EP2563983B1 - Rail de montage - Google Patents

Rail de montage Download PDF

Info

Publication number
EP2563983B1
EP2563983B1 EP11700734.4A EP11700734A EP2563983B1 EP 2563983 B1 EP2563983 B1 EP 2563983B1 EP 11700734 A EP11700734 A EP 11700734A EP 2563983 B1 EP2563983 B1 EP 2563983B1
Authority
EP
European Patent Office
Prior art keywords
mounting rail
support
building material
concrete
support channel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP11700734.4A
Other languages
German (de)
English (en)
Other versions
EP2563983A1 (fr
Inventor
Markus Heudorfer
Bernhard Sander
Holger Basche
Bernhard Winkler
Denis Novokshanov
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.)
Hilti AG
Original Assignee
Hilti AG
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 Hilti AG filed Critical Hilti AG
Publication of EP2563983A1 publication Critical patent/EP2563983A1/fr
Application granted granted Critical
Publication of EP2563983B1 publication Critical patent/EP2563983B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails

Definitions

  • the present invention relates to a mounting rail according to the preamble of claim 1 and a building or a building component according to the preamble of claim 12.
  • Anchor rails or mounting rails are poured or embedded in the construction technique in concrete, so that only an upper side or an outer region of a supporting profile of the mounting rail is freely accessible.
  • the mounting rail initiates the forces introduced into it by a contact or a connection with the surrounding concrete in the concrete.
  • the mounting rail has generally backward anchor. Centrally attacking forces are generally introduced essentially by the anchors in the concrete. Transverse forces acting on the anchor rail are introduced into the concrete by lateral limbs of the supporting profile of the mounting rail. In the case of large transverse forces, cracks occur and, as a result, a broken block on the concrete. The cracks spread out at different angles in the concrete, with the angle increasing the volume of the broken fragment and thus the pull-out force. It thus occurs at shear forces on a relatively early failure of the mounting rail due to a shallow crack or a small broken clod.
  • a mounting rail which has two longitudinally extending half rails, which are interconnected.
  • the half rails are connected to each other by means of connectors, wherein the connectors are preferably designed as a clamp connector.
  • the mounting rail is intended to be embedded in a ceiling or wall of a building.
  • the DE 35 31 998 A1 shows an embeddable in concrete, designed in cross-section as a C-profile anchor rail with anchoring on the rail spine in the form of at least end-threaded with bolts on which thread the nuts are screwed, which form the wings, the one-sided Aufschraubwolf blocked the mother is.
  • the DE 26 02 164 A1 describes an anchor rail, are arranged in the Anerkemia on two opposite longitudinal sides of the rail, so that the anchor elements partially cover the rail.
  • the US 4,700,923 describes I-beams that are poured into concrete so that concrete-free Ausnhemitch are formed around the carrier.
  • the object of the present invention is to provide a mounting rail in which a possible fragmentary block is large, so that large forces can be absorbed by the mounting rail, and further to specify a building or a building component with such a mounting rail.
  • a mounting rail for embedding in a hardenable building material, for.
  • a support profile and preferably a means for attaching at least one attachment to the mounting rail, so that the support profile on the outside of a Einbett Scheme a direct connection with the hardenable building material wherein on the support profile on the outside of the Einbett Scheme a support is attached, so that the support profile outside of the Einbett Scheme partially no direct contact with the hardenable building material, wherein the support is compressible and is formed of foam or a fabric made of plastic.
  • the compressible, preferably elastic, support essentially prevents the transmission of forces from the support profile to the concrete in the region of the support.
  • the support is preferably arranged at an end portion of the supporting profile in the region of the outer region, thereby thereby the forces to be introduced into the building material, in particular Transverse forces, outside of the surface of the building material in the hardenable building material in deeper layers can be introduced.
  • a resultant of the introduced into the mounting rail forces thus occurs in deeper layers of building material, so that a fragmentary clod can be achieved with a larger volume and in the mounting rail so that larger forces, in particular lateral forces can be initiated without a failure or breakage the hardenable building material occurs.
  • the hardenable building material is mortar or a, preferably mineral, aggregate, z. As gravel or sand, with a binder, eg. As cement or bitumen.
  • the support ends on the upper side at an outer region of the mounting rail or at a distance of less than 5 cm, 3 cm or 1 cm to the outer region of the supporting profile.
  • the support is firmly bonded, in particular by means of an adhesive, attached to the support section and / or the support is in several parts.
  • the support is only partially formed on the outside of the embedding region of the support profile, so that the support profile only partially has no direct contact with the hardenable building material.
  • the support in the direction of a longitudinal axis of the mounting rail is only partially or completely formed and / or the support is only partially or completely formed perpendicular to the longitudinal axis of the mounting rail and / or the embedding has a connection in a direction parallel to the longitudinal axis and no Connection to the hardenable building material and / or the embedding area has a connection in a direction perpendicular to the longitudinal axis and no connection to the hardenable building material.
  • the support is arranged on the outside of the Einbett Scheme the mounting rail strip-shaped.
  • the support is at least partially, in particular completely, made of foam, preferably polystyrene, or a fabric made of plastic.
  • the support profile in cross-section is substantially C-shaped and / or the means comprises for attaching attachments at least one bolt, screw, z.
  • a hook head screw As a hook head screw, a groove, a slot or enclosed by the support profile interior with an opening as a groove or slot.
  • the mounting rail has at least one, preferably a plurality, anchors for embedding in the hardenable building material, and preferably the at least one anchor is fastened to the support profile.
  • the at least one armature is aligned substantially perpendicular to a strip axis of the strip formed as a support and / or is aligned perpendicular to the longitudinal axis of the mounting rail.
  • the support profile on one or two skew limbs which are aligned at an acute angle, in particular at an angle between 20 ° and 70 °, to a central plane, wherein the central plane is perpendicular to an opening plane spanned by the opening and preferably the longitudinal axis of the mounting rail cuts. Due to the inclined skew leg recorded by the mounting rail load can be introduced into deeper layers of the building material, so that thus a further increase in the Fractional block is connected and thus the loads can be absorbed by the mounting rail or forces, in particular lateral forces, can be further increased.
  • the mounting rail in particular the support profile, at least partially, in particular completely, made of metal, for. As iron, steel or aluminum, and / or plastic
  • a hardenable building material eg. As concrete or mortar
  • a, preferably compressible, pad is fixed before arranging the mounting rail on the embedding of the support section. Due to the attachment of the support to the support profile occurs in the area of the support of the introduced building material is not in direct contact or connection to the support profile. As a result, substantially no forces are introduced into the building material after hardening of the concrete from the mounting rail in the area of the supports.
  • partial fillers are applied before the introduction of the building material at Einbett Anlagen the support section and after introduction and / or hardening of the building material, the filler are removed, so that a recess between the support profile and the building material is formed and / or after insertion or hardening of the building material, the building material is partially removed in the area of the supporting profile, so that a recess between the support profile and the building material is formed and / or the mounting rail is to the effect, especially too high, arranged at the point to be embedded, that after the introduction of the building material of the embedding of the support section only partially, especially only in a lower area, communicates with the building material.
  • the invention also includes a building or a component, e.g. As wall or ceiling of the building of a hardenable building material with an embedded in the building material mounting rail, wherein the mounting rail is formed as a mounting rail according to the invention.
  • a building or a component e.g. As wall or ceiling of the building of a hardenable building material with an embedded in the building material mounting rail, wherein the mounting rail is formed as a mounting rail according to the invention.
  • the structure or component of the structure may be made by a method described in this patent application.
  • FIG. 1 a known from the prior art mounting rail 1 or anchor rail 1 is shown.
  • the mounting rail 1 consists of a support section 2 made of metal, in particular steel or aluminum.
  • an anchor 15 is attached at a lower, in Fig. 1 horizontally aligned leg of the support section 2, an anchor 15 is attached.
  • the support section 2 also has two vertically oriented legs.
  • At the upper end of the vertically oriented legs of the support section 2, two horizontally aligned strip legs 22 are present.
  • the legs and the strip leg 22 of the support profile 2 are aligned substantially rectangular to each other.
  • the support section 2 includes an interior space 17 a. In the interior 17, a hammerhead or hook-headed screw 18 can be fixed as a means 3 for fixing attachments, not shown.
  • a load L which in Fig. 1 is shown with an arrow can be recorded.
  • the load L can - as in Fig. 1 shown - attack in a horizontal direction;
  • the load L can also be understood as a horizontal component of an attacking at an angle of 0 ° to 90 ° load or force.
  • the resultant R or the force acting on the right vertically aligned leg of the support section 2 on the concrete 5 forces are introduced at the upper concrete edge in the concrete 5, so that due the spreading cracks 19 a broken block 20 is formed.
  • only small forces, in particular lateral forces can be introduced into the concrete 5 from the mounting rail 1.
  • FIG. 2 to 11 a mounting rail 1 according to the invention is shown.
  • embedded in the concrete 5 mounting rail 1 is essentially as in Fig. 1 constructed from the prior art mounting rail 1, but wherein the support section 2 has a different geometry and further on the support section 2 compressible, preferably elastic, pads 8 are attached.
  • the support profile 2 has a horizontally oriented leg with anchors 15 arranged thereon. At these, horizontally oriented legs of the support section 2 close to two skew legs 16 and the bevel leg 16 close two vertically aligned legs of the support section 2 turn on.
  • the compressible supports 8 are glued to the outside of the embedding area 6 on the outside.
  • the pads 8 are strip-shaped and have as plastic foam strips a height of 0.5 mm to 10 mm, preferably from 1.5 mm to 5 mm.
  • the thickness of the support 8 is in particular in a range between 0.1 mm and 10 mm.
  • the length of the strip-shaped support 8 corresponds to the length of the supporting profile 2 ( Fig. 5 ). Notwithstanding this, the support 8 in its longitudinal extent, ie in a Extension perpendicular to the drawing plane of Fig.
  • the fracture block 20 of the concrete 5 increases in the event of a possible failure, so that larger loads L can thereby be absorbed by the support profile 2 due to the large fracture block 20.
  • the forces introduced by the support profile 2 into the concrete 5 as resultant R are thus introduced inclined substantially below a region near the top of the concrete 5 in deeper layers of the concrete 5.
  • the breaking load of the concrete 5 can be increased and thus the overall load capacity of the mounting rail 1 can be increased.
  • the geometry of the supporting profile 2 of in Fig. 2 illustrated mounting rail 1 has between the two strip legs 22 an opening 12.
  • the opening 12 spans an opening plane 13.
  • the opening 12 is formed as a groove 11 or as a slot 10 and perpendicular to the Opening plane 13 is a central plane 14, which also intersects the longitudinal axis 9 of the support section 2.
  • the longitudinal axis 9 of the support section 2 and the mounting rail 1 is perpendicular to the plane of Fig. 2 ,
  • the two skew legs 16 are aligned at an angle of approximately 45 ° to the central plane 14.
  • the concrete 5 is only on the lower vertically oriented leg of the support section 2 and on the two skew legs 16 in direct contact with the embedding 6 with the support section 2.
  • FIG. 3 is that in Fig. 2 shown support profile 2 and the mounting rail 1 without the embedding in the concrete 5 shown and in the same way is in Fig. 4 a second embodiment of the mounting rail 1 without embedding in the concrete 5 shown.
  • Fig. 5 and 6 are side views of the mounting rails 1 according to the first embodiment in Fig. 2 and 3 and the second embodiment in Fig. 4 displayed.
  • the in the 3 and 4 shown mounting rails 1 thus represent a section perpendicular to the plane of Fig. 5 and 6
  • FIG. 5 and 6 shown side views of the mounting rail 1 is in Fig.
  • the strip-shaped support 8 is formed as a continuous strip, so that the length of the strip as a support 8 corresponds to the length of the support profile 2 and thus the support in the direction of the longitudinal axis 9 of the mounting rail 1 is completely formed.
  • the support 8 is only partially formed in the direction of the longitudinal axis 9 on the support section 2, so that the support 8 in the direction of the longitudinal axis 9 is only partially present.
  • the edition 8 only partially formed in a circumferential direction on the embedding 6 of the support section 2 or perpendicular to the longitudinal axis 9 of the mounting rail 1 in Fig. 5 and 6 or in 3 and 4 the edition 8 only partially formed.
  • the mounting rail 1 is shown in a third embodiment as a cross section.
  • the geometry of the support section 2 is substantially rectangular in shape with a lower horizontally oriented legs, two vertically aligned legs and two strip legs 22 at the opening 12.
  • the conditions 8 attached on the two vertically aligned legs of the support section 2 are on the outside of the embedding 6 of the support section 2, the conditions 8 attached. With respect to the vertical leg of the support section 2 while the support 8 is completely formed on the vertical leg of the support section 2 in a direction perpendicular to the longitudinal axis 9 of the mounting rail 1.
  • the fourth in Fig. 8 illustrated embodiment of the mounting rail 1 differs from the third embodiment according to Fig. 7 in that on the two vertical legs of the support profile 2, the supports 8 are glued only to the lower half of the vertical leg of the support section 2.
  • the supports 8 with respect to the vertical legs of the support profile 2 in the fourth embodiment are formed perpendicular to the longitudinal axis 9 of the mounting rail 1 only partially.
  • the extension of the supports 8 according to the in FIGS. 7 and 8 illustrated third and fourth embodiment of the mounting rail 1 can be perpendicular to the plane of Fig. 1 , ie, be formed completely or only partially in a direction parallel to the longitudinal axis 9 of the mounting rail 1, ie in an analogous manner to the embodiment of the support 8 in Figures 5 and 6.
  • a fifth embodiment of the mounting rail 1 is shown.
  • the support 8 has a different thickness, so that the support 8 ends wedge-shaped on the concrete 5.
  • the support 8 has at the top 7 of the mounting rail 1 a greater thickness than at the lower end of the support 8 at the beginning of the oblique leg 16 of the support profile. 2
  • FIG. 10 is a cross section of an embedded in concrete 5 mounting rail 1 with a recess 21 of the concrete 5 at the top of the concrete 5 shown.
  • the mounting rail 1 is first arranged at the point to be embedded, for example, attached to a formwork accordingly. Subsequently, the concrete 5 is introduced into the space enclosed by the formwork. After the introduction of the concrete 5 and the associated connection of the concrete 5 with the entire embedding 6 of the support section 2, the concrete 5 is removed again at the two vertically oriented legs of the supporting section 2, so that the strip-shaped recess 21 is formed and thus the two vertical leg of the support section 2 no longer stand in conjunction with the concrete 5.
  • the removal of the concrete 5 can be carried out during or after the curing of the concrete 5.
  • the working out of the concrete 5 at the recesses 21 can be carried out, for example, grinding with a diamond tool, with a milling cutter, drilling, chiseling or by a combination of said methods.
  • the width of the slot is in a range between 0.5 mm and 20 mm, preferably in the range between 1.5 mm and 5 mm.
  • the height of the slot, namely the recess 21, corresponds to the height of the vertical leg of the support profile 2.
  • the extension of the recess 21 perpendicular to the plane of Fig. 1 can either be completely continuous or the recess 21 is perpendicular to the vertical plane of the supporting profile 2 to the plane of Fig. 10 , ie, in a direction parallel to the longitudinal axis 9 of the support profile 2, only partially formed.
  • the recess 21 can also be produced in that during the introduction of the concrete 5 on the two vertical legs of the supporting profile 2, a packing, not shown, is arranged.
  • the filler can also be attached to the vertical leg of the support section 2 by gluing. After the introduction of the concrete and the partial or complete hardening of the concrete 5 is the Not shown filling body removed again, so that the strip-shaped recess 21 is in turn present at the embedding 6 of the support section 2 in the region of the two vertical legs. Also in this way it can be achieved that on the support section 2 in an analogous manner to the illustration in Fig. 2 the resultant R from the load L in deeper layers of the concrete 5 is inclined downwards into the concrete 5 is introduced. This requires a large fragmentation block 20 and of the mounting rail 1, large loads L, in particular lateral forces are absorbed at a near-border integration of the mounting rail 1 in the concrete 5 with respect to the transverse forces.
  • FIG 11 is a further embodiment for embedding the mounting rail 1 in the concrete 5 shown.
  • the mounting rail 1 is embedded too high in the concrete 5, so that the embedding 6 of the support section 2 in the region of the two vertical legs of the support section 2 outside the concrete 5 is arranged.
  • the resultant R from the load L more inclined down towards deeper layers of the concrete. 5 can be introduced into the concrete 5 and thereby causes a larger fragmentation block 20.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Road Paving Structures (AREA)
  • Floor Finish (AREA)

Claims (12)

  1. Rail de montage (1) destiné à être encastré dans un matériau de construction (4) durcissable, par exemple du béton (5), comprenant un profilé de support (2) et de préférence un moyen (3) servant à fixer au moins un élément rapporté au niveau du rail de montage (1) de sorte que le profilé de support (2) présente, côté extérieur, au niveau d'une zone d'encastrement (6), une liaison directe avec le matériau de construction (4) durcissable,
    pour lequel un revêtement (8) est fixé au niveau du profilé de support (2) côté extérieur au niveau de la zone d'encastrement (6) de sorte que le profilé de support (2) ne présente côté extérieur au niveau de la zone d'encastrement (6) en partie aucun contact direct avec le matériau de construction (4) durcissable,
    caractérisé en ce que le revêtement (8) est compressible et est formé à partir d'un matériau expansé ou d'un tissu en matière synthétique.
  2. Rail de montage selon la revendication 1,
    caractérisé en ce que le revêtement (8) est fixé au niveau du profilé de support (2) par liaison de matière, en particulier au moyen d'une colle,
    et/ou
    en ce que le revêtement (8) présente plusieurs parties.
  3. Rail de montage selon la revendication 1 ou 2,
    caractérisé
    en ce que le revêtement (8) est réalisé uniquement en partie côté extérieur au niveau de la zone d'encastrement (6) du profilé de support (2) de sorte que le profilé de support (2) ne présente qu'en partie aucun contact direct avec le matériau de construction (4) durcissable.
  4. Rail de montage selon la revendication 3,
    caractérisé
    en ce que le revêtement (8) est réalisé uniquement en partie ou intégralement en direction d'un axe longitudinal (9) du rail de montage (1),
    et/ou
    en ce que le revêtement (8) est réalisé uniquement en partie ou intégralement de manière perpendiculaire par rapport à l'axe longitudinal (9) du rail de montage (1),
    et/ou
    en ce que la zone d'encastrement (6) présente dans une direction de manière parallèle par rapport à l'axe longitudinal (9) une liaison ou pas avec le matériau de construction (4) durcissable,
    et/ou
    en ce que la zone d'encastrement (6) présente, dans une direction de manière perpendiculaire par rapport à l'axe longitudinal (9), une liaison ou pas avec le matériau de construction (4) durcissable.
  5. Rail de montage selon l'une quelconque ou plusieurs des revendications précédentes,
    caractérisé
    en ce que le revêtement (8) est disposé, côté extérieur, au niveau de la zone d'encastrement (6) du rail de montage (1), de manière à présenter une forme de bande.
  6. Rail de montage selon l'une quelconque ou plusieurs des revendications précédentes,
    caractérisé
    en ce que le revêtement (8) est formé à partir d'un styropor.
  7. Rail de montage selon l'une quelconque ou plusieurs des revendications précédentes,
    caractérisé
    en ce que le profilé de support (2) est réalisé de manière à présenter dans la section transversale essentiellement une forme de C,
    et/ou
    en ce que le moyen (3) servant à fixer des éléments rapportés comprend au moins un boulon, une vis, par exemple une vis à crochet (18), une rainure (11), une entaille (10) ou un espace intérieur (17) entouré par le profilé de support (2) et doté d'une ouverture (12) en tant que rainure (11) ou entaille (10).
  8. Rail de montage selon l'une quelconque ou plusieurs des revendications précédentes,
    caractérisé
    en ce que le rail de montage (1) présente au moins un moyen d'ancrage (15), de préférence plusieurs moyens d'ancrage, destinés à être encastrés dans le matériau de construction (4) durcissable, et en ce que de préférence l'au moins un moyen d'ancrage (15) est fixé au niveau du profilé de support (2).
  9. Rail de montage selon la revendication 8,
    caractérisé
    en ce que l'au moins un moyen d'ancrage (15) est orienté essentiellement de manière perpendiculaire par rapport à l'axe longitudinal (9) du rail de montage (1).
  10. Rail de montage selon l'une quelconque des revendications précédentes 7 à 9,
    caractérisé
    en ce que le profilé de support (2) présente une ou deux branches obliques (16), qui sont orientées par rapport à un plan central (14) selon un angle aigu, en particulier selon un angle compris entre 20° et 70°, sachant que le plan central (14) est situé de manière perpendiculaire sur un plan d'ouverture (13) couvert par l'ouverture (12) et coupe de préférence l'axe longitudinal (9) du rail de montage (1).
  11. Rail de montage selon l'une quelconque ou plusieurs des revendications précédentes,
    caractérisé
    en ce que le rail de montage (1), en particulier le profilé de support (2), est constitué au moins en partie, en particulier intégralement, de métal, par exemple de fer, d'acier ou d'aluminium, et/ou de matière synthétique.
  12. Ouvrage de construction ou composant, par exemple mur ou plafond, de l'ouvrage de construction constitué d'un matériau de construction (4) durcissable, comprenant un rail de montage (1) encastré dans le matériau de construction (4),
    caractérisé
    en ce que le rail de montage (1) est réalisé sous la forme d'un rail de montage (1) selon l'une quelconque ou plusieurs des revendications 1 à 11.
EP11700734.4A 2010-04-29 2011-01-12 Rail de montage Not-in-force EP2563983B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE201010028349 DE102010028349A1 (de) 2010-04-29 2010-04-29 Montageschiene
PCT/EP2011/050317 WO2011134680A1 (fr) 2010-04-29 2011-01-12 Rail de montage

Publications (2)

Publication Number Publication Date
EP2563983A1 EP2563983A1 (fr) 2013-03-06
EP2563983B1 true EP2563983B1 (fr) 2014-03-05

Family

ID=44262777

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11700734.4A Not-in-force EP2563983B1 (fr) 2010-04-29 2011-01-12 Rail de montage

Country Status (7)

Country Link
US (1) US8635832B2 (fr)
EP (1) EP2563983B1 (fr)
CN (1) CN102859089B (fr)
AU (1) AU2011247280A1 (fr)
DE (1) DE102010028349A1 (fr)
ES (1) ES2460715T3 (fr)
WO (1) WO2011134680A1 (fr)

Families Citing this family (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101387130A (zh) * 2007-09-11 2009-03-18 游柏森 建筑工业用槽件锚固装置
GB2485353B (en) * 2010-11-09 2013-09-11 Acs Stainless Steel Fixings Ltd A channel and a channel assembly incorporating said channel
WO2012171155A1 (fr) * 2011-06-13 2012-12-20 中国矿业大学(北京) Câble d'ancrage à résistance constante et à grande déformation et dispositif à résistance constante
US8800241B2 (en) 2012-03-21 2014-08-12 Mitek Holdings, Inc. Backup wall reinforcement with T-type anchor
EP2642036A1 (fr) * 2012-03-22 2013-09-25 Bayer MaterialScience AG Utilisation de polyuréthane renforcé en fibres pour la formation d'un rail pour un agencement de montage
DE102012216957A1 (de) * 2012-09-21 2014-05-15 Hilti Aktiengesellschaft Ankerschienenanordnung
US8881488B2 (en) 2012-12-26 2014-11-11 Mitek Holdings, Inc. High-strength ribbon loop anchors and anchoring systems utilizing the same
US9038351B2 (en) 2013-03-06 2015-05-26 Columbia Insurance Company Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks for cavity walls
US8863460B2 (en) 2013-03-08 2014-10-21 Columbia Insurance Company Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks
US8978326B2 (en) 2013-03-12 2015-03-17 Columbia Insurance Company High-strength partition top anchor and anchoring system utilizing the same
US9260857B2 (en) 2013-03-14 2016-02-16 Columbia Insurance Company Fail-safe anchoring systems for cavity walls
US9140001B1 (en) 2014-06-24 2015-09-22 Columbia Insurance Company Thermal wall anchor
US9334646B2 (en) 2014-08-01 2016-05-10 Columbia Insurance Company Thermally-isolated anchoring systems with split tail veneer tie for cavity walls
US10422133B2 (en) * 2015-01-30 2019-09-24 Innovative Design Solutions Llc Precast concrete composite wall
US9273461B1 (en) 2015-02-23 2016-03-01 Columbia Insurance Company Thermal veneer tie and anchoring system
US9803354B1 (en) * 2015-04-02 2017-10-31 Maestro International, Llc Anchor for concrete construction
EP3081708B1 (fr) * 2015-04-18 2020-09-02 HALFEN GmbH Rail d'ancrage dans le béton
EP3081706B1 (fr) * 2015-04-18 2020-03-25 HALFEN GmbH Rails d'ancrage dans le béton
CN105064539B (zh) * 2015-08-03 2017-04-19 台州建筑安装工程公司 新墙与旧墙连接件
US10407892B2 (en) 2015-09-17 2019-09-10 Columbia Insurance Company High-strength partition top anchor and anchoring system utilizing the same
USD846973S1 (en) 2015-09-17 2019-04-30 Columbia Insurance Company High-strength partition top anchor
US20170159285A1 (en) 2015-12-04 2017-06-08 Columbia Insurance Company Thermal wall anchor
EP3513010B1 (fr) * 2016-09-13 2024-07-10 Inventio Ag Systeme de fixation murale destine pour fixer un composant d'ascenseur
CN106284683B (zh) * 2016-09-14 2018-07-27 国网山东省电力公司德州供电公司 一种预埋在框架结构与填充墙之间的连体焊件
PL3401454T3 (pl) * 2017-05-08 2022-12-27 Leviat GmbH Szyna mocująca i element betonowy z szyną mocującą
EP3438362A1 (fr) 2017-08-01 2019-02-06 HILTI Aktiengesellschaft Élément de construction pourvu d'armature de bord sur un profilé
EP3438361A1 (fr) 2017-08-01 2019-02-06 HILTI Aktiengesellschaft Rail profilé pourvu d'élément raidisseur
CN109424126A (zh) * 2017-08-30 2019-03-05 北京汉能光伏投资有限公司 一种瓦固定装置及使用该瓦固定装置固定的瓦的拆卸方法
US10233630B1 (en) * 2017-11-27 2019-03-19 Maestro International, Llc Bracket assembly having a rotating locking plate
US11174631B2 (en) * 2018-11-26 2021-11-16 J&D Group, Inc. Adjustable concrete anchor track
US11466451B2 (en) * 2021-02-11 2022-10-11 Copper Harbor Investments, LLC Panel attachment structure
CN113482169B (zh) * 2021-07-19 2022-07-22 康泰塑胶科技集团有限公司 一种点降板同层排水用预埋件及其在卫生间局部下沉施工中的应用

Family Cites Families (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1093426A (en) * 1911-06-10 1914-04-14 Richard Irwin Fence-post.
US1260331A (en) * 1915-12-27 1918-03-26 William Arthur Collings Insert.
US1484053A (en) * 1916-07-03 1924-02-19 Bayley William Hanger insert
US1710422A (en) * 1924-03-22 1929-04-23 Kehm August Support
US1539219A (en) * 1925-03-30 1925-05-26 Taseff John Hanger for suspended ceilings
US2629467A (en) 1951-08-17 1953-02-24 Fry Reglet Corp Mounting for metallic window sashes
US2909054A (en) * 1956-01-13 1959-10-20 George T Phillips Anchor for securing accessories to concrete and the like
US3156450A (en) * 1962-02-12 1964-11-10 Jones Cecil D Adjustable anchor for railing supports
CH500388A (de) * 1967-04-05 1970-12-15 Aackersberg Mortensen Dübel zum Einbetonieren
US4028857A (en) * 1974-09-26 1977-06-14 Artur Fischer Method and arrangement for mounting an object at a distance from a support structure
DE2453957B2 (de) * 1974-11-14 1976-11-18 Fischer, Artur, Dr., 7244 Waldachtal Verankerung eines befestigungselementes
DE2602164A1 (de) 1976-01-21 1977-08-04 Kurt Hacker Ankervorrichtung zur halterung von bauteilen an betonkoerpern
US4700923A (en) 1983-05-19 1987-10-20 Lewis Jr Irvin H Universal, portable, concrete slab base for pump jacks
DE3531998A1 (de) 1985-09-07 1987-03-19 Halfeneisen Gmbh & Co Kg In beton oder dergleichen einbettbare ankerschiene
DE19519514A1 (de) * 1995-06-01 1996-12-05 Hilti Ag Einsatzelement für eine Aufnahmebohrung
DK0758039T3 (da) * 1995-07-26 2001-03-26 Halfen Gmbh & Co Kg Ankerskinne til byggeteknik
US6272806B1 (en) * 1999-03-24 2001-08-14 Face, Iii S. Allen Joint insert and method/system for using same
US6240697B1 (en) * 2000-03-15 2001-06-05 William J. Thompson Threaded anchor for poured concrete metal deck floors and wood frame floors
US6393795B1 (en) * 2000-08-16 2002-05-28 Illinois Tool Works Inc. Adhesive anchor and system
DE10125970A1 (de) 2001-05-29 2002-12-05 Fischer Artur Werke Gmbh Montageschiene
CN2713033Y (zh) * 2004-01-06 2005-07-27 王侃 一种钢筋混凝土构件预埋组件
CN201292649Y (zh) * 2008-09-19 2009-08-19 成都益诺桥梁技术咨询有限公司 无尘安装万能槽道
DE202009012533U1 (de) 2008-12-04 2010-02-11 Hilti Aktiengesellschaft Eingiessbare Ankerschiene
DE102008054807A1 (de) * 2008-12-17 2010-06-24 Hilti Aktiengesellschaft Ankerschiene
CN201443136U (zh) * 2009-07-22 2010-04-28 徐公科 一种预埋固定装置
US8365484B2 (en) * 2009-12-11 2013-02-05 The Foley Group, LLC Connector system for securing an end portion of a steel structural member to a vertical cast concrete member
DE102010029213A1 (de) * 2010-05-21 2011-11-24 Hilti Aktiengesellschaft Montageschiene

Also Published As

Publication number Publication date
DE102010028349A1 (de) 2011-11-03
AU2011247280A1 (en) 2012-11-22
ES2460715T3 (es) 2014-05-14
EP2563983A1 (fr) 2013-03-06
CN102859089A (zh) 2013-01-02
CN102859089B (zh) 2015-04-01
US20130145720A1 (en) 2013-06-13
WO2011134680A1 (fr) 2011-11-03
US8635832B2 (en) 2014-01-28

Similar Documents

Publication Publication Date Title
EP2563983B1 (fr) Rail de montage
EP2978911B1 (fr) Dispositif, système de construction et procédé de fixation d'un cadre à une façade, ainsi que procédé de fabrication du dispositif
EP2987595B1 (fr) Agencement destiné à la fabrication de préfabriqués en béton doté d'au moins un rail d'ancrage intégré dans le préfabriqué en béton et procédé de fabrication de tels préfabriqués en béton
DE3526940A1 (de) Anker zum einbetonieren in schwere lasten
EP2817465B1 (fr) Dispositif d'introduction de force dans des éléments de traction à partir de lamelles de bandes plates en matière synthétique renforcées en fibres
DE102011102825B4 (de) Verbindungsanordnung und Verfahren zur Herstellung einer Durchstanzsicherung
EP2388382A2 (fr) Rail de montage
EP2388381A2 (fr) Rail de montage
DE19716472C2 (de) Bauelement, daraus hergestellte Schwergewichtsmauer und Verfahren zur Herstellung der Schwergewichtsmauer
DE102006057134A1 (de) Seilschlaufenkasten
WO2014067924A1 (fr) Procédé d'assemblage d'éléments préfabriqués en béton
EP2937492B1 (fr) Console d'ancrage
AT511240B1 (de) Verfahren zum erstellen eines bauwerkes und mauerwerk-verankerungssystem
EP3161226B1 (fr) Cheville d'ancrage
EP0952252B1 (fr) Coffrage pour l'encastrement d'un rail
WO2014044804A1 (fr) Elément de fixation pour un dispositif de sécurité
EP2816168B1 (fr) Pierre de coffrage destinée à la liaison avec un revêtement en béton
DE102014003022B4 (de) Verbundschraube für ein Holz-Beton-Tragwerk
WO2011144394A2 (fr) Rail de montage
EP3546666A1 (fr) Module de raccordement bois-béton
EP4283064B1 (fr) Procédé d'incorporation et de fixation des rails d'ancrage dans un corps de bâtiment
EP3868954B1 (fr) Pavé en béton, ainsi que procédé de fabrication d'un pavé en béton
AT513575B1 (de) Vorrichtung zur Befestigung eines Rahmenelements einer Maschine
DE102011056967A1 (de) Plattenanschlusselement
DE102004048365A1 (de) Mast

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20121129

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

RIN1 Information on inventor provided before grant (corrected)

Inventor name: SANDER, BERNHARD

Inventor name: WINKLER, BERNHARD

Inventor name: BASCHE, HOLGER

Inventor name: NOVOKSHANOV, DENIS

Inventor name: HEUDORFER, MARKUS

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20131016

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 654993

Country of ref document: AT

Kind code of ref document: T

Effective date: 20140315

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502011002297

Country of ref document: DE

Effective date: 20140417

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2460715

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20140514

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20140305

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

Ref country code: LT

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

Effective date: 20140305

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: 20140605

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: CY

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

Effective date: 20140305

Ref country code: SE

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

Effective date: 20140305

Ref country code: FI

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

Effective date: 20140305

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

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: 20140305

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: 20140305

Ref country code: LV

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

Effective date: 20140305

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

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: 20140305

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: 20140705

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: 20140305

Ref country code: EE

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

Effective date: 20140305

Ref country code: NL

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

Effective date: 20140305

Ref country code: BG

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

Effective date: 20140605

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: 20140305

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: 20140305

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011002297

Country of ref document: DE

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

Ref country code: PT

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

Effective date: 20140707

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

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

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

Ref country code: DK

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

Effective date: 20140305

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

Ref country code: ES

Payment date: 20141211

Year of fee payment: 5

26N No opposition filed

Effective date: 20141208

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011002297

Country of ref document: DE

Effective date: 20141208

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

Ref country code: DE

Payment date: 20150106

Year of fee payment: 5

Ref country code: IT

Payment date: 20150113

Year of fee payment: 5

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

Ref country code: SI

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

Effective date: 20140305

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

Ref country code: FR

Payment date: 20150108

Year of fee payment: 5

Ref country code: GB

Payment date: 20150107

Year of fee payment: 5

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

Ref country code: BE

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

Effective date: 20150131

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: LU

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

Effective date: 20150112

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: 20140305

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

Ref country code: CH

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

Effective date: 20150131

Ref country code: LI

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

Effective date: 20150131

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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

Ref country code: IE

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

Effective date: 20150112

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

Ref country code: GR

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

Effective date: 20140606

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502011002297

Country of ref document: DE

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

Effective date: 20160112

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20160930

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

Ref country code: DE

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

Effective date: 20160802

Ref country code: GB

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

Effective date: 20160112

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

Ref country code: FR

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

Effective date: 20160201

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

Ref country code: IT

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

Effective date: 20160112

Ref country code: MT

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

Effective date: 20140305

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20170227

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 654993

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160112

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

Ref country code: AT

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

Effective date: 20160112

Ref country code: ES

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

Effective date: 20160113

Ref country code: HU

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

Effective date: 20110112

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: 20140305

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

Ref country code: TR

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

Effective date: 20140305

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

Ref country code: MK

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

Effective date: 20140305

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

Ref country code: AL

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

Effective date: 20140305