EP1706551B1 - Vorrichtung zur erdbebensicheren montage einer trennwand - Google Patents
Vorrichtung zur erdbebensicheren montage einer trennwand Download PDFInfo
- Publication number
- EP1706551B1 EP1706551B1 EP04805627A EP04805627A EP1706551B1 EP 1706551 B1 EP1706551 B1 EP 1706551B1 EP 04805627 A EP04805627 A EP 04805627A EP 04805627 A EP04805627 A EP 04805627A EP 1706551 B1 EP1706551 B1 EP 1706551B1
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- EP
- European Patent Office
- Prior art keywords
- slide
- partition
- rail
- section
- ceiling
- 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.)
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- 238000005192 partition Methods 0.000 title claims abstract description 90
- 239000000463 material Substances 0.000 claims abstract description 8
- 230000002441 reversible effect Effects 0.000 claims description 6
- 239000013013 elastic material Substances 0.000 claims description 2
- 239000013521 mastic Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims 3
- 239000003063 flame retardant Substances 0.000 claims 1
- 230000000284 resting effect Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 20
- 238000004873 anchoring Methods 0.000 description 19
- 239000011248 coating agent Substances 0.000 description 14
- 238000000576 coating method Methods 0.000 description 14
- 238000005253 cladding Methods 0.000 description 9
- 230000001133 acceleration Effects 0.000 description 6
- 229910001335 Galvanized steel Inorganic materials 0.000 description 4
- 239000008397 galvanized steel Substances 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 238000009413 insulation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000000295 complement effect Effects 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 241001080024 Telles Species 0.000 description 1
- 210000003423 ankle Anatomy 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/825—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building the connection between the floor and the ceiling being achieved without any restraining forces acting in the plane of the partition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
- E04B2/7411—Details for fire protection
Definitions
- the present invention relates to a device for the seismic mounting of a partition, including a plasterboard partition, and a partition made with such a device.
- a plasterboard partition for example known from the document DE 28 36 126 A , is generally mounted on a metal structure, hereinafter called "framework".
- framework a metal structure
- the metal structure mentioned then conventionally comprises an upper rail fixed to the ceiling, a lower rail disposed in the same vertical plane as the upper rail and fixed on the floor, and vertical uprights regularly spaced and fixed at each of their ends on the upper and lower rails.
- the plasterboards are then mounted, for example by screwing, on the vertical uprights and also the horizontal rails (upper and lower).
- the present invention therefore aims to provide a device for the seismic mounting of a partition allowing a partition, even loaded, to withstand the stresses experienced during an earthquake.
- This partition is advantageously easy to assemble.
- this device also keeps the fire and acoustic characteristics of a similar partition constructed "conventionally" and the additional cost of this device is limited compared to a conventional mounting.
- this partition proposes a device for the seismic mounting of a partition between a floor and a ceiling, this partition having a frame comprising on the one hand a lower rail and a substantially horizontal upper rail and on the other hand amounts substantially vertical lines connecting the upper and lower rails, and a coating fixed on this frame.
- this device comprises on the one hand a profiled slide intended to be secured to the upper rail and having a substantially U-shaped section and on the other hand a high rail intended to be fixed on the ceiling and partially housed in the slide between the branches of its U-section, the slide and the upper arm are mounted so that they can move relatively relative to each other in a vertical direction and means reversible snap-fasteners are provided between the slide and the upper arm.
- This device allows a decoupling of the upper rail of the ceiling.
- the upper rail receiving the coating is no longer secured to the ceiling but is integral with a part (called here slide) which can move vertically relative to an element holding and guiding (called upper smooth) itself attached to the ceiling.
- Such a device can thus take place at a ceiling, at the top of a partition, to allow it to absorb without damage, or at least by limiting, accelerations suffered during an earthquake. .
- the latching means provided on the slide and on the upper arm can be engaged so that the slide is held on the upper arm.
- the upper arm is for example in the form of a profiled rail having two lateral wings extending parallel to the branches of the U-section of the slide and inside these branches.
- the upper arm is substantially in the form of a profiled rail of the type used as an upper rail.
- each of the lateral wings of the upper arm and each of the branches of the U-shaped section of the slide comprises a boss projecting inwardly from the wings or branches, the bosses of the slide being intended to take rest position in the bosses of the upper arm.
- the slide can snap on the upper arm when the latter is fixed to the ceiling.
- the bosses made in the slide and in the upper arm can be continuous and thus form grooves along the entire length of the corresponding parts or be discrete and then form on the slide and the upper arm a discontinuous pattern.
- the bosses made on the upper arm preferably form a continuous groove.
- the slide advantageously comprises at each free end of the branches of its U-shaped section a flange extending towards the outside of the U, substantially perpendicularly to the branches of the U.
- the cladding plates during the implementation of the device, then abut against these flanges.
- the top of the partition to have an aesthetic finish and good quality.
- the device advantageously also includes an elastic seal intended to take place between a rim of the slide and the ceiling on which is fixed the upper arm. This seal hides the day appearing between the top of the cladding and the ceiling.
- the high rail is for example a profiled part comprising two lateral wings mounted sliding between the branches of the U-shaped section of the slide and a housing, arranged between the lateral wings, on the opposite side to the slide, and intended to receive a material with fireproof properties.
- This form of the upper arm is advantageous because it ensures a fire resistance despite the discontinuity of the coating appearing at the ceiling.
- the presence of a material in said housing also allows for sound insulation between the two walls of the partition improving the sound insulation performance of the partition.
- the device according to the invention advantageously also comprises at least one anchoring reinforcement disposed in the upper arm to give this partition a better resistance to normal forces (compared to the plan of the partition).
- Said anchoring reinforcement may consist for example of a profiled U-shaped piece disposed transversely relative to the slide and the upper arm.
- the assembly described above for the connection of a partition to a ceiling can also be applied to a connection between a substantially vertical side wall and the partition.
- this partition having a frame comprising on the one hand a lower rail and a substantially horizontal upper rail and on the other hand amounts substantially vertical connecting the upper and lower rails, and a coating attached to this frame.
- this device comprises on the one hand a profiled slide intended to be secured to a vertical lateral rail and having a substantially U-shaped section and on the other hand a vertical rail intended to be fixed on the corresponding vertical wall and housed partially in the slider between the branches of its U-shaped section, the slider and the vertical slat being mounted so that they can move relatively relative to each other in a horizontal direction, and means for reversible clipping being provided between the slide and the vertical rail.
- the present invention also relates to a partition having a frame comprising on the one hand a lower rail and a substantially horizontal upper rail and on the other hand substantially vertical uprights connecting the upper and lower rails, and a coating fixed on this frame, characterized in that the frame further comprises a device as described above.
- This partition is preferably such that the coating is fixed in its upper part so as not to exceed the slide, leaving a free space between the coating and the ceiling, this space may optionally be filled by a seal of elastic material.
- this space may optionally be filled by a seal of elastic material.
- a flexible sealant seal is made between the floor and the coating fixed on the frame.
- At least one anchoring reinforcement is for example arranged transversely in the lower rail.
- a seismic mounting device for such a partition, there is a seismic mounting device according to the invention on at least two edges of the partition, the upper edge and a side edge.
- a seismic mounting device is formed on both side edges of the partition. The latter is then equipped on three edges of such a device.
- FIG. 1 shows in cross section a partition according to the invention.
- This partition is a vertical partition disposed between a floor 2 and a ceiling 4 which form two horizontal flat surfaces.
- This partition comprises on the one hand a framework and on the other hand plaster coating plates 6. The latter are fixed, for example by means of screws not shown, on this framework in the usual way, known to those skilled in the art.
- These coating plates 6 may have any thickness. In the case, however, where the partition is intended to be loaded, that is to say that furniture or other are attached to the partition, these plates will preferably have a relatively large thickness, for example of the order of 25. mm.
- the frame of the partition usually comprises a lower rail 8 and an upper rail 10.
- the lower rail 8 is a profiled U-section rail and is fixed on the ground 2.
- the base of the U of the profiled rail is oriented towards the ground 2 while the U-branches of this rail are 'extend towards the upper rail 10 and the ceiling 4.
- the anchoring of the lower rail 2 is preferably carried out using metal expansion plugs 12 of a diameter of, for example, 8 mm. Screws 14 of corresponding diameter are then used to cooperate with the pegs 12 and fix the lower rail 8 in the ground 2. It is also possible to provide a relatively small pitch between the pegs 12, for example from 50 to 60 cm.
- the screw 14 holding the lower rail 8 also carries out the fixing of an anchoring reinforcement 16.
- the latter is better represented in FIGS. 4 and 5. It is for example made of galvanized steel of a thickness 2 mm and is in the form of a U-shaped profile. This profile is oriented transversely relative to the lower rail 8. It takes place between the branches of the lower rail 8 and prevents them from bending inwards 8.
- the length of the anchoring reinforcement 16, visible in FIGS. 1 and 4 corresponds substantially to the width of the lower rail 8 between the branches of the latter.
- the upper rail 10 is identical to the lower rail 8. It is arranged parallel to the lower rail 8 and both are in the same vertical plane corresponding to the plane of the partition. In a conventional partition construction, the upper rail 10 is fixed on the ceiling 4. In the partition according to the invention shown in the drawing, this upper rail 10 is integral with a slide 18 shown alone in FIG. 3 and described above. after.
- the slide 18 is in the form of a profiled U-shaped piece, for example made of galvanized steel, comprising a base 20, lateral branches 22 and flanges 24.
- the base 20 is of complementary shape to that of the profile of the upper rail 10.
- the latter is preferably a commercial rail. This is for example a rail with an outer width of 48 mm.
- Such a rail comprises for example a stiffening groove.
- the base 20 thus has on the embodiment shown in the drawing a complementary groove so as to match the shape of the upper rail 10. This groove of course also allows the stiffening of the slide 18.
- the lateral branches 22 extend substantially perpendicular to the base 20. They are in a vertical plane when the slide 18 is in place in the partition and are in the extension of the branches of the U of the upper rail 10. There are thus two profiles U-shaped arranged back to back: the upper rail 10 with its branches extending downwards (or to the ground 2) and the slide 18 with its lateral branches 22 extending upwards (or to the ceiling 4).
- the flanges 24 extend perpendicular to the lateral branches 22 and are thus in a substantially horizontal plane, parallel to the ceiling 4, when the slide 18 is in place in the partition shown in the drawing. These flanges 24 are attached to the end of the lateral branches 22 opposite the base 20.
- each side branch 22 On each side branch 22 is a boss 26 protruding inwardly from these branches.
- This boss 26 extends over the entire length of the profile constituting the slide 18.
- the two bosses 26 are at the same altitude relative to the base 20, that is to say that they face each other. They are arranged in the upper third of the slide 18, the base 20 forming the lower part of this slide taking into account the orientation of the slide 18 in the partition.
- On the outer face of the side branches 22 On the outer face of the side branches 22 is found at the height of the bosses 26 a longitudinal groove 28 corresponding.
- bosses 26 form on one side side branches 22 a rib and on the opposite faces a groove 28 extending over the entire length of the slide 18, it is also possible to provide punctual bosses 26 .
- the bosses can then be in various forms: dots, dashes, etc.
- the space defined between the lateral branches 22 of the slide 18 is intended to partially receive a high rail 30.
- the latter is shown alone in Figure 2. It is in the form of a profile intended to be fixed to the ceiling 4.
- the high rail 30 is also in the form of a profile called U here even if the shape in Figure 2 the shape of the section resemble of that of an I. Indeed, it is considered here that this upper smooth 30 presents a base 32 in which is made a rabbet 34 in order to accommodate a material with fireproof qualities. This material is in the form of an element commonly called protection tab 35 and is shown in Figure 1.
- the upper arm is 30 for example made of galvanized steel.
- This base 32 is disposed against the ceiling 4 and is used for the fixing of the upper rail 30 on the ceiling 4.
- This attachment is carried out using 12 metal expansion pins identical to the pegs 12 used for fixing the lower rail 8 and screw 14 'of diameter adapted to the ankle and of length adapted in particular to the thickness of the base 32 of the upper arm 30.
- the high rail 30 has lateral wings 36 which extend over the entire height of the base 32 and form the branches of the U of the profile constituting the high rail 30. These side wings 36, when the upper rail 30 is fixed to the ceiling 4 , extend in a vertical plane towards the ground 2.
- the width of the upper rail 30 outside the lateral wings 36 is slightly smaller than the internal width of the slide 18, between the lateral branches 22.
- each of the lateral wings 36 is a boss 38 in the same manner as on the lateral branches 22.
- bosses 38 correspond longitudinal grooves 40 on the outer faces of the lateral wings 36.
- the bosses 38 and the corresponding grooves 40 are arranged at the same altitude relative to the base 32 and face each other. They are for example arranged at mid-height between the base 32 and the free ends of the lateral wings 36. In the mounted position of rest, the longitudinal grooves 40 of the lateral wings 36 receive the bosses 26 of the slide 18, as shown in FIG. 1.
- bosses 26 may be punctual and / or form a rib (and corresponding groove) discontinuous
- grooves 40 corresponding to the bosses 38 are preferably continuous.
- the slide 18 can move longitudinally with respect to the upper rail 30.
- bosses 26 it is conceivable to have bosses 38 discrete, that is to say non-continuous.
- an anchoring reinforcement 16 is used for fixing the high rail 30 to the ceiling 4.
- This anchoring reinforcement 16 takes place between the lateral wings 36 of the upper rail 30.
- the anchoring reinforcement 16 has at each of its ends, on each of its wings, a notch 42. These notches 42 are made such that when the anchoring reinforcement 16 is placed between the lateral wings 36 of the upper arm 30, the base of the reinforcement anchoring 16 being leaned against the base 32 of the upper rail 30, the notches 42 receive the bosses 38 made on the inner face of the lateral wings 36.
- the lower rail 8 is fixed on the ground 2.
- pegs 12 have been placed in the ground 2 with a regular spacing, for example every 50 or 60 cm.
- a screw 14 maintains the lower rail 8 by engaging in a pin 12 corresponding.
- An anchor reinforcement 16 may be provided at each screw 14 or both screws.
- a bore 44 is provided in the base of each anchoring reinforcement 16 for the passage of the screw 14 (or 14 ').
- the high rail 30 is fixed to the ceiling 4 in a substantially similar manner.
- Pegs 12 are regularly anchored in the ceiling 4 with for example the same spacing as the pegs 12 of the lower rail 8 and the upper rail 30 is fixed with screws 14 '.
- the protection tab 35 is placed in the rabbet 34 to the extent that the partition must meet standards of fire resistance.
- the screws 14 'then pass through the protection tab 35.
- the upper rail 10 is fixed on the slide 18.
- This assembly is for example made by screwing.
- the assembly thus formed by the slide 18 and the upper rail 10 snaps onto the upper rail 30.
- the bosses 26 of the slide 18 come into place in the outer longitudinal grooves 40 of the lateral wings 36 of the upper rail and allow maintaining the assembly of the slide 18 and the upper rail 10 on the high rail 30 without screw type accessory or other.
- Vertical uprights (Not shown) can then take place in a conventional manner between the lower rail 8 and the upper rail 10.
- the framework of the partition is then in place.
- the coating plates 6, for example gypsum boards, can now be set up in a conventional manner, for example by screwing onto the framework. However, these plates are floating relative to the lower rail 8, that is to say that no fixing of these plates on the lower rail is provided.
- These cladding plates 6 are mounted so that they do not come into contact with the floor 2 and the ceiling 4. At ground level, as shown in the drawing (FIG. 1), a space of a few millimeters is left free between these plates and the ground 2. A mastic seal 46 fills this space left free.
- the covering plates 6 abut against the flanges 24 of the slide 18 and thus remain at a distance from the ceiling 4. For example, a gap of the order of 15 mm is provided between the covering plates 6 and the ceiling.
- the flanges 24 of the slide 18 make it possible to materialize an upper limit that the covering plates must not exceed. In the absence of these flanges 24, provision could be made for mounting instructions indicating that the covering plates should not project beyond the slide 18.
- an elastic seal 48 for example "neoprene” may be provided to fill the space left free between the flanges 24 (or the upper edge of the cladding plates 6) and the ceiling.
- This elastic seal 48 may be painted or covered so as to be concealed. There is nothing, then, to detect aesthetically that the partition is a seismic partition.
- the accelerations (forces) perpendicular to the partition are absorbed thanks in particular to the good anchoring by means of the pegs 12 of the framework on the supporting elements that are the ground 2 and the ceiling 4 as well as the presence of the anchoring reinforcements 16. It is necessary to provide the anchors 12 and the anchoring reinforcements 16 according to the load of the wall. In the case of a thin wall (thin coating plates and no furniture or the like attached to the walls), a conventional fixation of the frame can be sufficient and the presence of anchoring reinforcements is optional.
- the vertical accelerations in the plane of the partition are cashed thanks to the device described above, coming to add to a conventional framework of a partition. These vertical accelerations can cause significant deformation of floors, especially in the case of long-span floors or prestressed floors.
- the partition described above accepts deformations of the floors because the cladding plates do not extend from the floor to the ceiling and the frame can absorb the deformations of the floors. When vertical stresses appear, the slide can move vertically relative to the upper arm.
- the device thus described allows a separation of the facing plates with respect to the structure of the building in which the partition is made.
- the high rail ensures on the one hand, with respect to a movement with a component normal to the partition, maintaining the slide and all the frame of the partition with respect to the ceiling on which it is fixed and secondly , relative to a displacement in a vertical direction, the guide of the slide relative to the ceiling.
- the partition described here thus makes it possible to withstand without major damage stresses occurring during an earthquake. It also has the same acoustic and fire-resistant characteristics as a similar partition, ie using cladding plates, vertical uprights and identical lower and upper rails. This is possible thanks in particular to the introduction of the protective tongue in the rabbet of the upper arm which provides insulation between the two faces of the partition and avoids the presence of a bridge between these two faces despite the absence of the continuity of the cladding plates between the floor and the ceiling.
- the device described above for connecting a partition to a ceiling can also be used, as shown, to ensure the connection between this partition and a vertical wall.
- the reference 4 corresponds to the vertical wall considered.
- the reference 10 corresponds to a vertical lateral rail.
- the high rail 30 of FIG. 1 can then represent a rail described here as a vertical rail of identical shape to that of the top rail 30.
- the indicated materials are given as examples. Instead of using a galvanized steel to make the framework of a partition, other materials, for example synthetic or composite materials, can be used. Similarly, the coating used is not necessarily in plaster.
- the exemplary embodiment makes it possible to limit the cost price of the described seismic partition. It includes the entire structure of a conventional framework of a partition. We can also consider the use of specific profiled parts for the realization of the frame. It is also conceivable to provide a single piece performing both the function of upper rail and slide.
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- Structural Engineering (AREA)
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Door And Window Frames Mounted To Openings (AREA)
- Installation Of Indoor Wiring (AREA)
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- Load-Bearing And Curtain Walls (AREA)
- Support Devices For Sliding Doors (AREA)
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Claims (14)
- Vorrichtung zur erdbebensicheren Montage einer Trennwand zwischen einem Boden (2) und einer Decke (4), wobei diese Trennwand eine Tragkonstruktion aufweist, die umfasst: einerseits eine untere Schiene (8) und eine obere Schiene (10), die im Wesentlichen horizontal sind, und andererseits im Wesentlichen vertikale Pfosten, die die obere und untere Schiene miteinander verbinden, sowie eine Verkleidung (6), die an dieser Tragkonstruktion befestigt ist,
umfassend einerseits eine Gleitschiene (18) mit Profil, die dazu bestimmt ist, mit der oberen Schiene (10) fest verbunden zu werden und die einen im Wesentlichen U-förmigen Querschnitt aufweist, und andererseits ein oberes Gleitstück (30), das dazu bestimmt ist, an der Decke (4) befestigt zu werden und das teilweise in der Gleitschiene (18) zwischen den Ästen ihres U-förmigen Querschnitts untergebracht ist, wobei die Gleitschiene (18) und das obere Gleitstück (30) derart montiert sind, dass sie sich relativ zueinander in einer vertikalen Richtung bewegen können, dadurch gekennzeichnet, dass Mittel zum reversiblen Einrasten (26, 28) zwischen der Gleitschiene (18) und dem oberen Gleitstück (30) vorgesehen sind. - Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass das obere Gleitstück (30) in der Form einer Schiene mit Profil vorliegt, die zwei Seitenflügel (36) umfasst, die sich parallel zu den Ästen (22) des U-förmigen Querschnitts der Gleitschiene (18) und im Inneren dieser Äste erstrecken.
- Vorrichtung nach Anspruch 2, dadurch gekennzeichnet, dass jeder der Seitenflügel (36) des oberen Gleitstücks (30) und jeder der Äste (22) des U-förmigen Querschnitts der Gleitschiene (18) eine Erhebung (26, 38) umfasst, die von den Flügeln (36) bzw. den Ästen (22) nach innen vorspringen, wobei die Erhebungen (26) der Gleitschiene (18) dazu bestimmt sind, in der Ruheposition in den Vorsprüngen (38) des oberen Gleitstücks (30) angeordnet zu werden.
- Vorrichtung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Gleitschiene (18) an jedem freien Ende der Äste (22) ihres U-förmigen Querschnitts einen Rand (24) umfasst, der sich vom U nach außen erstreckt, und zwar im Wesentlichen senkrecht zu den Ästen (22) des U.
- Vorrichtung nach Anspruch 4, dadurch gekennzeichnet, dass sie darüber hinaus eine elastische Dichtung (48) umfasst, die dazu bestimmt ist, zwischen einem Rand (24) der Gleitschiene (18) und der Decke (4), an der das obere Gleitstück (30) befestigt ist, angeordnet zu werden.
- Vorrichtung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass das obere Gleitstück (30) ein Profilteil ist, das umfasst: zwei Seitenflügel (36), die gleitend zwischen den Ästen (22) des U-förmigen Querschnitts der Gleitschiene (18) montiert sind, sowie eine Aufnahme (34), die zwischen den Seitenflügeln (36) an der der Gleitschiene (18) entgegengesetzten Seite angeordnet ist und dazu bestimmt ist, ein Material (35) aufzunehmen, das Brandschutzeigenschaften aufweist.
- Vorrichtung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass sie darüber hinaus mindestens eine Verankerungsverstärkung (16) umfasst, die in dem oberen Gleitstück (30) angeordnet ist.
- Vorrichtung nach Anspruch 7, dadurch gekennzeichnet, dass die Verankerungsverstärkung (16) aus einem Teil mit U-förmigem Profil gebildet ist, das in Bezug auf die Gleitschiene (18) und das obere Gleitstück (30) quer angeordnet ist.
- Trennwand mit einer Tragkonstruktion, umfassend einerseits eine untere Schiene (8) und eine obere Schiene (10), die im Wesentlichen horizontal sind, und andererseits im Wesentlichen vertikale Pfosten, die die obere und untere Schiene miteinander verbinden, sowie eine Verkleidung (6), die an dieser Tragkonstruktion befestigt ist,
dadurch gekennzeichnet, dass die Tragkonstruktion darüber hinaus eine Vorrichtung nach einem der Ansprüche 1 bis 8 umfasst. - Trennwand nach Anspruch 9, dadurch gekennzeichnet, dass die Verkleidung (6) an ihrem oberen Teil so befestigt ist, dass sie die Gleitschiene (18) nicht überragt, wobei auf diese Weise ein Freiraum zwischen der Verkleidung (6) und der Decke (4) gelassen wird, wobei dieser Raum eventuell durch eine Dichtung (48) aus elastischem Material gefüllt werden kann.
- Trennwand nach einem der Ansprüche 9 oder 10, dadurch gekennzeichnet, dass die Verkleidungsplatten (6) in Bezug auf die untere Schiene (8) schwebend angeordnet sind.
- Trennwand nach einem der Ansprüche 9 bis 11, dadurch gekennzeichnet, dass eine flexible Kittdichtung (46) zwischen dem Boden (2) und der an dem Traggerüst befestigten Verkleidung (6) vorgesehen ist.
- Trennwand nach einem der Ansprüche 9 bis 12, dadurch gekennzeichnet, dass mindestens eine Verankerungsverstärkung (16) quer in der unteren Schiene (8) angeordnet ist.
- Trennwand nach einem der Ansprüche 9 bis 13, dadurch gekennzeichnet, dass sie darüber hinaus umfasst:- zwei im Wesentlichen vertikale Seitenränder, die jeweils mit einer im Wesentlichen vertikalen Seitenschiene verbunden sind,- eine Vorrichtung zur Montage der Trennwand an einer im Wesentlichen vertikalen Wand, wobei die Montagevorrichtung umfasst: einerseits eine Gleitschiene (18) mit Profil, die dazu bestimmt ist, mit der Seitenschiene fest verbunden zu werden, und die einen im Wesentlichen U-förmigen Querschnitt aufweist, und andererseits ein vertikales Gleitstück, das dazu bestimmt ist, an der entsprechenden, im Wesentlichen vertikalen Wand befestigt zu werden, und das teilweise in der Gleitschiene (18) zwischen den Ästen ihres U-förmigen Querschnitts untergebracht ist,und dass die Gleitschiene (18) und das vertikale Gleitstück derart montiert sind, dass sie sich relativ zueinander in einer horizontalen Richtung bewegen können, und dass Mittel zum reversiblen Einrasten (26, 28) zwischen der Gleitschiene (18) und dem vertikalen Gleitstück vorgesehen sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0314286A FR2863284B1 (fr) | 2003-12-05 | 2003-12-05 | Dispositif pour le montage parasismique d'une cloison |
PCT/FR2004/003108 WO2005056946A1 (fr) | 2003-12-05 | 2004-12-03 | Dispositif pour le montage parasismique d’une cloison |
Publications (2)
Publication Number | Publication Date |
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EP1706551A1 EP1706551A1 (de) | 2006-10-04 |
EP1706551B1 true EP1706551B1 (de) | 2007-08-15 |
Family
ID=34586329
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Application Number | Title | Priority Date | Filing Date |
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EP04805627A Active EP1706551B1 (de) | 2003-12-05 | 2004-12-03 | Vorrichtung zur erdbebensicheren montage einer trennwand |
Country Status (20)
Country | Link |
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US (1) | US7966778B2 (de) |
EP (1) | EP1706551B1 (de) |
JP (1) | JP4490438B2 (de) |
KR (1) | KR100863378B1 (de) |
CN (1) | CN1890440B (de) |
AT (1) | ATE370291T1 (de) |
CA (1) | CA2547928C (de) |
DE (1) | DE602004008342D1 (de) |
EG (1) | EG24491A (de) |
ES (1) | ES2291969T3 (de) |
FR (1) | FR2863284B1 (de) |
HR (1) | HRP20070501T3 (de) |
MA (1) | MA28221A1 (de) |
MD (1) | MD3891C2 (de) |
RS (1) | RS50533B (de) |
SI (1) | SI1706551T1 (de) |
TN (1) | TNSN06169A1 (de) |
TW (1) | TW200528614A (de) |
UA (1) | UA81718C2 (de) |
WO (1) | WO2005056946A1 (de) |
Families Citing this family (38)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT503531B1 (de) * | 2006-05-12 | 2013-11-15 | Bene Ag | Nivellierungsvorrichtung |
US8327591B2 (en) * | 2010-03-24 | 2012-12-11 | Wilkinson Jr Edgar L | Overhead panel and installation system |
US10184246B2 (en) * | 2010-04-08 | 2019-01-22 | California Expanded Metal Products Company | Fire-rated wall construction product |
US8950132B2 (en) * | 2010-06-08 | 2015-02-10 | Innovative Building Technologies, Llc | Premanufactured structures for constructing buildings |
US9493940B2 (en) | 2010-06-08 | 2016-11-15 | Innovative Building Technologies, Llc | Slab construction system and method for constructing multi-story buildings using pre-manufactured structures |
MD486Z (ro) * | 2011-03-17 | 2012-10-31 | Сергей ДЕНИСОВ | Perete stratificat |
NO2726681T3 (de) | 2011-07-01 | 2018-07-21 | ||
WO2013059952A1 (es) * | 2011-10-27 | 2013-05-02 | Pontificia Universidad Católica De Chile | Disipador de tabique |
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EP2886748A1 (de) * | 2013-12-20 | 2015-06-24 | Siniat International SAS | Schutzstruktur für Trennwände |
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US10364572B2 (en) | 2014-08-30 | 2019-07-30 | Innovative Building Technologies, Llc | Prefabricated wall panel for utility installation |
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CN107208412A (zh) * | 2015-01-20 | 2017-09-26 | 阿迪塔兹公司 | 用于结构性框架建筑物的模块化内部分隔件 |
EP3371393B1 (de) * | 2015-11-02 | 2023-07-19 | Saint-Gobain Placo | Erdbebensichere wandkonstruktion |
AU2017229473B2 (en) | 2016-03-07 | 2019-08-08 | Innovative Building Technologies, Llc | A pre-assembled wall panel for utility installation |
EP3426982A4 (de) | 2016-03-07 | 2019-10-16 | Innovative Building Technologies LLC | Boden- und deckenpaneel für plattenfreies bodensystem eines gebäudes |
US10676923B2 (en) | 2016-03-07 | 2020-06-09 | Innovative Building Technologies, Llc | Waterproofing assemblies and prefabricated wall panels including the same |
CN105604219B (zh) * | 2016-03-07 | 2018-01-12 | 中国建筑第二工程局有限公司 | 一种隔墙与屋面连接处的防火封堵施工方法及装置 |
KR102195715B1 (ko) | 2016-03-07 | 2020-12-29 | 이노베이티브 빌딩 테크놀러지스 엘엘씨 | 외장 도관 맞물림 특징을 가지는 조립식 디마이징 벽 |
US20170260741A1 (en) * | 2016-03-11 | 2017-09-14 | Rectorseal, Llc | Systems and methods for assisting in reducing the spread of fire, smoke or heat in a building |
EP3601692A4 (de) * | 2017-03-31 | 2020-12-30 | Pring, Glen Haydn | Befestigungselemente und wandanordnungen |
US10323428B2 (en) | 2017-05-12 | 2019-06-18 | Innovative Building Technologies, Llc | Sequence for constructing a building from prefabricated components |
US11098475B2 (en) | 2017-05-12 | 2021-08-24 | Innovative Building Technologies, Llc | Building system with a diaphragm provided by pre-fabricated floor panels |
US10724228B2 (en) | 2017-05-12 | 2020-07-28 | Innovative Building Technologies, Llc | Building assemblies and methods for constructing a building using pre-assembled floor-ceiling panels and walls |
US10487493B2 (en) | 2017-05-12 | 2019-11-26 | Innovative Building Technologies, Llc | Building design and construction using prefabricated components |
WO2019091540A1 (en) | 2017-11-13 | 2019-05-16 | Knauf Gips Kg | Profile and construction element set for arranging a component for a drywall construction, and drywall formed therewith |
US10753084B2 (en) | 2018-03-15 | 2020-08-25 | California Expanded Metal Products Company | Fire-rated joint component and wall assembly |
US11162259B2 (en) * | 2018-04-30 | 2021-11-02 | California Expanded Metal Products Company | Mechanically fastened firestop flute plug |
US11111666B2 (en) | 2018-08-16 | 2021-09-07 | California Expanded Metal Products Company | Fire or sound blocking components and wall assemblies with fire or sound blocking components |
US11674304B2 (en) | 2018-09-10 | 2023-06-13 | T & R Interior Systems Limited | Bracket |
JP7210270B2 (ja) * | 2018-12-26 | 2023-01-23 | 大和ハウス工業株式会社 | 施工治具及びそれを用いた施工方法 |
US10914065B2 (en) | 2019-01-24 | 2021-02-09 | California Expanded Metal Products Company | Wall joint or sound block component and wall assemblies |
US11268274B2 (en) | 2019-03-04 | 2022-03-08 | California Expanded Metal Products Company | Two-piece deflection drift angle |
US11920343B2 (en) | 2019-12-02 | 2024-03-05 | Cemco, Llc | Fire-rated wall joint component and related assemblies |
Family Cites Families (47)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3049195A (en) * | 1959-01-09 | 1962-08-14 | Nat Res Dev | Demountable partitions |
FR1249034A (fr) * | 1959-02-24 | 1960-12-23 | Cloison démontable pour le bâtiment et agrafe pour sa fixation | |
US3235915A (en) * | 1961-06-06 | 1966-02-22 | Hauserman Co E F | Sliding panel partition |
US3292328A (en) * | 1962-06-08 | 1966-12-20 | Stanley T Lewis | Self-supporting panel partition with magnetic latch means therefor |
US3381438A (en) * | 1963-12-12 | 1968-05-07 | Hauserman Co E F | Reusable wall system |
FR94444E (fr) * | 1966-08-23 | 1969-08-14 | Etude Soc Pour | Perfectionnements a la construction de cloisons dans le batiment. |
FR94449E (fr) * | 1968-02-15 | 1969-08-14 | Panneaux Landais Sopaland Soc | Perfectionnements aux procédés et dispositifs de montage des panneaux. |
US3492766A (en) * | 1968-05-09 | 1970-02-03 | Mccloskey Grant Corp | Adjustable stud |
US3609933A (en) * | 1968-11-22 | 1971-10-05 | Chicago Metallic Corp | Spaced panel wall construction |
US3566559A (en) * | 1968-12-23 | 1971-03-02 | Advanced Equipment Corp | Demountable wall structure |
US3665837A (en) * | 1970-05-13 | 1972-05-30 | Chicago Metallic Corp | Lineal air diffuser bar |
US3805471A (en) * | 1970-11-19 | 1974-04-23 | Perfect Module Sys Inc | Building panel construction system |
US4277920A (en) | 1976-09-28 | 1981-07-14 | Panelfold Doors, Inc. | Portable and operable wall systems |
US4103463A (en) * | 1976-09-28 | 1978-08-01 | Panelfold Doors, Inc. | Portable wall system |
DE2836126A1 (de) * | 1978-08-18 | 1980-02-28 | Vki Rheinhold & Mahla Ag | Anschlussbausatz fuer trennwaende und zweischalige demontierbare trennwand mit anschlusselement. |
AT395453B (de) * | 1987-07-30 | 1993-01-25 | Scherrer Peter E | Wandelementanordnung |
IT1222449B (it) * | 1987-08-06 | 1990-09-05 | Coopsette Srl | Parete divisoria interna componibile con proprieta' schermanti al fuoco e simili |
EP0321183B1 (de) * | 1987-12-16 | 1992-03-11 | Alexandros Karytinos | Gebäuderahmenkonstruktion |
CN1016882B (zh) * | 1988-04-25 | 1992-06-03 | 吴全忠 | 一种隔绝地震动能之建筑物免震结构 |
US4905428A (en) * | 1988-11-16 | 1990-03-06 | Sykes Christopher C | Partition structures and frame elements therefor |
US5524402A (en) * | 1988-11-16 | 1996-06-11 | Sykes; Christopher C. | Partition structures and frame elements therefor |
US5127203A (en) * | 1990-02-09 | 1992-07-07 | Paquette Robert F | Seismic/fire resistant wall structure and method |
WO1992016711A1 (en) * | 1991-03-25 | 1992-10-01 | Railtech Ltd. | Vertically collapsible wall partitions |
JPH0534213U (ja) | 1991-10-11 | 1993-05-07 | 清水建設株式会社 | 間仕切壁の取付構造 |
US5315804A (en) * | 1992-09-18 | 1994-05-31 | Hexa-Port International Ltd. | Metal framing member |
CN2231284Y (zh) * | 1995-09-01 | 1996-07-17 | 台中精机厂股份有限公司 | 建筑物震动抑制装置 |
JPH09256521A (ja) | 1996-03-22 | 1997-09-30 | Matsushita Electric Works Ltd | パーティション |
US6223485B1 (en) * | 1996-06-07 | 2001-05-01 | Herman Miller, Inc. | Wall panel system |
US5735100A (en) * | 1996-10-07 | 1998-04-07 | 527233 B.C. Ltd. | Folding telescopic prefabricated framing units for non-load-bearing walls |
US5913788A (en) * | 1997-08-01 | 1999-06-22 | Herren; Thomas R. | Fire blocking and seismic resistant wall structure |
CN2307058Y (zh) * | 1997-09-09 | 1999-02-10 | 陈明智 | 层间位移避震结构 |
US6076322A (en) * | 1998-01-20 | 2000-06-20 | D'andrea; Anthony F. | Wall stud assembly for use in forming prefabricated partitions or walls |
US5950385A (en) * | 1998-03-11 | 1999-09-14 | Herren; Thomas R. | Interior shaft wall construction |
US6058668A (en) * | 1998-04-14 | 2000-05-09 | Herren; Thomas R. | Seismic and fire-resistant head-of-wall structure |
US6122871A (en) * | 1998-11-19 | 2000-09-26 | Steelcase Development Inc. | Wall-to-ceiling structure including framework and cover panel |
US6360510B1 (en) * | 1998-12-22 | 2002-03-26 | Porta-Fab Corporation | Hat-channel stud for modular building system |
JP2000320050A (ja) | 1999-03-05 | 2000-11-21 | Shimizu Corp | 間仕切壁構造 |
US6374558B1 (en) * | 1999-04-16 | 2002-04-23 | Matt Surowiecki | Wall beam and stud |
US6553731B2 (en) * | 2000-04-12 | 2003-04-29 | Yi-Cheng Hsueh | Combination partition screen and hanging structure for use in a combination partition screen |
US20020157335A1 (en) * | 2000-05-25 | 2002-10-31 | Vos Richard L. | Full wall height floor-to-ceiling adapter and a frame-based workspace definition system incorporating the same |
CA2329591A1 (en) * | 2000-12-22 | 2002-06-22 | Eberhard Von Hoyningen Huene | Demountable partition system |
US20020139079A1 (en) * | 2001-03-29 | 2002-10-03 | Brady Todd A. | Clip framing system |
DE10124733A1 (de) * | 2001-05-21 | 2002-11-28 | Geze Glas Design Gmbh | Vorrichtung zur Höhenanpassung einer Trennwand |
US6609344B2 (en) * | 2001-11-21 | 2003-08-26 | Eluterio Saldana | Connectors, tracks and system for smooth-faced metal framing |
US7913459B2 (en) * | 2003-05-30 | 2011-03-29 | Herman Miller, Inc. | Work space management system |
BRMU8400497U (pt) * | 2004-03-25 | 2005-10-25 | Roberto Luis Gasparetto | Disposição construtiva introduzida em esquadria para box |
CA2561512C (en) * | 2004-04-02 | 2009-08-11 | Won-Door Corporation | Method and apparatus for directionally controlling a movable partition |
-
2003
- 2003-12-05 FR FR0314286A patent/FR2863284B1/fr not_active Expired - Fee Related
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2004
- 2004-03-12 UA UAA200607372A patent/UA81718C2/uk unknown
- 2004-12-03 AT AT04805627T patent/ATE370291T1/de active
- 2004-12-03 DE DE602004008342T patent/DE602004008342D1/de active Active
- 2004-12-03 CN CN2004800361466A patent/CN1890440B/zh not_active Expired - Fee Related
- 2004-12-03 EP EP04805627A patent/EP1706551B1/de active Active
- 2004-12-03 ES ES04805627T patent/ES2291969T3/es active Active
- 2004-12-03 CA CA002547928A patent/CA2547928C/fr active Active
- 2004-12-03 RS RSP-2007/0416A patent/RS50533B/sr unknown
- 2004-12-03 SI SI200430511T patent/SI1706551T1/sl unknown
- 2004-12-03 TW TW093137469A patent/TW200528614A/zh not_active IP Right Cessation
- 2004-12-03 US US10/581,341 patent/US7966778B2/en active Active
- 2004-12-03 WO PCT/FR2004/003108 patent/WO2005056946A1/fr active Application Filing
- 2004-12-03 JP JP2006541982A patent/JP4490438B2/ja active Active
- 2004-12-03 MD MDA20060181A patent/MD3891C2/ro not_active IP Right Cessation
- 2004-12-03 KR KR1020067013392A patent/KR100863378B1/ko active IP Right Grant
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2006
- 2006-06-02 TN TNP2006000169A patent/TNSN06169A1/fr unknown
- 2006-06-04 EG EGNA2006000514 patent/EG24491A/xx active
- 2006-06-05 MA MA29079A patent/MA28221A1/fr unknown
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Also Published As
Publication number | Publication date |
---|---|
TW200528614A (en) | 2005-09-01 |
TNSN06169A1 (fr) | 2007-11-15 |
KR100863378B1 (ko) | 2008-10-13 |
EP1706551A1 (de) | 2006-10-04 |
ES2291969T3 (es) | 2008-03-01 |
UA81718C2 (uk) | 2008-01-25 |
MA28221A1 (fr) | 2006-10-02 |
TWI349062B (de) | 2011-09-21 |
JP4490438B2 (ja) | 2010-06-23 |
CA2547928A1 (fr) | 2005-06-23 |
US20070107325A1 (en) | 2007-05-17 |
US7966778B2 (en) | 2011-06-28 |
WO2005056946A1 (fr) | 2005-06-23 |
CN1890440A (zh) | 2007-01-03 |
CA2547928C (fr) | 2009-10-27 |
CN1890440B (zh) | 2010-05-12 |
MD3891C2 (ro) | 2009-11-30 |
FR2863284B1 (fr) | 2007-11-23 |
JP2007513274A (ja) | 2007-05-24 |
MD3891B2 (en) | 2009-04-30 |
ATE370291T1 (de) | 2007-09-15 |
KR20060135686A (ko) | 2006-12-29 |
RS50533B (sr) | 2010-05-07 |
SI1706551T1 (sl) | 2008-02-29 |
DE602004008342D1 (de) | 2007-09-27 |
FR2863284A1 (fr) | 2005-06-10 |
MD20060181A (en) | 2006-12-31 |
HRP20070501T3 (en) | 2007-12-31 |
EG24491A (en) | 2009-08-16 |
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