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EP2563983B1 - Montageschiene - Google Patents

Montageschiene 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)
French (fr)
Other versions
EP2563983A1 (de
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/de
Application granted granted Critical
Publication of EP2563983B1 publication Critical patent/EP2563983B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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.

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  • 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)
EP11700734.4A 2010-04-29 2011-01-12 Montageschiene Not-in-force EP2563983B1 (de)

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 (de) 2010-04-29 2011-01-12 Montageschiene

Publications (2)

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

Family

ID=44262777

Family Applications (1)

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

Country Status (7)

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

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US10422133B2 (en) * 2015-01-30 2019-09-24 Innovative Design Solutions Llc Precast concrete composite wall
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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
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Also Published As

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

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