraire accidentellement de son logement. C'est ce qui peut se produire lorsqu'une charge exceptionnelle est appliquée à l'organe ranale par exemple dans le test qui consiste à lui faire supporter une charge d'une centaine de kg tombant d'une hauteur de quatre mètres ; c'est un test qui est appliqué pour reproduire ce qui pourrait se présenter lors de la chute d'une personne des des efforts exceptionnellement élevés peuvent aussi se produire lorsqu'on veut maintenir un échafaudage vertical sollicité accidentellement horizDntalement. Dans ces derniers cas il faut que l'organe male puisse se maintenir dans l'organe femelle sous un effort de l'ordre de deux tonnes. With female organs with internal cylindrical section, the expandable male organ, despite suitable tightening, can have the drawback of being able to accidentally extract itself from its housing. This is what can happen when an exceptional load is applied to the ranial organ, for example in the test which consists in making it bear a load of a hundred kg falling from a height of four meters; it is a test which is applied to reproduce what could occur when a person falls. Exceptionally high efforts can also occur when one wants to maintain a vertical scaffolding accidentally stressed horizontally. In these latter cases, the male organ must be able to maintain itself in the female organ under an effort of the order of two tonnes.

Or, l'expérience a montré qu'avec un organe femel e cylindrique l'organe mâle malgré un serrage correct, pouvait s'extraire sous un effort ne dépassant pas une tonne. However, experience has shown that with a cylindrical female organ the male organ, despite correct tightening, could be extracted under an effort not exceeding one ton.

Résoudre le problème de la solidarisation des organes males et femelles est une chose, mais il faut encore que l'organe femelle soit solidement scellé et maintenu au plus profond de la maçonnerie.  Solving the problem of the joining of male and female organs is one thing, but it is still necessary that the female organ is securely sealed and kept deep in the masonry.

Ce sont ces deux problèmes que se pro6 résoudre la présente addition. It is these two problems which the present addition is to solve.

Exposé de I'invention.Statement of the invention.

Le dispositif de l'invention est caractérisé principalement par le fait que les organes femelles ont une section plus importante dans le fond qu'au bord et que leur fond est rendu solidaire d'une plaque perpendiculaire à l'axe dudit organe femelle
Plus précisément, l'organe femelle a la forme d'un tronc de cône creux avec sa grande base fixée sur une plaque plus grande que ladite grande base.
The device of the invention is mainly characterized by the fact that the female organs have a larger section in the bottom than at the edge and that their bottom is made integral with a plate perpendicular to the axis of said female organ
More specifically, the female organ has the shape of a hollow truncated cone with its large base fixed on a plate larger than said large base.

Solution au problème. Avantages et résultats industriels
Naturellement l'organe mle est prévu pour pouvoir s'introduire dans l'intérieur de la petite base de l'organe femelle. Quand il est complétement enfoncé, on peut l'expandre par la manoeuvre expliquée dans le brevet principal. Si un effort important axial tendant à extraire l'organe mâle de l'organe femelle est exercé sur ledit organe mâle, la partie expansée de l'organe mle aura tendance à se serrer plus fort à l'intérieur du tronc de cône creux et son extraction deviendra impossible sans faire éclater l'organe femelle. I1 va sans dire que l'on calcule celui-ci pour qu'il résiste à ces efforts compte tenu de la force axiale de l'ordre de deux tonnes qui est exercée pour l'extraction de l'organe mâle.
Solution to the problem. Industrial benefits and results
Naturally the male organ is designed to be able to enter the interior of the small base of the female organ. When it is fully depressed, it can be expanded by the maneuver explained in the main patent. If a large axial force tending to extract the male organ from the female organ is exerted on said male organ, the expanded part of the male organ will tend to tighten more strongly inside the hollow truncated cone and its extraction will become impossible without bursting the female organ. I1 goes without saying that it is calculated so that it withstands these efforts taking into account the axial force of the order of two tonnes which is exerted for the extraction of the male organ.

D'un autre coté, la conicité de l'organe femelle contribue à empecher son descellement de la maçonnerie. On the other hand, the taper of the female organ helps to prevent its loosening from the masonry.

Toutefois, l'ancrage essentiel de cet organe femelle dans la maçonnerie est assuré par la plaque fixée perpendiculairement au bout de organe femelle. However, the essential anchoring of this female member in the masonry is ensured by the plate fixed perpendicular to the end of the female member.

L'invention sera mieux comprise à l'ai484*p la description ci-après qui en donne un exemple non limitatif de réalisation pratique et qui est illustrée par le dessin joint dans lequel
La figure 1 est une vue en perspective de l'organe femeile.
The invention will be better understood from ai484 * p the description below which gives a nonlimiting example of practical implementation and which is illustrated by the attached drawing in which
Figure 1 is a perspective view of the female organ.

La figure 2 est une vue en coupe du même organe scellé dans la maçonnerie d'un mur et dans lequel est schématisé l'organe mâle introduit et expansé. Figure 2 is a sectional view of the same member sealed in the masonry of a wall and in which is shown schematically the male member introduced and expanded.

L'organe femelle , est constitué par un tube tronconique 2 dont la grande base 3 est soudée sur une plaque 4 perpendiculaire à i'axe du tube 2. L'ensemble est noyé dans la maçonnerie 5 pour ne laisser apparaitre que la petite base 6 au ras du parement 7. The female organ is constituted by a frustoconical tube 2, the large base 3 of which is welded to a plate 4 perpendicular to the axis of the tube 2. The assembly is embedded in the masonry 5 so that only the small base 6 appears flush with the facing 7.

Le rapport de la différence des diamètres de la grande base 3 et de la petite base 6 à la profondeur de l'organe femelle. c'est-à-dire à la hauteur du cône, est de l'ordre de 0,02. Ainsi il est courant d'adopter une hauteur de 180 mm et d'avoir des diamètres extérieurs de grande base et de petite base respectivement de 44 et de 40 mm. L'épaisseur du tube tronconique 2 est généralement de 2mm. The ratio of the difference in diameters of the large base 3 and the small base 6 to the depth of the female organ. that is to say at the height of the cone, is of the order of 0.02. Thus it is common to adopt a height of 180 mm and to have external diameters of large base and small base respectively of 44 and 40 mm. The thickness of the frusto-conical tube 2 is generally 2mm.

Par l'ouverture apparente de la petite base 6, après extraction du bouchon I2 on introduit organe mâle 8 qui a déjà été décrit dans le premier certificat d'addition NO 78.04992 du 16 février 1978. Avec la conicité de l'organe femelle 1 tel qu'il vient d'être décrit, on obtient un meilleur coincement de la partie expansible 9, 10 de l'organe mâle 8 lors d'une tentative dtextrac- tion suivant la flèche Il. in effet, si on exécute un léger déplacement suivant ladite f cche li, la partie expansible 9, 10 se åépl-ce vers les sections internes du tube tronconique 2 de plus en plus faible et l'ancrage s'accentue. By the apparent opening of the small base 6, after extraction of the plug I2, a male organ 8 is introduced which has already been described in the first addition certificate NO 78.04992 of February 16, 1978. With the conicity of the female organ 1 such that has just been described, a better wedging of the expandable part 9, 10 of the male member 8 is obtained during an extraction attempt according to the arrow II. in fact, if a slight movement is made along said arrow cche li, the expandable part 9, 10 expands towards the internal sections of the frusto-conical tube 2 increasingly weak and the anchoring is accentuated.

La figure 2, montre par ailleurs, que la meme conicité du tube 2 s'oppose au déplacement de celui-ci, dans le sens de la flèche 11. On comprend aussi facilement comment la plaque 4 améliore l'ancrage au plus profond de la maçonnerie 5.  FIG. 2, moreover, shows that the same conicity of the tube 2 is opposed to the displacement of the latter, in the direction of the arrow 11. It is also easily understood how the plate 4 improves the anchoring in the deepest part of the masonry 5.

Claims (3)

REVENDICATIONS 1. Dispositif d'ancrage, tel que défini dans les revendications 1 et 2 du brevet principal, c a r a c t é r i s é par le fait que les organes femelles (1) ont une section plus importante dans le fond (3) qu'au bord (6) et que leur fond est rendu solidaire d'une plaque (4) perpendiculaire à l'axe dudit organe femelle. 1. Anchoring device, as defined in claims 1 and 2 of the main patent, characterized by the fact that the female members (1) have a larger section in the bottom (3) than at the edge ( 6) and that their bottom is made integral with a plate (4) perpendicular to the axis of said female member. 2. Dispositif tel que défini dans la revendication 1, c a r a c t é r i s é par le fait que l'organe femelle (1) a la forme d'un tronc de cone creux avec sa grande base fixée par une plaque (4) plus grande que ladite grande base. 2. Device as defined in claim 1, characterized in that the female member (1) has the shape of a hollow cone trunk with its large base fixed by a plate (4) larger than said large base. 3. Dispositif, tel que défini dans la revendication 2, c a r a c t é r i s é par le rait que le rapport de la différence des diamètres des bases du cône à sa hauteur est de l'ordre de 0,J2.  3. Device, as defined in claim 2, c a r a c t é r i s ed by the rait that the ratio of the difference in the diameters of the bases of the cone to its height is of the order of 0, J2.
FR8206214A 1977-03-04 1982-03-31 Anchor fixed to vertical wall - has truncated female piece bedded in wall masonry Granted FR2524526A2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR8206214A FR2524526A2 (en) 1977-03-04 1982-03-31 Anchor fixed to vertical wall - has truncated female piece bedded in wall masonry

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR7707433A FR2382558A1 (en) 1977-03-04 1977-03-04 Tie piece for fixing scaffolding to wall - consists of tubular female piece into which fits expanding male part with screw
FR8206214A FR2524526A2 (en) 1977-03-04 1982-03-31 Anchor fixed to vertical wall - has truncated female piece bedded in wall masonry

Publications (2)

Publication Number Publication Date
FR2524526A2 true FR2524526A2 (en) 1983-10-07
FR2524526B2 FR2524526B2 (en) 1985-03-29

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FR8206214A Granted FR2524526A2 (en) 1977-03-04 1982-03-31 Anchor fixed to vertical wall - has truncated female piece bedded in wall masonry

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2575244A1 (en) * 1984-12-21 1986-06-27 Vanacker Yves Removable device for anchoring to a vertical wall
WO1990002860A1 (en) * 1988-09-13 1990-03-22 Cornelis Johannes Griek Improvements in or relating to posts
AU624181B2 (en) * 1988-09-13 1992-06-04 Dgs Property Pty Ltd Post
ES2348849A1 (en) * 2008-11-19 2010-12-15 Rafael Ruiz Viso Anchor and support for safety railings and protection elements in construction works. (Machine-translation by Google Translate, not legally binding)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR466605A (en) * 1913-12-24 1914-05-19 Emil Schaerer scaffolding
FR1396982A (en) * 1963-06-19 1965-04-23 Transport anchor plate, for screw fixing of reinforcing bars used for transporting concrete parts
FR2073892A5 (en) * 1969-12-10 1971-10-01 Goldberg Juergen
DE2235553A1 (en) * 1972-07-20 1974-01-31 Reinhold Michel ANCHORING DEVICE FOR CONCRETE COMPONENTS

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR466605A (en) * 1913-12-24 1914-05-19 Emil Schaerer scaffolding
FR1396982A (en) * 1963-06-19 1965-04-23 Transport anchor plate, for screw fixing of reinforcing bars used for transporting concrete parts
FR2073892A5 (en) * 1969-12-10 1971-10-01 Goldberg Juergen
DE2235553A1 (en) * 1972-07-20 1974-01-31 Reinhold Michel ANCHORING DEVICE FOR CONCRETE COMPONENTS

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2575244A1 (en) * 1984-12-21 1986-06-27 Vanacker Yves Removable device for anchoring to a vertical wall
WO1990002860A1 (en) * 1988-09-13 1990-03-22 Cornelis Johannes Griek Improvements in or relating to posts
AU624181B2 (en) * 1988-09-13 1992-06-04 Dgs Property Pty Ltd Post
ES2348849A1 (en) * 2008-11-19 2010-12-15 Rafael Ruiz Viso Anchor and support for safety railings and protection elements in construction works. (Machine-translation by Google Translate, not legally binding)

Also Published As

Publication number Publication date
FR2524526B2 (en) 1985-03-29

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