EP2251487B1 - Profile for movement joints with resistant surface, fire, noise and humidity protection - Google Patents

Description

The invention relates to a joint profile arrangement with tread surface, abrasion resistance and high load capacity for bridging a joint, such as expansion joints, between structures which at both edges of the joint of buildings fixed parallel to each other extendable anchoring profiles and at least one over the joint übergreifbares bridge strip profile comprises the anchoring profiles have at least one of the surfaces of the anchoring profile and / or at least one of the surfaces of the bridge strip profile as treads have a tread by the bridge rail profile.

In the prior art, expansion joints or expansion joints between building parts are known, which are spanned or bridged by means of conventional profiles. Large floor areas, as they are especially in shopping centers, for example in wholesale markets and other similar large spaces, must be divided in terms of floor coverings, such as concrete blocks, marble, screed, tiles, etc., according to the local conditions by movement joints in certain field sizes. Similarly, expansion joints between building parts of bridges, pedestrian paths, sidewalks, etc. can be found, which can be spanned by means of conventional profiles.

In the movement joints are e.g. Joint components incorporated, which take into account both the movements of the floor covering of the building parts from compressive, tensile and shear stress, as well as to enable the transmission of forces, e.g. generated by the wheels of shopping carts, by user, lift or forklift, etc. It can be seen that the conventional joint profile arrangements can indeed bridge the joints, but do not allow sufficient slip resistance.

Although the conventional joint components or expansion joint profiles, such as expansion joint profile arrangements, can bridge the gap between two structural parts, they have the disadvantage that after anchoring the expansion joint profile arrangements at the edges of the joints, the conventional expansion joint profile arrangements are characterized by a smooth surface. which makes entering the surface dangerous. Already entering the smooth surfaces of conventional expansion joint profile arrangements leads to further uncertainty of the user, since the movement of rolling the user's foot or shoe uncertain and visibly increases the risk of loss of balance, the user's off or away sliding increases and the sure-footedness is greatly reduced. The smooth surface of conventional expansion joint profile arrangements leads to a significantly increased risk of slipping or slipping at the expense of the user, so that the conventional expansion joint profile arrangements are not suitable for installation, for example, for bridging gaps, for example in the floor area. The conventional expansion joint profile arrangements lead to an increased risk of accidents, which is to be avoided especially in times of growing awareness of the user, as a result of the incidents of non-exclusive claims for damages asserted.

Likewise, it turns out that the conventional expansion joint profile arrangements have such a tread surface, which wears heavily due to abrasion and also promotes the risk of slipping at the expense of the user.

In the DE 86 32 768 U1 discloses a conventional expansion joint profiles as rectangular hollow profiles for concrete floors, which protects the one side of the expansion gap bounding edges of two spaced floor covering sections from fraying and from damage caused by juxtaposition. The conventional floor covering is applied to a screed, which in turn is arranged on a concrete floor. The expansion gap extends with decreasing expansion joint width from the floor covering to the concrete floor. The two identically formed conventional expansion joint profiles, which each comprise a first and a second side edge, are spaced from each other. The first side edges of both conventional expansion joint profiles are perpendicular to the edges of the screed sections laterally delimiting the expansion joint. The first and second side edges of the conventional expansion joint profiles are connected to each other and to the screed sections via fastening tabs and fastening screws. By coupling the two conventional expansion joint profiles by means of the attachment tabs with the screed sections and with the screed sections store safe arranged flooring sections, the two conventional expansion joint profiles are fixedly connected to these, so that only a movement of the two expansion joint profiles is made possible each other. However, the succession-to-migration of the two opposing conventional expansion joint profiles leads to a shortening of the same distance from each other, so that the conventional expansion joint profiles compensate only for the shortened width of the expansion joint, but not for example horizontal off-the-way movements of the expansion joint limiting Building parts or bends of one building part of the other can compensate.

The US Pat. No. 5,875,598 describes a conventional joint profile which can bridge expansion joints of building parts in buildings to prevent ingress of water, Smoke, gas, moisture over the expansion joints to prevent. The conventional joint profile consists of a device with a joint plate and a distance from the joint plate centering unit whose distance from the joint plate is adjustable by means of screw thread. Although the conventional joint profile allows the bridging of the expansion joint between the two structural parts in the case of horizontal movements due to the displaceability of the joint plate of the device relative to the surface of the building parts, however, different vertical movements of the building parts to each other by means of the device and its joint plate of the conventional joint profile can not be bridged , Even in the case of the simultaneous occurrence of the horizontal movement with vertical movements and beyond the same occurrence of interacting with these adjusting bends of the building parts, the tensile and stress forces occurring by the horizontal and vertical movements and bends within the conventional joint profile lead to cracking in the same ,

In the DE 197 25 116 A1 a muffler is described with a lock-up device for bridging a gap between two structural parts. The conventional muffler has a protective element bridging the salt and a bearing means with an insulating plate, so that only a sound propagation through the gap prevents, but not by the movements of the building parts changing gap width is sealed.

Therefore, the joint profile to be provided shall ensure a sufficient tightness between the building parts, regardless of pressure, tension and shear stresses occurring, as well as the application of forces that are able to act perpendicular to the joint profile arrangement.

Also, a joint profile arrangement is to be provided, which has a tread surface as a surface, which comprises a sufficient tread resistance, so that the relative Moving body touching, on one side of the joints profile arrangement and on the other side of the shoe or outsole of the user can be inhibited.

Likewise, a joint profile arrangement is to be provided, the tread surface has a sufficient surface roughness.

The tread resistance of the joint profile arrangement to be provided should not only help to prevent the wearer's shoes from sliding away when the footboards enter the footsteps, but also permanently in the event of high tread loading of the surfaces of the joint profile arrangement to be provided in structures, e.g. have a high abrasion resistance with very high public traffic.

It also shows that the conventional expansion joint profile arrangements are characterized by a lack of moisture protection, so that they require corrosion and high operating costs for maintenance and repair.

In addition, the joint profile arrangement to be provided should not lead to static charging of the user in order to avoid irritation of the user in the case of contact with grounded objects.

Likewise, the joint profile arrangement to be provided, in addition to the required abrasion resistance and excellent resistance to tread, should also make it possible to have a replaceable tread.

In addition, the joint profile arrangement to be provided should have a visually appealing surface which corresponds to the taste of the time.

It is precisely in times of increased warranty claims required to provide the joints bridging joint profile arrangements that allow a high degree of safety on treads for the user of the same, without the user depending on the local conditions and weather conditions can not slip. Furthermore, the joint profile arrangement to be provided should be resistant to abrasion during frequent entry of the same, in order to avoid constant control of the sure-footedness of the tread surface of the joint profile arrangement.

Also, the joint profile arrangement to be provided should tolerate setting movements of the structures without restricting slip resistance.

In addition, the joint profile arrangement to be provided in the case of wet cleaning of the surfaces of the same should allow a high-slip on treads for the user of the same.

Furthermore, the joint profile arrangement to be provided should be visually appealing and offer the possibility, depending on the configuration of the joints limiting edges of the structures to be adapted to this, to convey a uniform overall aesthetic impression.

Also, the joint profile arrangement to be provided shall consist of interchangeable components in order to reduce the maintenance costs.

The joint profile arrangement to be provided is intended to protect the joint interior of the joint, which is bounded laterally by the edges of the joint of the structures or parts of a structure thereof, against the ingress of moisture and water from the outside. It turns out that in the conventional joint profile arrangements moisture or water in the form of capillary water is able to penetrate extremely fine cracks and gaps in the joint space. Due to the accumulation of moisture in the joint space there is a risk of corrosion and in adverse weather conditions the occurrence of frost damage in the joint interior. The Frost damage caused by frost damage to the joints laterally limiting building materials are to be avoided to prevent cracking, for example, in the concrete.

Likewise, the joint profile arrangement to be provided should avoid the transmission of sound into the joint interior, which in the event of resonance or reflection within the joint interior in the joints limiting building parts can be forwarded and this is able to stimulate vibrations.

Also, the joint profile arrangement to be provided should help prevent the ingress of fires and the action of fire into the joint interior to avoid the uncontrolled spread of fire or smoke in the difficult to control and inaccessible joint interior.

In addition, the joint profile arrangement to be provided is intended to prevent the penetration of combustible liquids into the interior of the joint in order to prevent the occurrence of whipped or fired fire.

The joint profile arrangement to be provided is intended to protect the joint interior of the joint, which is bounded laterally by the edges of the joint of the structures or parts of a structure thereof, against the ingress of moisture and water from the outside. It turns out that in the conventional joint profile arrangements moisture or water in the form of capillary water is able to penetrate extremely fine cracks and gaps in the joint space. Due to the accumulation of moisture in the joint space there is a risk of corrosion and in adverse weather conditions the occurrence of frost damage in the joint interior. The frost damage caused by frost damage to the joints laterally limiting building materials are to be avoided to cracking, for example. to prevent in the concrete.

Likewise, the joint profile arrangement to be provided should avoid the transmission of sound into the joint space, which can be forwarded in the event of resonance or reflection within the joint interior in the joints limiting building parts and this is able to stimulate vibrations.

Also, the joint profile arrangement to be provided should help prevent the ingress of fires and the action of fire into the joint interior to avoid the uncontrolled spread of fire or smoke in the difficult to control and inaccessible joint interior.

In addition, the joint profile arrangement to be provided is intended to prevent the penetration of combustible liquids into the joint interior, in order to prevent the occurrence of dripping weather.

The problem is solved by the main claim. The subclaims relate to preferred embodiments and further developments of the invention.

The invention relates to a joint profile arrangement with tread, abrasion resistance and high load capacity for bridging a joint, such as expansion joint, between buildings,
which at both edges of the joint of buildings defines fixable parallel to each other extendable anchoring profiles and at least one over the joint übergreifbares bridge strip profile,
wherein the anchoring profiles are movably connected to each other by the Brückenleisten profile, and
at least one of the surfaces of the anchoring profile and / or at least one of the surfaces of the bridge strip profile have a tread as tread surfaces,
which is characterized in that
the bridge strip profile at least one bridge bar, which is configured in bifurcated cross-section to form two legs, and another bridge bar, wherein the other bridge bar is designed tongue-like and engages in the limited by the two legs of a bridge bar of the bridge bar profile interior of a bridge bar,
the bridge rails are movably connected to the anchoring profiles,
the other bridge rail is movably guided in the interior,
at least one bead-like longitudinal edge and on one side of the other bridge strip of the bridge strip profile averted from the bridge strip profile at least one bead-like longitudinal edge are formed on one side of the bridge strip profile facing away from the other bridge strip,
the sides of the anchoring profile facing the bridge strip profile are drawn in to form longitudinal channels,
in the longitudinal channels the bead-like longitudinal edges pivotally engage
between at least one representative of a longitudinal collar as moisture protection, a fire protection insert and a cushion insert for sound insulation is arranged between two oppositely arranged anchoring profiles,
on the anchoring profiles facing opposite sides of the longitudinal collar bead-like longitudinal edges are formed, which engage pivotally in longitudinal channels of the anchoring profiles.

At least one representative of a longitudinal collar, a fire protection insert and a cushion insert comprehensive group is arranged between the two oppositely disposed anchoring profiles of the joint profile assembly according to the invention, which may preferably be spaced from the bridge strip profile and / or cushion or pillow-like, spherical or hemispherical in cross-section or may be formed shell-like.

The joint profile arrangement according to the invention is also based on that
this at least two anchoring profiles for anchoring to the edges bounding the joint or sides of buildings and at least one bridge rail profile connectable to the two anchoring profiles,
the anchoring profiles are spaced apart from each other,
at least one of the surfaces of the anchoring profiles and / or of the bridge strip profile is specially formed, such as matted, anodized, shiny and / or etched,
and
a device for sound insulation, fire protection, and moisture protection which is arranged below or at the bottom of the bridge strip profile and which may comprise a longitudinal collar, a fire protection insert and / or cushion insert, which may be arranged one above the other.

The bridge strip profile cooperates with the anchoring profile such that the bridge strip profile is movably supported or guided in the anchoring profile, the bridge strip profile may comprise a bridge strip and the other bridge strip, which are mutually movable, for example, parallel to the axis movable, held perpendicular to the center longitudinal axis A of the anchoring profiles is aligned.

The invention also relates to a joint profile arrangement with excellent tread-resistant tread, attractive appearance, durable abrasion resistance and high load capacity for bridging a joint, such as expansion joints, between buildings, which at both edges of the joint of buildings fixable parallel to each other extendable anchoring profiles and at least one Groove overlapping bridge strip profile includes the anchoring profiles are movably connected by the Brückenleisten profile, which is characterized in that at least one of the surfaces of the anchoring profile and / or at least one of the surfaces of the bridge strip profile as treads have a tread and arranged between the opposite, the joints laterally limitable anchoring profiles at least one representative of a longitudinal cuff as a moisture protection, a fire protection insert and a cushion insert for sound insulation comprehensive Gr uppe is arranged in the lower area.

The invention is also based on the use of the joint profile arrangement for bridging stretch lines for protection against sound, moisture, fire in expansion joints of buildings or parts thereof.

The longitudinal cuff may be coupled to the anchoring profiles to provide a tight connection such that the ingress of moisture or water or other liquids, such as organic combustible solutions, from outside via the bridge rail profile into the joint interior is avoided. In a preferred embodiment of the joint profile arrangement according to the invention, the longitudinal collar can be made of a conventional metallic and / or plastic-like, e.g. rubber elastic, material be made. This material is water and moisture impermeable.

In addition, the material may be inert or chemically resistant to organic solvents such as gasoline without material dissolution or material softening phenomena. The longitudinal cuff can be connected to the anchoring profiles or the joint against adjacent sides of the anchoring profiles in a conventional manner, as glued. Thus, for example, the embodiment of the longitudinal sleeve is suitable with an elastic plastic-like material which abuts against the two opposite sides of the anchoring profiles. The longitudinal cuff with the material may be elastic or resilient due to its inherent elasticity, by means of springs, e.g. with the help of the spring force generated by screw or leaf springs, against the sides of the anchoring profiles liquid and moisture-tight and permanently and stationary or secure position.

Likewise, the design of the longitudinal sleeve with bead-like longitudinal edges, which are guided in the longitudinal channels, which are formed by withdrawal of the joint interior facing and laterally delimiting sides of the anchoring profiles, are positively. As a result, the upper region is sealingly hermetically sealed in relation to the lower region of the joint profile arrangement according to the invention, which can face the joint interior.

Since the longitudinal cuff is connected to the two opposite anchoring profiles of the joint profile arrangement according to the invention liquid and moisture-tight, it turns out that liquid, water and / or moisture can penetrate neither from the outside in, nor from the inside out.

Furthermore, a fire protection insert can be arranged between the two anchoring profiles. In one embodiment of the joint profile arrangement according to the invention, the fire protection insert is made with a cushion-like, metal and / or plastic-like material. With the help of the cushion-like material, the fire protection insert due to the inherent elasticity resiliently against the anchoring profiles and stationary, or can be called secure, kept without a change in position of the fire protection in the joint interior is to be feared. The fire protection insert can z. B. be accommodated in the limited by the cross-sectionally semicircular longitudinal sleeve in the direction of the lower area limited space.

The fireproof liner can be made with conventional fire resistant fire retardant materials. Refractory materials may be those having refractory oxides, refractory silicates, glass fibers, mineral wool or the like. Likewise, as refractory materials, those may be used which may be heat-insulating and fire-resistant or heat-insulating and fire-resistant. Also suitable are fire protection inserts that can be produced with a flame retardant. In the context of the invention, flame retardants are also understood as meaning those inorganic and / or organic substances which can make plastics flame-retardant or flame-retardant. It is also possible to use such materials, with intumescent agents, which can be distinguished by properties of carbonization-promoting and barrier-forming abilities. Thus, it is possible to use those materials which, on warming, inflate foamy, are able to char, possibly solidify and / or can form a fine-pored, well-insulating pad. For this purpose, mixtures of urea, dicyandiamide, melamine, organic phosphates and the like are conventionally suitable.

Similarly, fire protection inserts with a plastic-like elastic cushion, such as soft or moss rubber-like, can be used which have intumescent paints on the outside, which contain, for example, special plastic resins which in can inflate the heat, or may contain the combinations with non-expanding binders and foam-forming fillers.

Also, as fire protection inserts, materials such as plastics, e.g. Polymers with higher halogen content, which are self-extinguishing. To achieve flame-retardant behavior, flammable polymers can be conventionally added to flammable polymers during production, and these additives may be compatible with the other properties of the plastics, such as polymerization, curing. For example, it is also possible to incorporate flame-retardant compounds as monomers in the fire protection inserts produced with macromolecules as so-called reactive flame retardants. The halogen compounds used for use in the plastics of the fire protection inserts can break off the halogen compounds or halogen compounds released at elevated temperature by intercepting the radicals supporting the combustion, the chain reaction as so-called radical scavengers.

It is also possible that the fire protection insert with an oxygen-barrier, thin coating are provided to prevent penetration of fire into the joint interior. Likewise, the fireproof deposits may contain compounds containing aluminum hydroxides and / or have a layer with these, in order also to avoid the overturning of fire from the outside into the joint interior. For example, the fire protection liner, which contains flame retardants, can help to prevent flammability or flammability and afterglow when fires occur, or at least greatly reduce them.

In a further embodiment, the joint profile arrangement according to the invention has a cushion insert, which is connected to the two sides of the anchoring profiles delimiting the joints. The cushion insert can be connected to the anchoring profiles or the joint against adjacent sides of the anchoring profiles in a conventional manner, as glued be. Thus, for example, the design of the cushion insert is suitable with an elastic plastic-like material which rests against the two opposite sides of the anchoring profiles. The cushion insert with the material can be elastic or springy due to their inherent elasticity, by means of springs, for example with the help of Screw or leaf springs generated spring force against the sides of the anchoring profiles liquid and moisture-tight and permanently and stationary or secure position. The inherent elasticity can be further increased by the configuration of the cushion insert, for example in the form of a cushion of eg plastic-like moss or soft rubber. Likewise, the cushion insert, such as the longitudinal sleeve and / or the fire protection insert, on its two sides, which face the anchoring profiles, have bead-like longitudinal edges, which can be guided in the longitudinal channels of the sides of the anchoring profiles. The cushion insert can be located between the bridge strip profile and the fire protection insert. The cushion insert can also be accommodated with the fire protection insert in the area bounded by the cross-sectionally semicircular longitudinal cuff in the direction of the lower area.

The cushion insert may be made of a conventional soundproofing material. For example, sound-absorbing materials such as glass wool, mineral fibers, e.g. Stone, rock, basalt, slag, kieselguhr, perlite, vermiculite and mixtures thereof, conventional porous materials such as felt. Likewise suitable as sound-absorbing materials for the cushion insert conventional anti-drumming or Entdröhnungsmittel, such as coatings, paints and the like.

By using the cushion insert for sound insulation shows that sound from the outside in the joint interior can not be largely transferred and adjacent to the joint interior or related components of a building can not swing or excited to vibrate. Also shows the advantage that the sound transmission of building services noise from the inside out can be significantly reduced.

Especially the arrangement of longitudinal cuff, fire protection insert and the cushion insert of the three-layer type, the longitudinal cuff, fire protection insert and the cushion insert are superimposed surface by surface, characterized by the particularly durable protection against fire, sound, and moisture, especially for joints or expansion joint bridging of buildings in adverse weather conditions, fluctuating thermal conditions and mechanically acting forces on the inventive joint profile arrangement.

The longitudinal cuff, the fire protection insert and the cushion insert can also be arranged one above the other in a different order in the three-layer type; Also, more than three representatives of the longitudinal cuff, the fire protection insert and the cushion insert may be located below or below the bridge rail profile. The longitudinal cuff, the fire protection insert and / or the cushion insert can be produced with plastic-like elastic, recoverable or deformable materials. The longitudinal cuff, the fire protection insert and / or the cushion insert may be due to their intrinsic elasticity and / or elasticity of the materials from which they may be made, depending on the nature of the force applied to the anchoring profiles as tension, pressure - Be, bending and / or torsion spring connected to these anchoring profiles. In addition, the longitudinal cuff, the fire protection insert and / or the cushion insert with mixtures or proportions with plastic-like elastic, recoverable or deformable materials and metal materials can be produced. Also, the longitudinal cuff, the fire protection insert and / or the cushion insert as a cushion with plastic-like elastic, recoverable or deformable materials with deposits, resilient connections, etc. with metal materials can be produced.

Also, the embodiments of the longitudinal sleeve, the fire protection insert and / or the pillow insert, which are not made of plastic-like materials, but are made with other materials, as far as they may be elastic or deformable, for example. Also suitable are materials with elastic or deformable metals or those metal-like materials which are known to the person skilled in the art for the production of the longitudinal sleeve and / or fire protection insert and / or cushion insert. These can also be like a pillow in cross-section spherical, hemispherical, shell-like design.

The longitudinal cuff, fire protection insert and the cushion insert can also be integrally formed with each other. For the purposes of the invention, the term "integral" also means that they can be produced as a whole, for example extruded. For the purposes of the invention, soft rubber is also understood as having a higher hardness A or D than sponge rubber can. Under sponge rubber foams can be used with closed microcells with, for example, materials with open and / or closed cells distributed over their entire mass and a bulk density which is lower than that of the skeleton substance. As builders organic polymers, eg. As foamed plastics, but also inorganic materials are partly used. Foams can be, for example, flexible foams, elastic foams and soft elastic foams depending on their resistance to deformation under pressure. Elastic foams can be, for example, those which have no permanent deformation of more than 2% of their initial volume under pressure deformation according to DIN 53580 up to 50% of their thickness. Polyurethane foams, polystyrene foams, polyvinyl chloride foams, etc. can also be used as builders for the foams. Likewise, elastomeric foams, thermoelastic foams or thermoplastic foams of the closed-cell, mixed-cell, large-cell and / or fine-cell type can be used. Also suitable for this ball foams, honeycomb, double-layered, such as real, foams and single-layer, such as spurious, foams. Lightweight foams have less than 100 kg / m ³ . The Shore hardness can be defined as the resistance that the sample opposes to the penetration of a test specimen of certain shape. Its compressive force is applied by compressing a calibrated spring in the tester. The hardness determined in this way is read on a dial gauge of the tester and specified in Shore units between 0 and 100. The test specimen for Shore A has the shape of a decoupling stump, for Shore D has the shape of a cone with a rounded tip. By pressing the bearing surface of the Shore test equipment against the sample to the rich resting with the help of a jig, the penetration depth is measured. The hardness units indicated by the compression of the spring in the meter are usually read after 3 seconds of contact pressure. It is advantageous to use plastics that are preferably free of asbestos, cadmium and silicone residues.

It turns out that the arrangement of the cushion insert, the longitudinal sleeve and fire protection insert between the anchoring profiles
a permanent seal against sound,
a foreclosure against the occurrence of fires and whipped fires,
no penetration of liquids, as well as organic easily combustible liquids,
be made possible both from the upper region in the lower region, ie from outside to inside, and vice versa, so that the joint profile arrangement according to the invention against fire, sound, moisture is able to protect the joint interior sufficiently and permanently.

For the purposes of the invention, the term "joints" is also understood to mean those gaps which occur during the assembly of structures or their structural parts. Under joints can be understood, standing joints, movement joints, construction joints, dummy joints, expansion joints. It is understood by movement joints, for example, the pre-planned in certain sections structural part interruptions. The width of a movement joint may change, for example, when heated by sunlight or in cold weather. Likewise, the building parts to each other vertically offset by usually occurring settling movements into the ground of buildings or their structural parts or this in the underground other structural parts. Likewise, the width as well as the vertical distance of the structural parts adjacent to the joint can change due to vibrations. In addition, the adjacent building parts spaced by means of a joint can move longitudinally.

For the purposes of the invention, structures are understood, buildings, bridges, walk-in structures, such as pedestrian walkways, sidewalks, etc., and / or their structural parts.

Bridging of joints of structures in the context of the invention is also understood, the overvoltage or overlapping of the joints between adjacent building parts, such as floor surfaces, between adjacent wall surfaces and / or between floor surfaces and a wall surface or between floors, between walls or between the ground and wall or between other parts of the structure, so that the adjacent building parts can be connected to each other, for example to close or limit the joints.

For the purposes of the invention, slip resistance is also understood to mean a step resistance of the user on a tread which is such that when entering, climbing, standing or walking on it, or when unrolling the user, the sole or footwear of the user firm footing on the tread and no departure or departure is guaranteed.

For the purposes of the invention, indentations are also understood as grooves which, in the surface-facing areas of the anchoring profiles and of the bridge strip profile, are designed as grooves for receiving, e.g. the strips are formed. Under the design of the surfaces is also understood in the context of the invention, forming, milling, gluing, coating, filming, extruding, compression molding, agglomeration, etc. These upper areas of the surfaces can be through the grooves or different depth and through which between these grooves be formed rib-shaped bulges different or coincident width.

For the purposes of the invention, anchoring is also understood to mean the force, shape and / or frictional connection of the connection, for example jamming, gluing, screwing, riveting, etc. For the purposes of the invention, it is also conventionally possible to mean parts which are relatively movable together Parts to each other or to each other displaced, as can be transversely displaceable and / or longitudinally displaceable and / or pivotable.

The joint profile arrangement according to the invention may extend continuously, strand-like or interrupted continuously within or on or on the joint of a building. Under the definition of structures is also understood in the context of the invention that the joint profile arrangement according to the invention and its anchoring profile is connected to, in, and / or under the joint facing the edge of the building.

The joint profile arrangement according to the invention can bridge or close the joints, so that, for example, in the area of the surfaces of the building parts, the joints are connected to each other, without the connection of the joints can be affected by the Querverschieblichkeit the building parts.

In one embodiment of the joint profile arrangement according to the invention, the profile covering indentations which extend parallel to each other, in which preferably strips arranged, for example anchored, are. The tread can also be a layer in whose upper area facing side indentations and bulges are formed. The tread may be made with a material comprising at least one member of the group comprising rubber, plastics, stone, metals, mineral, rubbery, glass, carbon fiber reinforced materials. The tread may be integrally formed with the anchoring profiles and / or the bridge ledge profile by molding, extruding or pressing the surface facing the top region or in two pieces, eg by molding, attaching or gluing it, such that the sides of the anchoring profiles facing the top region and / or the bridge strip profile to indentations and bulges are formed. The indentations preferably run parallel to the center longitudinal axis A of the joint profile arrangement according to the invention and / or the center longitudinal axis A of the anchoring profiles and of the bridge strip profile. For the purposes of the invention, the upper region is also understood to mean the portion facing the user by the user.

In the sense of the invention, profiled covering is also understood, for example, both the indentations arranged in recesses as well as the surfaces of the anchoring profile and the bridge bar profile milled or recessed indentations or grooves, and possibly with corrugations. In the context of the invention, profiled covering is also understood to mean that the surfaces, also called upper sides, of the anchoring profile and / or of the bridge strip profile and / or surfaces of the structures interact with the profiled lining by special shaping. The design of the surface of the anchoring profile or the bridge bar profile is adapted for the purpose of interaction with the tread, for example, the design of the surface with grooves to accommodate the strips, or with punched holes for receiving studs. Likewise, under profile covering in the context of the invention can be understood that the surfaces of the anchoring profile and / or the bridge strip profile, which may be made of metal and / or plastic, are processed in a known manner so that they with the tread as insoluble or detachable, eg stable, can be connected. Although in the embodiment as a releasable connection, the tread can be replaced or removed, but is understood under stability also that the tread as a result of the compound a sufficient positional security at permanent and high load by entering the same allows, without a detachment of the tread from the surfaces due to overuse is to be feared. The tread may have studs, notches and / or corrugations, wherein the corrugations groove-like recesses and / or rippenformig extending elevations in series may have interrupted interrupted or continuous running. The tread may be carbon fiber and / or glass fiber reinforced and / or include inclusions, the inclusions being made with a material comprising at least one member of the group comprising rubber, plastics, stone and metals.

The tread may also be selected from at least one representative of rubber, plastics, stone and metals and the like. In a particular embodiment of the joint profile arrangement according to the invention, the grooves which receive the strips are trapezoidal. Likewise, in one embodiment, the profiled covering can be configured with strips acted upon by a spring force, which ensure that a defined portion of the upper part of the strip can always protrude away from the surface even when worn. The strips are mounted in the grooves such that at least a portion of the strips are inserted into the joints.

Under tread can also be understood, for example, the coating, the Anfolbung, the gluing, the milling, extruding, pressing molding the profile in the form of a covering. The tread may comprise one or more strips which may extend longitudinally of the longitudinal center axis of the joint and / or partially transversely or at an acute angle thereto. The strips can for example be inserted in grooves as indentations of the surface of the anchoring profile and / or the bridge strip profile or glued to the surface, welded and the like. The tread, such as the strips, may for example consist of at least one material selected from the group consisting of rubber, plastics, stone and metals. As strips, those can be used which have low wear and a high static friction coefficient. The tread can be characterized by regular or irregular recurring Shape deviations whose distances from each other can be a relatively small multiple of their depth are distinguished. The mechanical properties of the plastics can usually be adjusted as required by means of property modification by plasticization, reinforcement, stretching, etc. The strips can also be made with an elastic material to yield resiliently when entering the surface of the anchoring profile or the bridge rail profile as a tread without a risk of slipping when entering the surface is to be feared as tread. Due to the special design of the tread of the joint profile assembly according to the invention, a firm hold on entering the same is made possible by a sufficient stiction without slipping the user on the same.

For the purposes of the invention is also understood by tread, for example, the surface of the anchoring profile and / or the bridge bar profile and / or parts thereof, which are facing the upper portion of the inventive joint profile arrangement and can be accessed by the user. The strips can be additionally configured with a surface facing the upper region, which is corrugated or spherically shaped outward, in order to avoid the particular lateral slippage of the user when entering or walking on the surface as a stepping surface. Also, the upper portion facing a profile head forming sides of the strips may be tapered in cross-section, preferably at an angle of less than 90 °, more preferably below 45 ° include.

It is also possible that the upper area facing the profile head forming sides of the strips form a half or quarter circular arc. Likewise, a plurality of rows of point-shaped elevations to be oriented in the upper area can be integrally formed on the profile head. The surface facing the upper portion of the strips or the upper part of the strips can not only be corrugated and / or convex outwards, but combed with comb attachments and / or wired, which surface can have a support or layer with single or multi-stage twists , The threads may be reinforced with wire and / or yarn, for example, with at least one member of metallic, mineral, plastic, glass, glass, wire, glass or carbon fiber reinforced, Materials comprehensive group be formed twisted to make the last surface particularly resilient, tensile and durable. This design of the joint profile arrangement according to the invention, the tread an additional sufficient permanent surface roughness can be imparted to prevent the user from sliding out in adverse weather conditions. Also, the static charging of the user is prevented by the design of the joint profile arrangement according to the invention.

The upper region facing part of the strips may protrude from the surface spaced as a tread. Likewise, the strips on tongue and groove connections can interact with the anchoring profile and the anchor strip profile reliable.

It also appears that in a particular embodiment of the joint profile arrangement according to the invention, the tops of the strips can be pulled out in cross-section with tapered, longitudinally extending in elevations elevations. With this configuration, the stability of the user is particularly increased, since even in the case of slightly inclined alignment of the surfaces of the joint profile arrangement according to the invention, which may occur at different subsidence of the joints adjacent structures, slipping of the user in the longitudinal direction to the longitudinal axis of the center Joint can be avoided.

The upper area facing sides of the anchoring profiles and / or the bridge bar profile can be formed to indentations and bulges to prevent the user from slipping on entering the same. The indentations and the bulges may extend parallel to the strand-like anchoring profiles and / or the bridge strip profiles. Between the indentations, the bulges, preferably with corrugations with elevations and depressions, are arranged, wherein the strips can protrude several times the elevations, in order to increase the sureness of the user when they appear on the tread. Thus, the ratio of the distance between the side facing the upper portion of the bar and the upper area facing side of the bulge without corrugation or facing away from the upper area Groove base or recess base and the distance of the upper area facing side of the ridges of the elevations to the upper area facing side of the bulge without corrugation or groove bottom or indentation base 1.5 to 4 times, preferably 2.0 to 2.5 times, or 1, 2 times, 1.3 times, 1.5 times or 2.0 times.

The joint profile arrangement according to the invention not only has strips, between which corrugations of the tread surface can also be arranged. The corrugations of the joint profile arrangement according to the invention can be integrally formed in a particular embodiment with anchoring profiles and / or bridge bar profiles. Preferably, the surfaces of the anchoring profiles and / or the surfaces of the bridge strip profiles grooves or indentations for receiving the strips have on which grooves are preferably formed in cross-section with inclined in the groove interior of the grooves clamping lips, which clamping lips long the center longitudinal axis of the bridge strip profiles and the Anchoring profiles can be interrupted or extended continuously. The clamping lips may limit the groove opening possibly opposite the groove base, likewise one or more rows of clamping lips molded on top of each other can protrude into the groove interior, which strips, which can be characterized by a very high abrasion resistance and thus low abrasion, permanently in the groove interior also high mechanical load to hold assets and the withdrawal forces occurring during the unwinding of a user's shoe can counteract a sufficient counterforce that can hold the strips safely in the grooves, to avoid the risk of stoppers by peeling strips. This embodiment of the joint profile arrangement according to the invention also reduces wear and abrasion, so that the risk of slipping is also severely limited.

The at the groove or Nutinnenraum laterally delimiting groove walls in the direction of the groove base inclined or curved molded clamping lips allow easy and almost force-free insertion of the strips in the grooves or groove interior or indentations. While entering the surfaces as a tread and leaving the tread can act on the strips as a result of leaving pull-out force, however, it turns out that the special hold of the strips is ensured in the grooves, because in each attempt to pull out the strips, the clamping lips, especially in double rows of the same, the grooves recede into the original form and the pull-out force can countersteem. This ensures that the strips are held stable or stationary in the grooves in the usual forces. Also occurring in moisture or moisture decrease of the frictional engagement between strips and groove counteract the inclined towards groove base clamping lips.

The strips of the joint profile arrangement according to the invention providing the step-resistant surface or tread can be anchored exchangeably in the indentations or grooves. The interchangeability is provided by the fact that the protruding into the interior clamping lips are able to hold the strips in the groove interior, however, the levering out, pushing or pulling the strips from the ends of the strand-shaped joint profile arrangement according to the invention can be made possible for the user.

The interplay of strips and corrugations leads to a high impact resistance of the joint profile arrangement according to the invention, so that in contrast to conventional expansion joint profile arrangements, the joint profile arrangement according to the invention is also characterized for use in locations that are exposed to frequent entry. As a result, a sufficient movement safety for the user is possible and the risk of slipping of the same greatly reduced. The joint profile arrangement according to the invention is also characterized due to the special design of their treads especially for use in heavily used structures, such as airports, railway stations, other public buildings, such as universities, hospitals, without the risk that in such structures slipping of Public traffic is observed.

Also, the joint profile arrangement according to the invention can be made with at least one representative of the plastic-like, metallic, such as steel, aluminum, glass or carbon fiber reinforced materials comprehensive group.

Likewise, the joint profile arrangement according to the invention may have a surface facing the upper region, which is at least partially frosted, anodized, shiny, shiny metallic and / etched, for example, metallic colored, the particular embodiment according to conventional methods known in the art, e.g. electrolytic, thermal, vacuum etching, anodic oxidation, matte brushing, acid polishing, etc. can be provided.

Thus, the corrugations, the profile head of the strips and / or the side of the bulges facing the upper area with dyes and / or color pigments, e.g. dyed, contained or with a, e.g. may be provided in part, coating, which may contain these dyes and / or color pigments, which give an appealing matt, anodized, shiny and / or etched appealing aesthetic overall impression. The visually appealing surface of the joint profile arrangement according to the invention will be particularly emphasized and obvious due to the interplay of colors between shiny metallic, anodized or frosted materials of the tread.

The joint profile arrangement according to the invention is characterized by a tread surface as the surface, the
greatly reduces the risk of the user slipping in the event of
even with permanent use of the same has no significant abrasion,
in the long term also helps to avoid detachment of the tread,
offers a visually appealing surface,
is interchangeable
and
can avoid the static charge of the user entering the joint profile arrangement according to the invention.

Likewise, the joint profile arrangement according to the invention is characterized by
the permanent waterproofness,
sufficient resistance to organic solvents, gasoline,
and
a high load capacity and Aufstockbarkeit.

The tread resistance of the joint profile arrangement according to the invention is provided by the particular embodiment whose surface as a tread both the surface of the bridge strip profile and the anchoring profiles, for example by
rib-like parallel course of the strips to one another,
the arrangement of corrugations between the strips, which have elevations and depressions,
the height ratio of the strips to the elevations,
Materials of the same.

In one embodiment of the joint profile arrangement according to the invention, the surfaces of the anchoring profile and / or the bridge strip profile flush with the horizontal edges of the floors and / or walls of the structures or building parts or run in with the edges of a common plane at rest, such as without pressurization that limit the gap.

In an additional embodiment of the joint profile arrangement according to the invention, the tread may have studs, notches and / or Rifflungen. For example, studs may be pin-shaped or plug-shaped and may be formed with a portion protruding from the surface as a tread to increase slip resistance. In this embodiment, the studs, for example, in punched holes, punched holes, glued or stably inserted to prevent the user from slipping on entering the tread and to facilitate the cleaning of the surfaces. The studs can be round blocks, square blocks. The studs may be applied to the surface in the form of a studded layer or bonded to it, as glued. The studs can protrude with their upper part of the surfaces. Likewise, the Notches formed as depressions of the surface of the anchoring profile and the bridge strip profile or applied in the form of a notched layer on the surface or connected thereto, for example glued, be.

In the design of the tread as or with corrugations of the tread with groove-shaped recesses and / or ridges extending ridges, for example, in a similar interrupted or continuous line, configured in series. In a further embodiment of the joint profile arrangement according to the invention, the profile covering is reinforced with carbon fiber and / or glass fibers in order to permanently avoid abrasion even under heavy use. Likewise, the tread may have inclusions that help prevent slipping in any direction. The inclusions may be made as grains with a material from the group comprising rubber, plastics, stone, metals or mixtures thereof. In a very particular embodiment of the joint profile arrangement according to the invention, the profile covering is suitable for displaying colors or color patterns. Likewise, in an embodiment according to the invention the profile covering is suitable as advertising space for advertising media or reproduction of numbers and letters. Likewise, the tread may be a layer of plastic-like and / or rubber-like material which may have a coefficient of friction F of 0.05 to 0.2, preferably 0.1 to 1.0, or 0.5. By friction coefficient can be understood the ratio of the friction force to the normal force (friction force F _R , / normal force F _N ).

The joint profile arrangement according to the invention allows advantageously due to the different configurations of the surfaces of the bridge strip profile and anchoring profile as treads when entering, walking, climbing the tread a sufficient stability for the benefit and benefit of the user.

Likewise, the joint profile arrangement according to the invention allows the slip resistance regardless of weather conditions. Especially when adverse weather conditions occur, the risk of the user slipping on the components of the conventional Groove profile arrangement significantly increased. This disadvantage can be eliminated by the joint profile arrangement according to the invention.

Also, the joint profile arrangement according to the invention proves to be advantageous because the slip resistance of the user is significantly increased when moisture occurs as a result of moist cleaning large floor surfaces, as can be found in shopping malls, wholesale markets and other similar large spaces.

The joint profile arrangement according to the invention is suitable for bridging any joints of structures.

It also shows that the joint profile arrangement according to the invention in wet conditions in the case of the use of the same for bridging e.g. Pedestrian crossings, sidewalks, etc. can ensure a firm footing of the user on the surface of the joint profile arrangement according to the invention.

On both sides of the joint or expansion joint, the anchoring profiles can be located between two adjacent building parts, for example. The anchoring profiles can be movably connected to each other or relatively movable by at least one bridge strip profile with at least two bridge bars, wherein the one bridge bar of the bridge strip profile in cross-forked or U-shaped to form two legs, the other bar of the bridge strip profile tongue-like and can be configured in the of the two legs of a bridge bar of the bridge bar profile limited interior of a bridge bar is able to grab. The surface of the upper region facing the leg of a bridge bar of the bridge strip profile may extend with the upper area facing surface of at least one anchoring profile in a plane. It is possible that at least one of the surfaces of the anchoring profile and / or the surface of the upper region facing the leg of a bridge bar of the bridge strip profile as tread has the tread.

Preferably, the areas of the bridge ledges that lie against each other may be provided with lips for the purpose of sealing the same and / or for delaying movement. Preferably, the surfaces of the limbs facing the lower region of the one bridge strip and / or the surfaces of the other bridge strip facing the lower region at least partially have lips which are preferably producible with elastic, plastic-like materials, which with the surfaces abutting against the lips Bridge strips motion-delaying and / or sealing cooperate. For example, the lips on the side of the leg of a bridge bar are formed, which face the lower area, bear against the surfaces of the other bridge bar of the leg under force due to the inherent elasticity of the lips that the relative movements of the adjacent bridge bars are delayed and the Gap between these liquid and moisture-tight is closed. Also particularly suitable are lips that can correspond in composition and / or shape of the strips.

The anchoring profile may comprise at least one, preferably L-shaped, bottom rail and / or at least one anchor bar. The bridge strips of the bridge strip profile can be relatively movably connected to one another with the anchoring profile and / or can be displaceable parallel to the center longitudinal axis A of the joint profile arrangement according to the invention or along the extending expansion joint or joint. The bridge strips can also be connected only with an anchor bar or only a bottom rail with the building. In addition, the surfaces of a bridge bar and the anchor bar and the surface of the bottom rail flush with the horizontal edges that define the joint, the buildings complete. At least one bead-like longitudinal edge and / or on one side of the other bridge strip of the bridge strip profile facing away from a bridge strip, at least one bead-like longitudinal edge are integrally formed on one side of the bridge strip profile facing away from the other bridge strip. Also, the sides of the anchoring profile facing the bridge strip profile, for example those of the anchor strip and / or the bottom rail, are drawn in to form longitudinal channels into which the Longitudinal edges engage positively and / or pivotally. The anchor bar is preferably directly, or also called surface area, be connected to the bridge strip profile; the anchor bar is preferably connected via the bottom rail with the building. However, since the anchor bar and floor rails may have different configurations, the floor rail may also be directly connected to the bridge rail profile and the floor rail connected via the anchor bar to the building, or the anchor bar and the bottom rail can be connected together directly to the Brückenleisten profile and / or be connected together with the building.

The bottom rail can be connected by means of conventional connecting device with the anchor bar, preferably relatively movable to each other. The connecting means preferably comprise one another positively, frictionally and / or frictionally cooperating connecting elements. The connecting elements may be longitudinal webs and longitudinal grooves, in which the longitudinal webs engage in a form-fitting manner. The longitudinal webs and longitudinal grooves are e.g. relatively movable to each other along the center longitudinal axis of the joint profile arrangement according to the invention slidably. At least one connecting element may preferably be formed on the bottom rail, at least one longitudinal groove may be formed in an anchor strip as a connecting element, in which the longitudinal web can engage positively. Suitable connecting elements are, for example, longitudinal webs and longitudinal grooves, which may extend continuously or discontinuously along the center longitudinal axis of the joint profile arrangement according to the invention or along the joint or the center longitudinal axis thereof. The bottom rail and / or the anchor bar may have different configurations, for example L-shaped, T-shaped, U-shaped, I-shaped, W-shaped or double-T-shaped.

In a further embodiment of the joint profile arrangement according to the invention, the sides of the bridge strip profile facing at least one bottom rail and / or at least one anchor bar are retracted to form longitudinal channels. In the longitudinal channels, the longitudinal edges can engage positively and / or pivotally. In a particular embodiment, the floor rails or anchor strips can also be stacked one above the other be arranged. The floor slips or anchor slats can be connected to conventional coupling connections or connecting devices. For example, the floor rails may have vertically arranged through-holes, the anchor strips being connected by means of threaded bolts guided through the through-holes of the floor rails and screwed into the threaded sleeves arranged in the floor rails. As a result, the relative displacement of the anchor bar is prevented to the bottom rail along the center longitudinal axis.

On both sides of the expansion joint or the joint are the anchoring profiles of the joint profile arrangement according to the invention. The definition of the anchoring profiles depends on the joint design. For example, on both sides of the joint, the bottom rails with the anchor strips or on or on one side of the joint a bottom rail with anchor bar and on or on the other side of the joint only an anchor bar may be arranged, which are connected to each other via one or more bridge bar profiles. The bottom rail and the anchor bar are connected by means of connecting means. The bottom rail and / or the anchor bar may also be fixedly connected to the ground, such as floor, ground, wall, etc. by means of coupling means, so as to loosen or detach it from the ground during the transition from the rest position to the loading position, e.g. under load or force application, to avoid. In the context of the invention, coupling devices are also understood to mean screw connections of conventional type or adhesive connections, welded connections, riveted connections, screw locking devices, screw connections, bolts, pin connections and securing elements. Threadlockers can be force-locking, frictional-locking fuses.

The anchoring profile can be connected by means of a cross-spanning, overarching or bridging, preferably elastic, longitudinal cuff. The joint may seal the joint towards the bottom or towards the top against moisture, moisture, water or other liquids. On the sides of the longitudinal sleeve, which face the anchoring profiles, bead-like longitudinal edges may be formed, which in the longitudinal channels of the anchoring profiles, eg the bottom rail or the anchor bar, engage positively and / or pivotally. The longitudinal channels of the anchoring profiles may be longitudinal channels of the floor profile or that of the anchor bar. By the longitudinal sleeve, the tightness is ensured even with settlements and the forces acting as a result of perpendicular acting on the joint profile arrangement according to the invention forces sufficient tightness.

The joint profile arrangement according to the invention extends in plan view as a strand along or parallel to its center longitudinal axis A. Also the longitudinal collar, the cushion insert, the fire protection insert, the indentations, the strips, their elevations, elevations, the anchor strips and the bottom rails of the anchoring profiles, the a bridge strip and the other bridge strips of the bridge strip profiles preferably extend in a strand shape along the center longitudinal axis A or at least partially along the same as required.

• Die Einbuchtungen können parallel zu der Mitte-Längsachse A der, vorzugsweise strangförmig sich erstreckenden, Fugen-Profilanordnung, des Verankerungsprofils und / oder des Brückenleistenprofils verlaufen. Vorzugsweise können zwischen den Einbuchtungen die Ausbuchtungen mit Riffelungen, welche als Erhöhungen und Vertiefungen ausgebildet sind, angeordnet sein, und / oder die Leisten, vorzugsweise um ein Mehrfaches der Höhe von Ausbuchtungen oder die Erhöhungen, die Ausbuchtungen oder die Erhöhungen überragend ausgebildet sein. Die Riffelungen können mit den Verankerungsprofilen und / oder den Brückenleistenprofile einstückig ausgebildet sein. Auch können die dem oberen Bereich zugewandten einen Profilkopf bildenden Seiten der Leisten im Querschnitt spitz zulaufend sein, vorzugsweise einen Winkel von unter 90°, vorzugsweise unter 45°, einschließen, und / oder gemeinsam einen Halb- oder Viertelkreisbogen bilden. Mindestens eine der Oberflächen des Verankerungsprofils und / oder mindestens eine der Oberflächen des Brückenleistenprofils und / oder die Oberfläche des Profilbelags können zumindest teilweise mattiert, eloxiert, vorzugsweise metallisch, glänzend und / oder geätzt z.B. zur Darstellung von Farben und / oder Farbmustern und / oder als Werbefläche für Werbemittel sein Zudem können die Leisten, die Lippen, die Klemmlippen, die Einbuchtungen, Ausbuchtungen, die Erhöhungen, Vertiefungen und / oder die Erhebungen zumindest teilweise parallel zu der Mitte-Längsachse A der Brückenleistenprofile und / oder der des Verankerungsprofils und / oder der Fugen-Profilanordnung verlaufen; bevorzugterweise sind die Mitte-Längsachsen des Verankerungsprofils und / oder des Brückenleistenprofils parallel zueinander erstreckend. Gleichfalls kann der Profilbelag mit einem elastischen Material und / oder das Verankerungsprofil und / oder das Brückenleistenprofil mit einem antistatisch wirkendem Material herstellbar sein. Ebenso können mindestens ein Teil in einem spitzen Winkel zu der Mitte-Längsachse des Brückenleistenprofils oder des Verankerungsprofils verlaufenden Leisten in Nuten des Verankerungsprofils und / oder in Nuten des Brückenleistenprofils und / oder Riffelungen und / oder quer zu derselben geführt sein Hinzukommend kann eine dem oberen Bereich zugewandte Oberfläche der Leisten oder des oberen Teils der Leisten geriffelt und / oder ballig nach außen geformt, gekämmt, verdrahtet, welche insbesondere mit mindestens einem Vertreter der metallische, mineralhaltige, kunststoffartige, glasidentische, glasähnliche, glas- oder kohlenstofffaserverstärkte, Materialien umfassenden Gruppe verzwirnt sind, ausgebildet sein. Die Leisten können über Nut-Feder-Verbindungen auszugssicher mit mindestens einer Oberfläche des Verankerungsprofils und / oder des Brückenleistenprofil zusammenwirken. In Einbuchtungen oder Nuten sind von Vorteil angeformt Rippen oder Klemmlippen zur Verklemmung der Leisten, wobei die Nuten im Querschnitt trapezförmig zur Verklemmung der Leisten ausgebildet sind. An den Oberseiten der Leisten können mit im Querschnitt spitz zulaufenden, in Draufsicht längsverlaufenden Erhebungen angeformt sein. In einer Ausgestaltung die Verankerungsprofile sind durch das Brückenleistenprofil mit zwei Brückenleisten beweglich oder relativbeweglich miteinander verbunden, wobei die eine Brückenleiste des Brückenleistenprofils im Querschnitt gabelförmig unter Bildung von zwei Schenkeln und die andere Brückenleiste des Brückenleistenprofils zungenartig ausgestaltet sind und in den von den beiden Schenkel der einen Brückenleiste des Brückenleistenprofils begrenzten Innenraum der einen Brückenleiste beweglich greifen kann, mindestens eine der Oberflächen des Verankerungsprofils und / oder die Oberfläche des einen dem oberen Bereich zugewandten Schenkels der einen Brückenleiste des Brückenleistenprofils als Trittflächen einen Profilbelag aufweisen kann. An einer der anderen Brückenleiste abgewandten Seite der einen Brückenleiste des Brückenleistenprofils können mindestens eine wulstartige Längskante und / oder an einer der einen Brückenleisten abgewandten Seite der anderen Brückenleisten des Brückenleistenprofils mindestens eine wulstartige Längskante angeformt sein, wobei die den dem Brückenleistenprofil zugewandten Seiten des Verankerungsprofils unter Bildung von Längskanälen beispielsweise eingezogen sind, in welche die Längskanten formschlüssig und / oder schwenkbar eingreifen. Auch kann das Verankerungsprofil mindestens eine, vorzugsweise L-förmige, Bodenschiene und / oder mindestens eine Ankerleiste, umfassen, wobei die Bodenschiene mittels Verbindungseinrichtungen mit der Ankerleiste, vorzugsweise relativbeweglich zueinander längsverschiebbar, verbunden sind. Als Verbindungseinrichtungen eigen sich miteinander formschlüssig, kraftschlüssig und / oder reibschlüssig zusammenwirkende herkömmliche Verbindungselemente sind, welche Verbindungselemente Längsstege und Längsnuten sein können, in welche Längsnuten die Längsstege formschlüssig einzugreifen vermögen. An der Bodenschiene können mindestens ein T-förmiger Längssteg als Verbindungselement angeformt sein und eine Ankerleiste mindestens eine Längsnut als Verbindungselement haben, in welche der Längssteg formschlüssig einzugreifen vermag. Die dem Brückenleistenprofil zugewandten Seiten mindestens einer Bodenschiene und / oder mindestens einer Ankerleiste können unter Bildung von Längskanälen eingezogen sein, in welche die Längskanten formschlüssig und / oder schwenkbar einzugreifen vermögen. Die Bodenschienen und / oder die Ankerleisten können schichtartig übereinander angeordnet sein, vorzugsweise die Bodenschienen weisen vertikal angeordnete Durchgangsbohrungen auf, insbesondere können die Ankerleisten mittels durch die Durchgangsbohrungen der Bodenschienen gefiihrter, in die in Bodenschienen angeordneten Gewindehülsen eingedrehter Schraubbolzen mit den Bodenschienen verbunden sein. Die Bodenschiene und / oder die Ankerleiste sind bevorzugterweise mittels Kopplungseinrichtungen mit dem Bauwerken, Teilen derselben dem Untergrund oder der Wand verbunden.

As special embodiments of the joint profile arrangement according to the invention are to be considered:

• The indentations may extend parallel to the center longitudinal axis A of the, preferably strand-shaped, extending joint profile arrangement, the anchoring profile and / or the bridge rail profile. Preferably, between the indentations, the bulges with corrugations, which are formed as elevations and depressions, be arranged, and / or the strips, preferably formed by a multiple of the height of bulges or the elevations, the bulges or the elevations outstanding. The corrugations can be integrally formed with the anchoring profiles and / or the bridge bar profiles. Also, the upper area facing a profile head forming sides of the strips in cross-section may be tapered, preferably include an angle of less than 90 °, preferably less than 45 °, and / or together form a semicircle or quarter circle. At least one of the surfaces of the anchoring profile and / or at least one of the surfaces of the bridge strip profile and / or the surface of the profile covering can be at least partially frosted, anodized, preferably metallic, shiny and / or etched, for example for the representation of colors and / or In addition, the strips, the lips, the clamping lips, the indentations, bulges, the elevations, depressions and / or the elevations at least partially parallel to the center longitudinal axis A of the bridge strip profiles and / or the Anchoring profile and / or the joint profile arrangement run; Preferably, the center longitudinal axes of the anchoring profile and / or the bridge strip profile are parallel to each other. Likewise, the tread with an elastic material and / or the anchoring profile and / or the bridge bar profile with an antistatic material can be produced. Likewise, at least one part may be guided at an acute angle to the center longitudinal axis of the bridge strip profile or the anchoring profile strips in grooves of the anchoring profile and / or in grooves of the bridge strip profile and / or corrugations and / or transversely thereto facing surface of the strips or the upper part of the strips grooved and / or spherically shaped outward, combed, wired, which in particular with at least one representative of the metallic, mineral-containing, plastic-like, glass-identical, glass-like, glass or carbon fiber reinforced, materials comprehensive group are twisted be trained. The strips can interact with one another via tongue and groove joints with at least one surface of the anchoring profile and / or the bridge strip profile. In indentations or grooves are integrally formed ribs or clamping lips for clamping the strips, wherein the grooves are formed in cross-section trapezoidal to the jamming of the strips. On the tops of the strips can be integrally formed with cross-section tapered, in plan view longitudinal extensions. In one embodiment, the anchoring profiles are movably or relatively movably connected to each other by the bridge strip profile with two bridge bars, the one bridge bar of the bridge strip profile being forked in cross-section to form two legs and the other bridge bar of the bridge bar profile and into the one of the two legs of the one Bridge bar of the bridge strip profile limited interior of a bridge bar can move, at least one of the surfaces of the anchoring profile and / or the surface of the upper region facing leg of a bridge bar of the bridge strip profile as treads have a tread can. At least one bead-like longitudinal edge and / or on one side of the other bridge strips of the bridge strip profile facing away from the bridge strips, at least one bead-like longitudinal edge may be formed on one side of the one bridge strip facing away from the other bridge strip, with the sides of the anchoring profile facing the strip bar profile being formed are retracted, for example, of longitudinal channels, in which the longitudinal edges engage positively and / or pivotally. Also, the anchoring profile at least one, preferably L-shaped, bottom rail and / or at least one anchor bar, include, wherein the bottom rail by means of connecting means with the anchor bar, preferably relatively movable longitudinally displaceable, are connected. As connecting means peculiar to each other form-fitting, frictionally and / or frictionally cooperating conventional connecting elements are, which connecting elements may be longitudinal webs and longitudinal grooves, in which longitudinal grooves the longitudinal webs are able to interlock positively. At least one T-shaped longitudinal web can be integrally formed on the bottom rail as a connecting element and an anchor strip can have at least one longitudinal groove as a connecting element into which the longitudinal web is able to engage in a form-fitting manner. The sides of the bridge strip profile facing at least one bottom rail and / or at least one anchor bar can be retracted to form longitudinal channels, in which the longitudinal edges are able to intervene positively and / or pivotally. The bottom rails and / or the anchor strips can be arranged one above the other like a layer, preferably the bottom rails have vertically arranged through-holes, in particular the anchor strips can be connected to the bottom rails by means of threaded bolts screwed into the threaded bushes arranged in bottom rails by means of the through-holes of the bottom rails. The bottom rail and / or the anchor bar are preferably connected by means of coupling devices with the structures, parts thereof the ground or the wall.

The anchoring profiles can be connected by means of at least one bridging the joint, preferably elastic, longitudinal cuff, on whose the anchoring profile facing opposite sides bead-like longitudinal edges are formed, which in the Longitudinal channels of the anchoring profiles can engage positively and / or pivotally, preferably the longitudinal cuff sealingly closes the joint towards the upper region and / or the lower region. A surface of the bridge strip profile facing an upper region may extend in a plane with a surface of at least one anchoring profile facing the upper region. Preferably, the surface of the one upper region facing leg of a bridge strip of the bridge strip profile with the surface of at least one anchoring profile in a plane In particular, the surfaces of a bridge bar and the anchor bar and the surface of the bottom rail can be flush with the horizontal edges of the structures. The bridge strip profile and / or the anchoring profile may be made with at least one representative of the plastic-like, metallic, in particular steel, aluminum, glass fiber reinforced, carbon fiber reinforced materials comprehensive group.

The joint profile arrangements according to the invention enable a high degree of surefootedness on treads for the user of the same, without the user depending on the local conditions and weather conditions of the user can not slip.

In addition, the joint profile arrangement according to the invention is frequently wear-resistant, so that constant checks of the surefootedness of the tread surface of the joint profile arrangement according to the invention can be avoided.

Also, the joint profile arrangement according to the invention tolerates setting movements of the structures, without the slip resistance being restricted.

Likewise, in the case of wet cleaning of the surfaces thereof, the joint profile arrangements according to the invention make possible the high slip resistance on treads for the user of the same.

In addition, the joint profile arrangements according to the invention proves to be advantageous because the tread of the treads abrasion resistant, adhesion increasing, slip-resistant and antistatic when walking on entry.

Furthermore, the joint profile arrangement according to the invention is visually appealing and offers the possibility, depending on the design of the joints bounding the edges of the structures to be adapted to this, in order to convey a uniform overall aesthetic impression.

Also, the joint profile of the invention provides a sufficient tightness between the building parts, regardless of pressure, tension and shear stresses occurring, as well as acting on forces that are able to act perpendicular to the joint profile arrangement.

In addition, the joint profile arrangement according to the invention interchangeable components, such as bottom rail, anchor bar, bridge rails, on to a repair friendliness and therefore to reduce the maintenance costs and to increase the ease of repair in contrast to the prior art.

In addition, the joint profile assembly according to the invention advantageously composed of modular components or modules such as bridge strip profile with its bridge strips, the anchoring profile with its bottom rail and its anchor strips together, so that a high degree of adaptability of the joint profile arrangement according to the invention is made possible to different joint designs ,

embodiments

• Fig. 1 die Schrägansicht auf die erfindungsgemäße strangförmig verlaufende Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und Verankerungsprofilen,
• Fig. 2 die Schrägansicht auf die erfindungsgemäße strangförmig verlaufende Fugen-Profilanordnung mit trittfester Trittfläche mit zwei Brückenleistenprofilen und Verankerungsprofilen,
• Fig. 3 die Schrägansicht auf die erfindungsgemäße strangförmig verlaufende Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und Verankerungsprofilen des flachen Typs und Mitte-Längsachse A,
• Fig. 4 die Schrägansicht auf die erfindungsgemäße strangförmig verlaufende Fugen-Profilanordnung mit trittfester Trittfläche mit zwei Brückenleistenprofilen und Verankerungsprofilen und einer Einlage,
• Fig. 5 die Schrägansicht auf die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und einem Verankerungsprofil des Hochtyps,
• Fig. 6 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und einem Verankerungsprofil mit Bodenschiene und Ankerleiste auf der einen Seite eines Boden und zwei Ankerleisten auf der anderen Seite einer Wand,
• Fig. 7 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit je zwei übereinander angeordneten Ankerleisten und eine L-förmige Bodenschiene an einer Wand und im Boden sowie zwei Brückenleistenprofilen einer Wand,
• Fig. 8 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit einer Brückenleiste und zwei Verankerungsprofilen mit trittfester Trittfläche an Böden,
• Fig. 9 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit zwei Brückenleistenprofilen und zwei Verankerungsprofilen mit jeweils einer Bodenschiene und Ankerleiste an Böden,
• Fig. 10 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit einem Brückenleistenprofil mit trittfester Trittfläche und zwei Verankerungsprofilen mit jeweils einer Bodenschiene und einer Ankerleiste an Böden und Längsmanschette,
• Fig. 11 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit zwei Brückenleistenprofilen mit trittfester Trittfläche und Verankerungsprofilen mit trittfester Trittfläche, welche jeweils aus Bodenschiene und Ankerleiste besteht, an Böden,
• Fig. 12 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und zwei Verankerungsprofilen, zur Fugenüberbrücken zwischen Boden und Wand oder zwischen Boden- und Wandfläche,
• Fig. 13 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit zwei Brückenleistenprofilen und zwei Verankerungsprofilen zur Fugenüberbrücken zwischen Boden und Wand oder zwischen Boden- und Wandfläche,
• Fig. 14 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und zwei Verankerungsprofilen mit einer Ankerleiste und einer Bodenschiene an einer Seite eines Bodens und einer Ankerleiste und L-förmigen Bodenschiene an der anderen Seite einer Wand,
• Fig. 15 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit zwei Brückenleistenprofilen und zwei Verankerungsprofilen, mit einer Ankerleiste und einer Bodenschiene an einer Seite eines Bodens und einer Ankerleiste und einer Bodenschiene an der anderen Seite einer Wand,
• Fig. 16 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit zwei Brückenleistenprofilen und zwei Verankerungsprofilen mit zwei Ankerleisten und einer Bodenschiene an einer Seite eines Bodens und zwei Ankerleiste und einer Bodenschiene an der anderen Seite einer Wand,
• Fig. 17 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und zwei Verankerungsprofilen mit je einer Ankerleiste und einer Bodenschiene zur Fugenüberbrückung zwischen Wand und Boden oder zwischen Boden- und Wandfläche,
• Fig. 18 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und zwei Verankerungsprofilen mit einer Ankerleiste und einer Bodenschiene an einer Seite eines Bodens und einer Ankerleiste und Bodenschiene an der anderen Seite einer Wand,
• Fig. 19 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und zwei Verankerungsprofilen mit einer Ankerleiste an einer Seite eines Bodens und einer Ankerleiste an der anderen Seite eines Bodens
  und
• Fig. 20 den Querschnitt durch die erfindungsgemäße Fugen-Profilanordnung mit trittfester Trittfläche mit einem Brückenleistenprofil und zwei Verankerungsprofilen mit Bodenschiene und Ankerleiste sowie einer Längsmanschette als Feuchtigkeitsschutz, einer Brandschutzeinlage und einer Kisseneinlage zur Schalldämmung.

The drawings show in a schematic, greatly enlarged manner, without any claim to a true scale reproducibility, due to a simplified drawing

• Fig. 1 the oblique view of the inventive strand-shaped joint profile arrangement with tread-resistant tread with a bridge rail profile and anchoring profiles,
• Fig. 2 the oblique view of the inventive strand-shaped joint profile arrangement with tread-resistant tread with two bridge rail profiles and anchoring profiles,
• Fig. 3 the oblique view of the inventive strand-shaped joint profile arrangement with tread-resistant tread with a Brückenleisten profile and anchoring profiles of the flat type and center longitudinal axis A,
• Fig. 4 the oblique view of the inventive strand-shaped joint profile arrangement with tread-resistant tread with two bridge strips profiles and anchoring profiles and an insert,
• Fig. 5 the oblique view of the inventive joint profile arrangement with tread-resistant tread with a bridge rail profile and a high-grade anchoring profile,
• Fig. 6 the cross section through the joint profile arrangement according to the invention with a tread-resistant tread surface with a bridge rail profile and an anchoring profile with bottom rail and anchor bar on one side of a floor and two anchor strips on the other side of a wall,
• Fig. 7 the cross section through the joint profile assembly according to the invention with tread-resistant tread with two superposed anchor strips and an L-shaped bottom rail on a wall and in the floor and two bridge bar profiles of a wall,
• Fig. 8 the cross section through the joint profile arrangement according to the invention with a bridge strip and two anchoring profiles with tread-resistant tread on floors,
• Fig. 9 the cross section through the joint profile arrangement according to the invention with tread-resistant tread with two bridge rail profiles and two anchoring profiles, each with a bottom rail and anchor bar on floors,
• Fig. 10 the cross section through the joint profile arrangement according to the invention with a bridge strip profile with tread-resistant tread and two anchoring profiles, each with a bottom rail and an anchor bar on the bottom and longitudinal cuff,
• Fig. 11 the cross section through the joint profile arrangement according to the invention with a tread-resistant tread surface with two bridge strip profiles with a tread-resistant tread surface and anchoring profiles with tread-resistant tread surface, which consists respectively of bottom rail and anchor strip, on floors,
• Fig. 12 the cross section through the joint profile arrangement according to the invention with tread-resistant tread surface with a bridge ledge profile and two anchoring profiles, for bridging bridges between floor and wall or between floor and wall surface,
• Fig. 13 the cross section through the joint profile arrangement according to the invention with tread-resistant tread surface with two bridge strip profiles and two anchoring profiles for joint bridges between floor and wall or between floor and wall surface,
• Fig. 14 the cross section through the joint profile arrangement according to the invention with tread-resistant tread with a Brückenleisten profile and two anchoring profiles with an anchor bar and a bottom rail on one side of a floor and an anchor bar and L-shaped bottom rail on the other side of a wall
• Fig. 15 the cross section through the joint profile assembly according to the invention with tread-resistant tread with two bridge strips profiles and two anchoring profiles, with an anchor bar and a bottom rail on one side of a floor and an anchor bar and a bottom rail on the other side of a wall,
• Fig. 16 the cross section through the inventive joint profile arrangement with tread-resistant tread with two bridge strips profiles and two anchoring profiles with two anchor strips and a bottom rail on one side of a floor and two anchor bar and a bottom rail on the other side of a wall
• Fig. 17 the cross section through the joint profile arrangement according to the invention with tread-resistant tread with a bridge strip profile and two anchoring profiles, each with an anchor strip and a bottom rail for joint bridging between wall and floor or between floor and wall surface,
• Fig. 18 the cross section through the joint profile arrangement according to the invention with a firm tread with a bridge rail profile and two anchoring profiles with an anchor strip and a bottom rail on one side of a floor and an anchor bar and floor rail on the other side of a wall,
• Fig. 19 the cross section through the joint profile assembly according to the invention with tread-resistant tread surface with a Brückenleisten profile and two anchoring profiles with an anchor bar on one side of a floor and an anchor bar on the other side of a floor
  and
• Fig. 20 the cross section through the joint profile arrangement according to the invention with tread-resistant tread with a bridge rail profile and two anchoring profiles with bottom rail and anchor bar and a longitudinal cuff as a moisture protection, a fire protection insert and a cushion insert for sound insulation.

The joint profile arrangement according to the invention bridges a joint 16, for example the expansion joint, between two structures 19. The two edges 50 of the joint 16 laterally delimit the joint interior 203. At the edges 50 or the sides 50 of the structures 19 are the anchoring profiles 1 each having an anchor bar 3a and a bottom rail 3b, coupled in the upper region 24. Die Ankerleiste 3a und der Bodenschiene 3b sind an der Unterseite des Gehäuses 2 angeordnet. The two anchoring profiles 1 are connected to the gap 16 übergreifbaren bridge strip profile 2, for example, movably connected to each other. At least one of the surfaces 23 of the anchoring profile 1 and / or at least one of the surfaces 23 of the bridge strip profile 2 have a profile covering 7 as tread surfaces. Between the two oppositely arranged anchoring profiles 1, the longitudinal sleeve 30, preferably as moisture protection, the fire protection insert 202 and the cushion insert 201 are arranged one above the other for sound insulation. The longitudinal sleeve 30 is liquid and moisture-tightly connected to the anchor strips 3a of the anchoring profiles 1 and extends strand-shaped parallel to the center longitudinal axis A of the anchoring profile 1. The longitudinal sleeve 30 is semicircular in cross-section and takes the fire protection layer 202 quasi as a shell. At the anchoring profiles 1 facing opposite sides of the longitudinal sleeve 30 bead-like longitudinal edges 12 are integrally formed, which engage positively and pivotally in the longitudinal channels 13 of the anchor rails 3a of the anchoring profiles 1. The longitudinal cuff is made with an elastic liquid-tight plastic-like material.

Between the cushion insert 201 and the longitudinal sleeve 30, the fire protection insert 202 is arranged. The fire protection insert 202 is made as a cushion with glass or mineral wool. The cushion insert 201 is also made as a flat disc-like cushion with slag fibers as sound-absorbing materials. The cushion insert 201, the fire protection insert 202 and the longitudinal sleeve 20 are due to their inherent elasticity resiliently against the two anchor strips 3a of the anchoring profiles 1 at. Due to the clamping of the same and the resulting application of force against the joint interior 203rd facing sides of the anchor strips 3a, the cushion insert 201, the fire protection insert 202 and the longitudinal sleeve 20 against the observed during subsidence of the structures transverse displacements and increase in distance of the anchoring profiles 1 tolerant and adaptable, so that further no penetration of sound and no smashing of fire from the top Region 24, from the outside, in the lower region 24a, inwardly into the joint interior 203, and vice versa is detectable.

In a further embodiment (not shown), the cushion insert 201, the fire protection insert 202 and the longitudinal sleeve 30 are guided in the longitudinal channels 13 of the anchoring profiles.

The fire protection insert 202, the cushion insert 201 and the longitudinal sleeve 30 are formed in a strand shape and run parallel to the center longitudinal axis A of the anchoring profiles 1. The surface 26 of the anchoring profiles 1 facing the upper region 24 and the surface 23 of the bridge strip profile 2 facing the upper region 24 are colored, like yellowish, metallic shiny. In a further exemplary embodiment (not shown), the sides or surfaces 26 or 23 of the anchoring profiles 1 or of the bridge strip profile 2 facing the upper area 24 are retracted as indentations 103 to form indentations 103. The indentations 103 run parallel to one another , in which slip-resistant strips 4 are arranged. In a further exemplary embodiment (not shown), the sides or surfaces 26 or 23 of the anchoring profiles 1 or of the bridge strip profile 2 facing the upper area 24 are coated as a profile covering 7 with a recess 103 and recesses 106. In further exemplary embodiments (not shown), the profile covering 7 is anodised to display color patterns and as an advertising surface for advertising media or coated with a colored pigment layer.

The joint profile arrangement according to the invention is in a straight line extending along its longitudinal center axis A. Also, the longitudinal sleeve 30, the pillow insert 201, the fire protection insert 202, the indentations 103, the strips 4, their surveys 22, elevations 11 as well as the anchor bar 3a and the bottom rail 3b of the anchoring profiles 1 and the one bridge bar 21 and the other bridge bars 22a, 22 of the bridge bar profiles 2 extend in a strand along the center longitudinal axis A.

In one embodiment, the joint profile arrangement according to the invention comprises two anchoring profiles 1 attached to both sides of the joint 16 and a bridge strip profile 2.

In a further embodiment, the profile covering 7 has indentations 103 which extend parallel to one another, in which the strips 4 are arranged, e.g. are trapped. The tread 7 is made of a plastic-like, non-slip material with a rough surface. The indentations 103 run parallel to the center longitudinal axis A. Between the indentations 103 are the bulges 106, on whose on the upper portion 24 facing sides corrugations 6 with elevations 11 and recesses 102 are formed to increase the surefootedness of the user. The strips 4 project beyond the corrugations 6 with the elevations 11. In a further embodiment, the upper area facing sides of the anchoring profiles 1 and / or the bridge strip profile to indentations and protrusions as a profile covering, integrally present, molded, or in another embodiment at the upper portion 24 facing sides of the anchoring profiles 1 and / or the bridge strip profile indentations and protrusions as a profile covering 7, two-piece present, integrally formed.

Likewise, the corrugations 6 are integrally formed with the anchoring profiles 1 and / or the bridge rail profiles 2 as a profile covering 7 or in another embodiment of these two-piece. The strips 4 are anchored firmly or interchangeably in the recesses 103. The upper portion 24 facing a profile head 109 forming sides of the strips 4 are tapered in cross section. In a further embodiment of the one-piece structure of profile covering with the anchoring profile 1 and the bridge strip profile 2 whose surfaces are anodized. The ratio of the two adjacent ones Bars 4 to the number of elevations 11 delimited by bars 4 are eg 0.2, 0.3 or 0.6 or 0.67.

The bridge strip profile 2 comprises at least the one bridge strip 21, which is configured fork-shaped in cross-section to form two legs 14, and the other bridge bar 22, 22a, the other bridge bar 22, 22a tongue-like in the two of the legs 14 of the one bridge bars 21st the bridge strip profile 2 limited interior 300 of a bridge bar 21 engages, wherein the other bridge bar 22, 22 a is movably guided in the interior space 300. The bridge strips 21, 22a, 22 are with the anchoring profile 1 to each other movable, also referred to relative to each other, connected, for example, along an axis perpendicular to the center longitudinal axis A aligned axis. In a further embodiment, the bridging strip profile 2 comprises two bridging strips 21 and the other bridging strip 22a, the other bridging strip 22a engaging or being introduced into the two interspaces each bounded by the two limbs 14 of the one bridging strip 21 of the bridging strip profile 2, whose opposite edges beveled as chamfers 100. In the upper region 24 between the bridge strips 22, 21 is an insert 101 on the other bridge bar 22a. The insert 101 has as a tread the tread 7 with molded on this corrugations. 6

In a further embodiment, the anchoring profile 1 comprises a bottom rail 3b and an anchor strip 3a. The anchor strip 3a and the bottom rail 3b are connected by means of conventional connecting devices, preferably relatively movable to each other. The connecting means allow the displaceability of the anchor bar 2 to the bottom rail 1 as required. In another embodiment, the bottom rail 3b and the anchor bar 3a by means of conventional screw 40b as coupling means 40 are fixedly connected to each other to avoid the displacement of the bottom rail 3b relative to the anchor bar 3a. With the substrate 19, the bottom rail 3b and the anchor bar 3 are also connected by means of conventional screw 40 as coupling means 40.

In this case, the bottom rails 1 and the anchor strips 3a together have vertically arranged through holes, through which threaded bolts 40a are inserted into threaded sleeves. For example, the bolts can be screwed only in the arranged in the bottom rails 3b threaded sleeves. The bottom rail 3b is securely connected to the ground 19 in order to avoid mobility of the bottom rail 3b relative to the base 19. The bottom rails 3b and the anchor strips 3a can be designed differently in cross section. The bridge strip profile 2 comprises in one embodiment, two bridge bars 21, 22. The one bridge bar 21 is fork-shaped or U-shaped in cross-section with two legs 14. The other bridge bar 22 extends in a tongue-like manner in cross-section and engages movable in the inner space formed by the two legs 14 of a bridge bar or limited. The two bridge bars 21, 22 allow the displaceability of the bridge bars to each other, preferably parallel to the horizontal. The bridge strip profile 2 with its bridge bars 21, 22, the anchoring profile 1 with its bottom rail 3b and its anchor strips 3b extend in a rope shape in plan view.

The one bridge strip 21 has a profile covering 7 on its surface 23, which faces the upper region 24. Likewise, the surface 26 of the anchor strip 3 a of the anchoring profile 1, which faces the upper region 24, a profile covering 7. The two surfaces 23, 26 serve as treads for ascent, ascent by the user. The surface 23 of a bridge bar 21 is aligned flush with the surface 26 of at least one anchor bar 3a of the anchoring profile 1, for example, they run, for example, in the rest position without the occurrence of forces in a plane. Likewise, the surfaces 23 of two may extend a bridge ledges 21 or at least one of the two surfaces with the surface 26 of a bottom rail 3a in a plane which faces the upper region, depending on the configuration of the bottom rail. Likewise, the surfaces of a bridge bar and the anchor bar and the surface 26 of the bottom rail flush with the horizontal edges 26 of the buildings or run in a plane, for example, depending on the configuration of bottom rail and anchor bar. The anchor bar 3a and / or the bottom rail 3b are firmly connected to the two edges 50 of the joint 16 on the structures.

Designed as tread surfaces 23 of the bridge bar and the surfaces 26 of the anchoring profile are formed with strips 4 as a profile covering. The strips 4 of the profile covering are guided in grooves or recesses 103. The surfaces of the anchor bar 3a are retracted to form grooves 103. The strips 4 are made of a plastic-like material, which is elastic. The strips 4 are spherically shaped in the upper region in cross section to the outside. Due to the special design of the strips 4, the slip resistance of the user is increased even with moisture. The strips 4 are used safely in the grooves by means of conventional tongue and groove connections, so that the withdrawal forces occurring when leaving the tread surface can not allow pulling out of the strips 4. The clamping lips 104 which are moved in the grooves and which can extend in the longitudinal direction to the grooves or to the joints, counteract the pull-out forces which act on the strips.

Preferably, the areas 301 of the bridge bars, which adjoin one another or adjoin one another, can be provided with lips for the purpose of sealing the same and / or for delaying movement. In a further exemplary embodiment, the surfaces 23 of the legs 14 of the one bridge bar 21 facing the lower area 24a have at least partial lips 105, preferably with elastic, plastic-like materials to produce, which rest against the surfaces of the other bridge bar 22, 22 a, so that the one bridge bar 21 with the other bridge bar 22 a 22 movement-delaying and / or sealing cooperate.

The tread may also have corrugations 6. The surfaces 23, 26 of the bridge strip profile 2 and the anchoring profiles 1, which face the upper region, have grooved recesses and rib-shaped elevations. The depressions and elevations may be covered with a plastic-like material which increases slip resistance and strength.

In a further embodiment of the joint profile arrangement according to the invention, the profile covering is additionally provided for the representation of colors, color patterns and as advertising space for advertising material. The design of the tread with color samples allows the adaptation of the joint profile arrangement according to the invention to the color design of the bottom surfaces of the building parts and wall surfaces of the building parts to provide a sufficient appealing aesthetic overall impression. Likewise, by the joint profile arrangement according to the invention, such a profile covering is provided which serves to receive information in order to inform the user. Likewise the profile covering serves as an advertising space or as an information surface for the reproduction of information and signs.

LIST OF REFERENCE NUMBERS

1

anchoring profile

2

Bridge Bar Profile

3a

anchor bar

3b

bottom track

4

strip

6

knurl

7

profiled decking

9

Surface of the component

11

Increases in the ribbing

12

longitudinal edge

13

longitudinal channel

14

Leg of a bridge bar

16

Joints, expansion joints

19

Underground, structure

21

a bridge bar

22

other bridge strip

22a

other bridge strip

23

Surface of the bridge profile

24

upper area

24a

lower area

26

Surface of the anchoring profile

30

longitudinal sleeve

40

coupling device

40a

threaded sleeve

40b

Bolt, screw connection

50

margins

100

chamfer

101

inlay

102

Deepening of the corrugation

103

Indentation, groove,

104

clamping lips

105

lips

106

bulge

109

Profile head of the strips

300

screw

201

pillow insert

202

Fire protection insert

203

Joints interior

301

Areas of bridge rails

Claims (18)

1. A join profile arrangement with a tread, wear resistance and a high load capacity for bridging a joint (16), such as an expansion joint, between structures,

   a. which comprises, at both edges (50) of the joint (16) of structures, fixable anchoring profiles (1), which extend parallel to one another, and at least one bridge strip profile (2) which can overlap the Joint (16),

   b. wherein the anchoring profiles (1) are movably connected to one another by the bridge strip profile (2), and

   c. at least one of the surfaces (26) of the anchoring profile (1) and/or at least one of the surfaces (23) of the bridge strip profile (2) have a profile covering (7) as treads,

   characterised in that

   d. the bridge strip profile (2) comprises at least one bridge strip (21), which is configured in a fork shape in cross section with two legs (14) being formed, and another bridge strip (22, 22a), the other bridge strip (22, 22a) being configured like a tongue and engaging in the interior (300) of the one bridge strip (21) bordered by the two legs (14) of the one bridge strip (21) of the bridge strip profile (2),

   e. the bridge strips (21, 22a, 22) are movably connected to one another by the anchoring profiles (1),

   f. the other bridge strip (22, 22a) is movably guided in the interior (300),

   g. at least one bead-like longitudinal edge is formed onto a side, facing away from the other bridge strip (22, 22a), of the one bridge strip (21) of the bridge strip profile (2) and at least one bead-like longitudinal edge is formed onto a side, facing away from the one bridge strip (21), of the other bridge strip (22, 22a) of the bridge strip profile (2),

   h. the sides of the anchoring profile (1) which face the bridge strip profile (2) are retracted, forming longitudinal channels (13),

   i. the bead-like longitudinal edges pivotably engage in the longitudinal channels (13)

   j. at least one representative of the group comprising one longitudinal collar (30) as a moisture guard, a fire-protection Inlay (202) and a padding inlay (201) for sound-damping is arranged between two anchoring profiles (1) arranged opposite one another,

   k. bead-like longitudinal edges (12) which pivotably engage in longitudinal channels (13) of the anchoring profiles (1) are formed onto the sides of the longitudinal collar (30) which face the anchoring profiles (1) and which are opposite one another.
2. The joint profile arrangement for bridging a joint between structures according to Claim 1, characterised in that the longitudinal collar (30) is connected to the anchoring profiles (1) in a liquid-impervious and moisture-impervious manner.
3. The joint profile arrangement for bridging a joint between structures according to Claim 1 or 2, characterised in that the fire-protection inlay (202) is arranged between the padding inlay (201) and the longitudinal collar (30).
4. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the padding inlay (201) and/or the fire-protection inlay (202) and/or the longitudinal collar (30) are guided into the longitudinal channels (13) of the anchoring profiles and/or the padding inlay (201) and/or the fire-protection Inlay (202) and/or the longitudinal collar (20) are resiliently mounted against the two anchoring profiles.
5. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the fire-protection inlay (202), the padding inlay (201) and the longitudinal collar (30) are configured in a string-shaped manner and extend parallel to the middle longitudinal axis A of the anchoring profiles (1).
6. The joint profile arrangement for bridging a Joint between structures according to at least one of the preceding claims, characterised in that the anchoring profiles (1) and/or the bridge strip profile (2) have at least in part a surface (23, 26) which is configured to be matt, anodised, shiny and/or etched.
7. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised In that the sides of the anchoring profiles (1) and/or of the bridge strip profile (2) facing the upper region (24) are configured into indentations and bulges as a profile covering (7) and/or the anchoring profiles (1) are connected to one another by the bridge strip profile (2) in a relatively movable manner.
8. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the profile covering (7) has indentations (103) which extend parallel to one another, in which preferably strips (4) are arranged, and/or the profile covering (7) is a layer comprising the indentations (103) and bulges (106) which is produced with a material with at least one representative of the group comprising rubber, plastics, stone and metals.
9. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the profile covering (7) is suitable to depict colours and or colour patterns and/or as an advertising surface for advertising media, and/or the profile covering (7) is a film with a non-slip upper side for coupling to the surfaces (23, 28) in a bonding manner and in a manner which is secured from being pulled out.
10. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the ratio of the number of the two strips (4) adjacent one another to the number of the elevations (11) bordered by the strips (4) is 0.1 to 0.8, preferably 0.2 to 0.7, and even more preferred 0.3 or 0.6.
11. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that, in the upper region (24) between the bridge strips (22, 21) and/or between the anchoring profile (1) and at least one bridge strip (21, 22), there is arranged an inlay (101), the surface (23, 28) of which preferably has the profile covering (7) as a tread.
12. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the strips (4) are exchangeably anchored In the indentations (103) and/or the inlay (101) and/or the surfaces or the sides, facing the upper region (24), of strips (4) and/or corrugations (6) comprise one-or two-stage threads or thread-like textiles.
13. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that, in the upper region (24) between the legs of the bridge strips (21, 22) which are opposite one another and which face the upper region (24), there is arranged the inlay (101), which inlay (101) preferably bears on the other bridge strip (22a), the surface (23, 26) of the inlay of which preferably has the profile covering (7) as a tread.
14. The Joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the longitudinal collar, the padding inlay, the fire-protection inlay, the indentations, the strips, the elevations thereof, the anchor strips and the ground tracks of the anchoring profiles, one bridge strip and the other bridge strips of the bridge strip profiles extend along the middle longitudinal axis A in a string shape,
15. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the surface facing the upper region is configured to be at least partly metallically coloured and/or corrugations containing the profile heads of the strips in cross-section and/or the sides of the bulges facing the upper region contain dyes and/or pigments or are equipped with a coating which contain dyes and/or pigments for the matt, anodised, shiny and/or etched appearance of the tread.
16. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the anchoring profiles (1) each have an anchor strip (3a) and a ground track (3b).
17. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the sides of the anchor strip (3a) and the ground track (3b) facing the bridge strip profile (2) are retracted, forming longitudinal channels (13), in which the longitudinal edges engage in a form-fitting manner.
18. The joint profile arrangement for bridging a joint between structures according to at least one of the preceding claims, characterised in that the ground tracks (3b) are connected to the anchor strip (3a) by means of connection devices.

Images