EP3555400B1 - Rail slider for a cable-type window lifter of a motor vehicle - Google Patents

Rail slider for a cable-type window lifter of a motor vehicle Download PDF

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Publication number
EP3555400B1
EP3555400B1 EP17822260.0A EP17822260A EP3555400B1 EP 3555400 B1 EP3555400 B1 EP 3555400B1 EP 17822260 A EP17822260 A EP 17822260A EP 3555400 B1 EP3555400 B1 EP 3555400B1
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EP
European Patent Office
Prior art keywords
base
webs
rail slider
hand
retaining bracket
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Application number
EP17822260.0A
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German (de)
French (fr)
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EP3555400A1 (en
Inventor
Jörg Müller
Christian Dallos
Udo Taubmann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Brose Fahrzeugteile SE and Co KG
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Brose Fahrzeugteile SE and Co KG
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Application filed by Brose Fahrzeugteile SE and Co KG filed Critical Brose Fahrzeugteile SE and Co KG
Publication of EP3555400A1 publication Critical patent/EP3555400A1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E05LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
    • E05FDEVICES FOR MOVING WINGS INTO OPEN OR CLOSED POSITION; CHECKS FOR WINGS; WING FITTINGS NOT OTHERWISE PROVIDED FOR, CONCERNED WITH THE FUNCTIONING OF THE WING
    • E05F11/00Man-operated mechanisms for operating wings, including those which also operate the fastening
    • E05F11/38Man-operated mechanisms for operating wings, including those which also operate the fastening for sliding windows, e.g. vehicle windows, to be opened or closed by vertical movement
    • E05F11/382Man-operated mechanisms for operating wings, including those which also operate the fastening for sliding windows, e.g. vehicle windows, to be opened or closed by vertical movement for vehicle windows
    • E05F11/385Fixing of window glass to the carrier of the operating mechanism
    • EFIXED CONSTRUCTIONS
    • E05LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
    • E05FDEVICES FOR MOVING WINGS INTO OPEN OR CLOSED POSITION; CHECKS FOR WINGS; WING FITTINGS NOT OTHERWISE PROVIDED FOR, CONCERNED WITH THE FUNCTIONING OF THE WING
    • E05F11/00Man-operated mechanisms for operating wings, including those which also operate the fastening
    • E05F11/38Man-operated mechanisms for operating wings, including those which also operate the fastening for sliding windows, e.g. vehicle windows, to be opened or closed by vertical movement
    • E05F11/48Man-operated mechanisms for operating wings, including those which also operate the fastening for sliding windows, e.g. vehicle windows, to be opened or closed by vertical movement operated by cords or chains or other flexible elongated pulling elements, e.g. tapes
    • E05F11/481Man-operated mechanisms for operating wings, including those which also operate the fastening for sliding windows, e.g. vehicle windows, to be opened or closed by vertical movement operated by cords or chains or other flexible elongated pulling elements, e.g. tapes for vehicle windows
    • E05F11/483Man-operated mechanisms for operating wings, including those which also operate the fastening for sliding windows, e.g. vehicle windows, to be opened or closed by vertical movement operated by cords or chains or other flexible elongated pulling elements, e.g. tapes for vehicle windows by cables
    • EFIXED CONSTRUCTIONS
    • E05LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
    • E05FDEVICES FOR MOVING WINGS INTO OPEN OR CLOSED POSITION; CHECKS FOR WINGS; WING FITTINGS NOT OTHERWISE PROVIDED FOR, CONCERNED WITH THE FUNCTIONING OF THE WING
    • E05F11/00Man-operated mechanisms for operating wings, including those which also operate the fastening
    • E05F11/38Man-operated mechanisms for operating wings, including those which also operate the fastening for sliding windows, e.g. vehicle windows, to be opened or closed by vertical movement
    • E05F11/382Man-operated mechanisms for operating wings, including those which also operate the fastening for sliding windows, e.g. vehicle windows, to be opened or closed by vertical movement for vehicle windows
    • E05F11/385Fixing of window glass to the carrier of the operating mechanism
    • E05F2011/387Fixing of window glass to the carrier of the operating mechanism using arrangements in the window glass, e.g. holes
    • EFIXED CONSTRUCTIONS
    • E05LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
    • E05YINDEXING SCHEME ASSOCIATED WITH SUBCLASSES E05D AND E05F, RELATING TO CONSTRUCTION ELEMENTS, ELECTRIC CONTROL, POWER SUPPLY, POWER SIGNAL OR TRANSMISSION, USER INTERFACES, MOUNTING OR COUPLING, DETAILS, ACCESSORIES, AUXILIARY OPERATIONS NOT OTHERWISE PROVIDED FOR, APPLICATION THEREOF
    • E05Y2900/00Application of doors, windows, wings or fittings thereof
    • E05Y2900/50Application of doors, windows, wings or fittings thereof for vehicles
    • E05Y2900/53Type of wing
    • E05Y2900/55Windows

Definitions

  • the invention relates to a rail slider for a cable window regulator of a motor vehicle according to the preamble of claim 1, which is made of plastic and can be brought into engagement with an associated assembly opening near the lower edge of the window pane via a latching hook arranged on a leg or bracket.
  • Rail sliders of this type have a base body which is designed in such a way that it at least partially encompasses the guide rail of the cable window lifter in order to be slidably mounted on it and to guide the window pane between its upper and lower stop position.
  • Legs of the rail slider are connected to the base body and form a receiving gap for the window pane, with the latching hook being formed on a leg which can be elastically deformed transversely to the pane surface.
  • DE 4423440 A1 shows a rail slider which--in kinematic reversal to the constructions described above--has a latching element arranged in a pane hole and associated latching openings in the legs, which form a gap for receiving the window pane.
  • the two laterally arranged legs, which carry the cross-connection element are kept extremely short and therefore very rigid.
  • the cutout extending below the cross-connection element and connected to the latching opening forms a pivot axis for the cross-connection element in order to be able to ensure pivoting of the cross-connection element for the purpose of latching in the latching element mounted on the pane.
  • the pivotable cross-connection element is supported on the window pane.
  • the mechanical load-bearing capacity of the rail slider is not (primarily) determined by the elasticity of lateral webs, but rather by the tensile strength of the material connecting the cross-connection element to the legs, which forms the pivot axis of the cross-connection element.
  • the mechanical resilience of this design variant is comparatively good, not least because of the distribution of the pull-off forces over two legs on both sides of the window pane, the pre-assembly of the locking element in the pane hole requires significant additional effort.
  • the DE 10 2014 204 361 A1 discloses a method for producing a driver, wherein the driver is produced with at least two bodies in a multi-component injection molding process.
  • a first body made of a lower-melting material is injected in front of a second body made of a higher-melting material, the second body made of the higher-melting material being injected onto the first body made of the lower-melting material becomes.
  • the invention is therefore based on the object of further developing the structural design of a foldable plastic rail slider in such a way that its mechanical strength is improved without significantly impairing its mountability at the expense of the necessary flexibility of the lateral limbs.
  • the contradiction has to be resolved that a high degree of flexibility would be advantageous for easy and simple mounting of the rail slider on the window pane, while the transmission of large pull-off forces requires a high level of rigidity of the rail slider.
  • the base-side virtual pivot axis of the holding bracket is to be understood as an axis that results from an elastic deformation of the lateral webs in the area of the connection of these webs to the base of the rail slider.
  • the virtual pivoting axis therefore does not represent an axis to be precisely located; but their location must logically be limited to the cross-section of the base.
  • a rail slider with the above-described geometric proportions according to the invention ensures on the one hand the elasticity required for good assembly and on the other hand increased mechanical strength, in particular being able to transmit an increased pull-off force, while at the same time the necessary use of materials can be reduced.
  • the proportions and contours of the invention allow a harmonious flow of forces from the locking element in the upper area of the arched bracket, via the lateral bars to the base connected to the main body, to which the bars are articulated.
  • These geometric proportions also counteract any twisting of the lateral webs and thus a swinging out of the latching hook under load. It has thus been possible to significantly improve the load-bearing capacity of the rail slider according to the invention without appreciably restricting the elastic properties necessary for good assembly.
  • a socket connected to the base is arranged within the clear width of the holding bracket (distance between the inner edges of the lateral webs), which forms a stop surface facing away from the base for the lower edge of the window pane.
  • This design feature allows the stiffening ribs running along the lateral webs to be continuously deflected in the area of the underlying base and thus run into the base. As a result, the flow of force is diverted or introduced in a targeted manner and undesirable bending effects in the lateral webs are counteracted.
  • the width of the plinth connected to the base should be no more than half the width measured across the outer faces of the side ridges.
  • the clear width between the outward-facing surfaces of the base and the associated inward-facing surfaces of the lateral webs is at most half the width of the lateral webs. In this way, a compact design is realized while at the same time increasing the load-bearing capacity of the elastic headband.
  • the arcuate design of the cross-connection element bridging the lateral webs should ideally essentially correspond to the shape of a parabola or another exponential mathematical function with its inner and/or outer contours.
  • the tangents at the ends of the contour sections in question, which map an exponential function, run essentially orthogonally to one another. Or to put it another way: one tangent at one end of the arcuate contour runs essentially orthogonally to the direction of displacement and the other tangent at the other end of the arcuate contour runs essentially parallel to the direction of displacement.
  • the side walls of the lateral webs are typically designed as stiffening ribs. According to the invention, these stiffening ribs merge into horizontally running stiffening ribs in the area of the base.
  • the outer stiffening ribs are connected to one another, while the inner stiffening ribs of the webs merge or are deflected into stiffening ribs of the inner base.
  • a stiffening rib arranged between the side walls of the webs is used, which is also deflected into a horizontally running stiffening rib in the area of the base and finally runs into a central area of the base in the direction of the stop for the lower edge of the pane.
  • the stiffening ribs of the lateral webs described are connected by a plurality of transverse ribs which are at an angle of 70-90 degrees on the connection surfaces of the stiffening ribs.
  • the density of the transverse ribs is significantly higher in the area of the arched cross-connecting element (21a), in particular more than twice as high as in the area of a web running straight (in the pull-off direction).
  • the mechanical load-bearing capacity of the cross-connection element is strengthened and the elasticity required for simple blind assembly of the rail slider is not unnecessarily restricted.
  • the Figures 1a - 1c show a rail slider with a base body 1a which has guide slots for engaging a guide rail (both not shown) in order to slide the rail slider with a window pane F mounted thereon along a predetermined path.
  • the window pane F is stored in a gap 112a, which is limited on the one hand by a leg 100a formed on the base body 1a and on the other hand by the retaining bracket 2a, which consists of the two lateral webs 20a and the arcuate cross-connecting element 12a.
  • the holding bracket 2a is connected to a base 10a via the lower areas of the lateral webs 20a.
  • This base 10a is the lowest-lying part of the base body 1a, to which the base 11a is also connected, the upper end of which forms a stop 110a for the lower edge F1 of the window pane F.
  • the arcuate cross-connection element 21a is pressed against the associated surface of the window pane F via the spring-elastic lateral webs 20a, with the locking hook 210a formed on the cross-connection element 21a also being held in engagement with the assembly opening (not shown) in the window pane F.
  • the window pane F is pressed with its lower edge F1 onto the inclined insertion wedge surface 2100a, with the pane F, supported on the leg 100a, pressing the elastically deformable lateral webs 20a outwards until the latching hook 210a rests on the surface of the disc F.
  • the latching hook 210a engages.
  • the base-side virtual pivot axis S4 of the retaining bracket 2a is not understood to mean an axis to be precisely located, but an axis that results from an elastic deformation of the lateral webs 20a in the area of the connection of these webs 20a to the base 10a of the rail slider.
  • this also promotes twisting of the elastically designed lateral webs 20b (indicated by the virtual twisting axis S3), as a result of which the tendency for the cross-connection element 21b to swivel or swivel out is further increased. As a result, the risk of the latch hook 210b slipping out of the mounting hole of the window glass increases.
  • the entry and transmission of forces within the rail slider is also affected by the unfavorable ratios of the straight lengths 20ba, 20bi of the outer and inner sections of the lateral webs 20b compared to the heights 21ba, 21bi of the outer and inner arcuate sections of the cross-connection element 21b affected.
  • the ratio here i.e. in the prior art
  • 20b/21b 5...8.
  • these ratios are in the range of only 2...3 because of the pronounced arcuate contour.
  • the width b3a of the base 11a connected to the base 10a should be at most half as large as the width Ba measured over the outer surfaces of the webs 20a.
  • the clear width b2a between the outward-pointing surface of the base 11a and the inward-pointing surface of the associated web 20a on the one hand and the width b1a of the webs 20a should have a maximum value of 0.5. Sufficient space remains to form the abutment surface 110a for the lower edge F1 of the window pane F on the base 11a.
  • the cross-connection element 21a is designed as an arcuate structure, with at least the inner contour between the latching hook 210a and the essentially straight regions of the lateral webs 20a (i.e. in the region of the radii r1a, r2a , r3a) is arcuate.
  • the arcuate inner and/or outer contours of the cross-connection element 21a are preferably essentially parabolic or correspond to the course of another exponential mathematical function, the tangents at the ends of the relevant contour sections being essentially orthogonal to one another. Ultimately, this means that one tangent at one end of the arcuate contour (i.e.
  • the contour sections r1a, r2a, r3a or R1a, R2a, R3a are composed entirely or partially of polygonal sections, with the angles between adjacent sections of the polygon being no less than 75 degrees, preferably no less than 80 degrees.
  • the side walls of the webs 20a are designed as stiffening ribs 201a, 202a, which form a U-shaped cross section of the web 20a via a common connecting side wall.
  • These stiffening ribs 201a, 202a change their direction in the area of the base 10a and finally run horizontally into the stiffening ribs 2010a, 2020a.
  • the outer stiffening ribs 202a running to the lower edge of the rail slider unite to form a common stiffening rib 2020a on the base 10a, while the inner stiffening ribs run over the stiffening ribs 2030a on the base into ascending stiffening ribs 111a of the base 11a.
  • At least one additional stiffening rib 203a can be arranged between the edge-side stiffening ribs 201a, 202a of the webs 20a, with this stiffening rib 203a also being deflected into a horizontally running stiffening rib (2030a) in the region of the base 10a.
  • a plurality of transverse ribs 22a are provided for further stabilization of the arcuate transverse connection element 21a carrying the latching hook 210a, so that the stiffening ribs 201a, 202a, 203a of the webs 20a are connected in a net-like manner by the transverse ribs 22a.
  • the transverse ribs 22a should be at an angle of 70-90 degrees on the connecting surfaces of the stiffening ribs 201a, 202a, 203a.
  • the density of the transverse ribs 22a in the area of the curved cross-connection element 21a is significantly higher than in the straight area of the webs 20a, in particular the density is more than twice as high.

Landscapes

  • Window Of Vehicle (AREA)

Description

Die Erfindung betrifft einen Schienengleiter für einen Seilfensterheber eines Kraftfahrzeugs gemäß dem Oberbegriff des Anspruchs 1, der aus Kunststoff gefertigt ist und über einen an einem Schenkel oder Bügel angeordneten Rasthaken mit einer zugeordneten Montageöffnung in der Nähe der Unterkante der Fensterscheibe in Eingriff bringbar ist.The invention relates to a rail slider for a cable window regulator of a motor vehicle according to the preamble of claim 1, which is made of plastic and can be brought into engagement with an associated assembly opening near the lower edge of the window pane via a latching hook arranged on a leg or bracket.

Derartige Schienengleiter weisen einen Grundkörper auf, der so ausgebildet ist, dass er die Führungsschiene des Seilfensterhebers zumindest teilweise umgreift, um daran verschiebbar gelagert zu werden und die Fensterscheibe zwischen ihrer oberen und unteren Anschlagsposition zu führen. Mit dem Grundkörper verbunden sind Schenkel des Schienengleiters, die einen Aufnahmespalt für die Fensterscheibe bilden, wobei der Rasthaken an einem quer zur Scheibenfläche elastisch verformbaren Schenkel ausgebildet ist.Rail sliders of this type have a base body which is designed in such a way that it at least partially encompasses the guide rail of the cable window lifter in order to be slidably mounted on it and to guide the window pane between its upper and lower stop position. Legs of the rail slider are connected to the base body and form a receiving gap for the window pane, with the latching hook being formed on a leg which can be elastically deformed transversely to the pane surface.

Das voranstehend beschriebene Konstruktionsprinzip ist beispielsweise aus EP 0 208 237 B1 bekannt. Es ermöglicht zwar eine einfache und kostengünstige herzustellende Verbindung zwischen der Fensterscheibe und dem Schienengleiter, jedoch weist der den Rasthaken tragende singuläre Schenkel nur eine sehr eingeschränkte mechanische Belastbarkeit auf. Dies führt bei höheren Abzugskräften, die insbesondere beim Lösen von an einem Türrahmen festgefrorenen Scheiben auftreten, gelegentlich zum Lösen der Verbindung von Scheibe und Schienengleiter.The design principle described above is, for example, from EP 0 208 237 B1 known. Although it enables a simple and inexpensive connection to be produced between the window pane and the rail slider, the single leg carrying the latching hook has only a very limited mechanical load-bearing capacity. In the event of higher pull-off forces, which occur in particular when loosening panes frozen to a door frame, this occasionally leads to the connection between pane and rail slider becoming loose.

Aus DE 10 2012 223 825 A1 ist ein verbesserter Schienengleiter bekannt, der zwischen zwei seitlichen elastischen Stegen ein Querverbindungselement aufweist, das mittig einen Rasthaken trägt. Diese Konstruktion ist zwar wesentlich robuster, jedoch kann es bei hohen mechanischen Belastungen zu Verwindungen der seitlichen, mit der Basis des Schienengleiters verbundenen Stege kommen, was eine Ausdrehbewegung des Rasthakens aus dem Scheibenloch begünstigt.Out of DE 10 2012 223 825 A1 an improved rail slider is known, which has a cross-connection element between two lateral elastic webs, which carries a latching hook in the middle. Although this construction is much more robust, high mechanical loads can lead to twisting of the lateral webs connected to the base of the rail slider, which promotes a twisting movement of the latching hook out of the disc hole.

DE 4423440 A1 zeigt einen Schienengleiter, der - in kinematischer Umkehr zu den voran beschriebenen Konstruktionen - ein in einem Scheibenloch angeordnetes Rastelement und zugeordnete Rastöffnungen in den Schenkeln, die einen Spalt zur Aufnahme der Fensterscheibe bilden, aufweist. Hierbei sind die beiden seitlich angeordneten Schenkel, welche das Querverbindungselement tragen extrem kurz gehalten und deshalb sehr biegesteif. Stattdessen bildet der sich unterhalb des Querverbindungselements erstreckende und mit der Rastöffnung verbundene Freischnitt eine Schwenkachse für das Querverbindungselement, um ein Schwenken des Querverbindungselements zum Zwecke des Einrastens des an der Scheibe gelagerten Rastelements gewährleisten zu können. Beim Einwirken einer sogenannten Abzugskraft stützt sich das schwenkbare Querverbindungselement an der Fensterscheibe ab. Die mechanische Tragfähigkeit des Schienengleiters wird also nicht (in erster Linie) von der Elastizität seitlicher Stege bestimmt, sondern eher von der Zugbelastbarkeit des das Querverbindungselement an den Schenkeln anbindenden Materials, das die besagte Schwenkachse des Querverbindungselements bildet. Zwar ist die mechanische Belastbarkeit dieser konstruktiven Variante vergleichsweise gut, nicht zuletzt wegen der Verteilung der Abzugskräfte auf zwei Schenkel beidseitig der Fensterscheibe, jedoch erfordert die Vormontage des Rastelements im Scheibenloch einen bedeutenden Mehraufwand. Hinzu kommen erhöhte Anforderungen beim Einführen der mit dem Rastelement ausgestatteten Fensterscheibe in den schmalen Schlitz des Türschachtes. DE 4423440 A1 shows a rail slider which--in kinematic reversal to the constructions described above--has a latching element arranged in a pane hole and associated latching openings in the legs, which form a gap for receiving the window pane. Here, the two laterally arranged legs, which carry the cross-connection element are kept extremely short and therefore very rigid. Instead, the cutout extending below the cross-connection element and connected to the latching opening forms a pivot axis for the cross-connection element in order to be able to ensure pivoting of the cross-connection element for the purpose of latching in the latching element mounted on the pane. When a so-called pull-off force is applied, the pivotable cross-connection element is supported on the window pane. The mechanical load-bearing capacity of the rail slider is not (primarily) determined by the elasticity of lateral webs, but rather by the tensile strength of the material connecting the cross-connection element to the legs, which forms the pivot axis of the cross-connection element. Although the mechanical resilience of this design variant is comparatively good, not least because of the distribution of the pull-off forces over two legs on both sides of the window pane, the pre-assembly of the locking element in the pane hole requires significant additional effort. In addition, there are increased requirements when inserting the window pane equipped with the locking element into the narrow slot of the door shaft.

Die DE 10 2014 204 361 A1 offenbart ein Verfahren zur Herstellung eines Mitnehmers, wobei der Mitnehmer mit wenigstens zwei Körpern in einem Mehrkomponenten-Spritzgießverfahren hergestellt wird. Hierbei wird bei der Herstellung des Mitnehmers in dem Mehrkomponenten-Spritzgießverfahren ein erster Körper aus einem niedriger schmelzenden Material vor einem zweiten Körper aus einem höher schmelzenden Material gespritzt, wobei der zweite Körper aus dem höher schmelzenden Material an den ersten Körper aus dem niedriger schmelzenden Material gespritzt wird.the DE 10 2014 204 361 A1 discloses a method for producing a driver, wherein the driver is produced with at least two bodies in a multi-component injection molding process. In the production of the driver in the multi-component injection molding process, a first body made of a lower-melting material is injected in front of a second body made of a higher-melting material, the second body made of the higher-melting material being injected onto the first body made of the lower-melting material becomes.

Der Erfindung liegt deshalb die Aufgabe zugrunde, die konstruktive Ausbildung eines klappbaren Kunststoff-Schienengleiters derart weiterzuentwickeln, dass seine mechanische Belastbarkeit verbessert ist, ohne jedoch dabei seine Montierbarkeit auf Kosten der hierfür notwendigen Flexibilität der seitlichen Schenkel nennenswert zu beeinträchtigen. Hierbei ist der Widerspruch zu lösen, dass für eine leichte bzw. einfache Montierbarkeit des Schienengleiters an der Fensterscheibe ein hohes Maß an Flexibilität vorteilhaft wäre, während die Übertragung großer Abzugskräfte eine hohe Steifigkeit des Schienengleiters erfordert.The invention is therefore based on the object of further developing the structural design of a foldable plastic rail slider in such a way that its mechanical strength is improved without significantly impairing its mountability at the expense of the necessary flexibility of the lateral limbs. Here, the contradiction has to be resolved that a high degree of flexibility would be advantageous for easy and simple mounting of the rail slider on the window pane, while the transmission of large pull-off forces requires a high level of rigidity of the rail slider.

Diese Aufgabe wird durch einen Schienengleiter mit den Merkmalen des Anspruchs 1 gelöst, wobei die kennzeichnenden Merkmale die erfindungsgemäßen geometrischen Verhältnisse zwischen verschiedenen Abschnitten des Schienengleiters beschreiben.This object is achieved by a rail slider having the features of claim 1, wherein the characterizing features describe the geometric relationships according to the invention between different sections of the rail slider.

Ausgehend von einem Schienengleiter

  • ∘ mit einem Grundkörper mit Führungsflächen für die Führungsschiene des Seilfensterhebers und
  • ∘ mit einem über eine Basis mit dem Grundkörper federelastisch angebundenen Haltebügel mit einem am oberen Ende angeordneten Rasthaken, wobei der Haltebügel zwei seitliche Stege, die an der Basis angebunden sind, und ein Querverbindungselement, das den Rasthaken trägt, aufweist, liegt der Kern der Erfindung darin,
  • ∘ dass das Verhältnis der lichten Weite zwischen den inneren Flächen der seitlichen Stege des Haltebügels und des Abstandes zwischen der Anschlagsfläche der Unterkante der Fensterscheibe einerseits und der Anschlagsfläche des Rasthakens andererseits höchstens den Wert 1,2 annimmt, vorzugsweise höchstens den Wert 1,0, und/oder
  • ∘ dass das Verhältnis der lichten Weite zwischen den inneren Flächen der seitlichen Stege des Haltebügels und der Hebellänge zwischen der basisseitigen virtuellen Schwenkachse des Haltebügels einerseits und der Anschlagsfläche des Rasthakens andererseits höchstens den Wert Z2a/Z3a ≤ 0,5 annimmt, und
  • ∘ dass das Querverbindungselement des Haltebügels im Wesentlichen bogenförmig ausgebildet ist, zumindest auf der Innenseite des Querverbindungselements.
Starting from a rail glider
  • ∘ with a base body with guide surfaces for the guide rail of the cable window regulator and
  • The core of the invention lies with a retaining clip, which is elastically connected to the main body via a base and has a latching hook arranged at the upper end, the retaining clip having two lateral webs which are connected to the base and a cross-connection element which carries the latching hook in this,
  • ∘ that the ratio of the clear width between the inner surfaces of the side bars of the retaining bracket and the distance between the contact surface of the lower edge of the window pane on the one hand and the contact surface of the locking hook on the other hand has a maximum value of 1.2, preferably a maximum value of 1.0, and /or
  • ∘ that the ratio of the clear width between the inner surfaces of the lateral webs of the holding bracket and the lever length between the base-side virtual swivel axis of the holding bracket on the one hand and the stop surface of the locking hook on the other hand has a maximum value of Z2a/Z3a ≤ 0.5, and
  • ∘ that the cross-connection element of the headband is essentially arc-shaped, at least on the inside of the cross-connection element.

Hierbei beinhaltetThis includes

  • ∘ die Kontur des nach innen gerichteten Bogens des Querverbindungselements keine geraden Segmente, die länger als das 0,3-fache, vorzugsweise nicht länger als das 0,2-fache der Breite der seitlichen Stege sind, und vorzugsweise∘ the contour of the inward arc of the cross-connection element no straight segments longer than 0.3 times, preferably no longer than 0.2 times the width of the lateral webs, and preferably
  • ∘ die Kontur des nach außen gerichteten Bogens des Querverbindungselements ebenfalls keine geraden Segmente, die länger als das 0,2-fache, vorzugsweise nicht länger als das 0,1-fache der über die äußeren Flächen der Stege gemessene Breite sind.∘ the contour of the outward arc of the cross-connection element also no straight segments longer than 0.2 times, preferably no longer than 0.1 times the width measured across the outer surfaces of the webs.

Unter der basisseitigen virtuellen Schwenkachse des Haltebügels soll eine Achse verstanden werden, die sich resultierend bei einer elastischen Deformation der seitlichen Stege im Bereich der Anbindung dieser Stege an die Basis des Schienengleiters ergibt. Die virtuelle Schwenkachse stellt also keine exakt zu verortende Achse dar; ihre Lage muss aber logischerweise auf den Querschnitt der Basis begrenzt sein.The base-side virtual pivot axis of the holding bracket is to be understood as an axis that results from an elastic deformation of the lateral webs in the area of the connection of these webs to the base of the rail slider. The virtual pivoting axis therefore does not represent an axis to be precisely located; but their location must logically be limited to the cross-section of the base.

Ein Schienengleiter mit den voran beschriebenen erfindungsgemäßen geometrischen Proportionen gewährleistet einerseits die für eine gute Montierbarkeit erforderliche Elastizität und andererseits eine erhöhte mechanische Festigkeit, insbesondere eine erhöhte Abzugskraft übertragen zu können, wobei gleichzeitig der notwendige Materialeinsatz verringert werden kann. Die erfindungsgemäßen Proportionen und Konturen erlauben einen harmonischen Kraftfluss vom Rastelement im oberen Bereich des bogenförmigen Bügels, über die seitlichen Stege bis in die mit dem Grundkörper verbundene Basis, an die die Stege angelenkt sind. Diese geometrischen Proportionen wirken auch einem Verwinden der seitlichen Stege und damit einem Ausschwenken des Rasthakens unter Last entgegen. Somit ist es gelungen, die Tragfähigkeit des erfindungsgemäßen Schienengleiters deutlich zu verbessern, ohne die für eine gute Montierbarkeit notwendigen elastischen Eigenschaften nennenswert einzuschränken.A rail slider with the above-described geometric proportions according to the invention ensures on the one hand the elasticity required for good assembly and on the other hand increased mechanical strength, in particular being able to transmit an increased pull-off force, while at the same time the necessary use of materials can be reduced. The proportions and contours of the invention allow a harmonious flow of forces from the locking element in the upper area of the arched bracket, via the lateral bars to the base connected to the main body, to which the bars are articulated. These geometric proportions also counteract any twisting of the lateral webs and thus a swinging out of the latching hook under load. It has thus been possible to significantly improve the load-bearing capacity of the rail slider according to the invention without appreciably restricting the elastic properties necessary for good assembly.

Gemäß einer Vorzugsvariante der Erfindung ist innerhalb der lichten Weite des Haltebügels (Abstand zwischen den inneren Rändern der seitlichen Stege) ein mit der Basis verbundener Sockel angeordnet ist, der für die untere Kante der Fensterscheibe eine von der Basis abgewandte Anschlagsfläche bildet. Dieses konstruktive Merkmal erlaubt es, die entlang der seitlichen Stege verlaufenden Versteifungsrippen im Bereich der unten liegenden Basis kontinuierlich umzulenken und so in den Sockel hinein verlaufen zu lassen. Dadurch wird der Kraftfluss zielgerichtet ab- bzw. eingeleitet und unerwünschten Biegeeffekten in den seitlichen Stege wird entgegengewirkt. Die Breite des mit der Basis verbundener Sockels sollte höchstens halb so groß sein wie die über die äußeren Flächen der seitlichen Stege gemessen Breite.According to a preferred variant of the invention, a socket connected to the base is arranged within the clear width of the holding bracket (distance between the inner edges of the lateral webs), which forms a stop surface facing away from the base for the lower edge of the window pane. This design feature allows the stiffening ribs running along the lateral webs to be continuously deflected in the area of the underlying base and thus run into the base. As a result, the flow of force is diverted or introduced in a targeted manner and undesirable bending effects in the lateral webs are counteracted. The width of the plinth connected to the base should be no more than half the width measured across the outer faces of the side ridges.

Nach einer Vorzugsvariante der Erfindung ist die lichte Weite zwischen den nach außen weisenden Flächen des Sockels und den zugeordneten nach innen weisenden Flächen der seitlichen Stege höchstens halb so groß wie die Breite der seitlichen Stege. Hierdurch wird eine kompakte Bauform realisiert bei gleichzeitiger Steigerung der Belastbarkeit des elastischen Haltebügels.According to a preferred variant of the invention, the clear width between the outward-facing surfaces of the base and the associated inward-facing surfaces of the lateral webs is at most half the width of the lateral webs. In this way, a compact design is realized while at the same time increasing the load-bearing capacity of the elastic headband.

Die bogenförmige Ausbildung des die seitlichen Stege überbrückenden Querverbindungselements sollte mit ihren inneren und/oder äußeren Konturen idealerweise im Wesentlichen der Form einer Parabel oder einer anderen exponentiellen mathematischen Funktion entsprechen. Die Tangenten an den Enden der betreffenden, eine exponentielle Funktion abbildenden Konturabschnitte verlaufen dabei im Wesentlichen orthogonal zueinander. Oder anders ausgedrückt: Die eine Tangente an einem Ende der bogenförmigen Kontur verläuft im Wesentlichen orthogonal zur Verschieberichtung und die andere Tangente am anderen Ende der bogenförmigen Kontur verläuft im Wesentlichen parallel zur Verschieberichtung.The arcuate design of the cross-connection element bridging the lateral webs should ideally essentially correspond to the shape of a parabola or another exponential mathematical function with its inner and/or outer contours. The tangents at the ends of the contour sections in question, which map an exponential function, run essentially orthogonally to one another. Or to put it another way: one tangent at one end of the arcuate contour runs essentially orthogonally to the direction of displacement and the other tangent at the other end of the arcuate contour runs essentially parallel to the direction of displacement.

Hierdurch wird eine ideale Umlenkung der vertikal verlaufenden (also nach unten weisenden) Abzugskraft, die vom Rasthaken aufgenommen werden muss, in die seitlichen Stege des Haltebügels gewährleistet. Die Tendenzen zu unerwünschten Verwindungen und Biegungen der tragenden Teile werden so minimiert.This results in an ideal deflection of the vertical (i.e. downward-pointing) pull-off force, which must be absorbed by the locking hook, into the lateral webs of the bracket guaranteed. This minimizes the tendency for the load-bearing parts to twist and bend undesirably.

An dieser Stelle sei darauf hingewiesen, dass vergleichbar gute Ergebnisse auch erreicht werden können, wenn der stetige Konturverlauf gemäß einer exponentiellen Funktion ganz oder teilweise ersetzt wird durch einen sogenannten Polygonzug, bei dem also die Konturabschnitte ganz oder teilweise aus einer Vielzahl gerader Abschnitte zusammengesetzt sind. Die Winkel zwischen benachbarten Abschnitten des Polygons sollen nicht kleiner als 75 Grad sein, vorzugsweise nicht kleiner als 80 Grad.At this point it should be pointed out that comparably good results can also be achieved if the continuous contour progression according to an exponential function is completely or partially replaced by a so-called polygon course, in which the contour sections are composed completely or partly of a large number of straight sections. The angles between adjacent sections of the polygon should be no less than 75 degrees, preferably no less than 80 degrees.

Die Seitenwände der seitlichen Stege sind typischerweise als Versteifungsrippen ausgebildet. Erfindungsgemäß gehen diese Versteifungsrippen im Bereich der Basis in horizontal verlaufende Versteifungsrippen über. Dabei stehen die äußeren Versteifungsrippen miteinander in Verbindung, während die inneren Versteifungsrippen der Stege in Versteifungsrippen des innenliegenden Sockels übergehen bzw. umgelenkt sind. Zusätzlich kommt eine zwischen den Seitenwänden der Stege angeordnete Versteifungsrippe zur Anwendung, die im Bereich der Basis ebenfalls in eine horizontal verlaufende Versteifungsrippe umgelenkt ist und schließlich in einen zentralen Bereich des Sockels in Richtung des Anschlags für die Scheibenunterkante einläuft.The side walls of the lateral webs are typically designed as stiffening ribs. According to the invention, these stiffening ribs merge into horizontally running stiffening ribs in the area of the base. The outer stiffening ribs are connected to one another, while the inner stiffening ribs of the webs merge or are deflected into stiffening ribs of the inner base. In addition, a stiffening rib arranged between the side walls of the webs is used, which is also deflected into a horizontally running stiffening rib in the area of the base and finally runs into a central area of the base in the direction of the stop for the lower edge of the pane.

Die beschriebenen Versteifungsrippen der seitlichen Stege werden durch eine Mehrzahl von Querrippen verbunden, die in einem Winkel von 70 - 90 Grad auf den Anbindungsflächen der Versteifungsrippen stehen. Die Dichte der Querrippen ist im Bereich des bogenförmigen Querverbindungselements (21a) deutlich höher, insbesondere mehr als doppelt so hoch, wie im gerade (im Abzugsrichtung) verlaufenden Bereich eines Steges. Hierdurch wird die mechanische Tragfähigkeit des Querverbindungselements gestärkt und die für eine einfache Blindmontage des Schienengleiters notwendige Elastizität nicht unnötig eingeschränkt.The stiffening ribs of the lateral webs described are connected by a plurality of transverse ribs which are at an angle of 70-90 degrees on the connection surfaces of the stiffening ribs. The density of the transverse ribs is significantly higher in the area of the arched cross-connecting element (21a), in particular more than twice as high as in the area of a web running straight (in the pull-off direction). As a result, the mechanical load-bearing capacity of the cross-connection element is strengthened and the elasticity required for simple blind assembly of the rail slider is not unnecessarily restricted.

Nachfolgend wird die Erfindung anhand eines Ausführungsbeispiels und den zugehörigen Figuren näher erläutert. Es zeigen:

Figur 1a
Draufsicht auf einen erfindungsgemäßen Schienengleiter vonseiten des elastischen Bügels;
Figur 1b
Seitenansicht des erfindungsgemäßen Schienengleiters;
Figur 1c
Perspektivische Darstellung des erfindungsgemäßen Schienengleiters;
Figur 2a
Draufsicht auf einen vorbekannten Schienengleiter vonseiten des elastischen Bügels;
Figur 2b
Seitenansicht des vorbekannten Schienengleiters;
Figur 3a
Schematische Darstellung eines erfindungsgemäßen elastischen Bügels mit bogenförmigen Querverbindungselement;
Figur 3b
Schematische Darstellung eines bekannten elastischen Bügels mit im Wesentlichen geradem Querverbindungselement;
Figur 4a
Schematische Darstellung eines erfindungsgemäßen elastischen Bügels mit bogenförmigen Querverbindungselement und zusätzlichen Versteifungsrippen zwischen den seitlichen Versteifungsrippen des Bügels;
Figur 4b
Schematische Darstellung eines bekannten elastischen Bügels mit im Wesentlichen geradem Querverbindungselement.
The invention is explained in more detail below using an exemplary embodiment and the associated figures. Show it:
Figure 1a
Top view of a rail slider according to the invention from the side of the elastic bracket;
Figure 1b
Side view of the rail slider according to the invention;
Figure 1c
Perspective view of the rail slider according to the invention;
Figure 2a
Top view of a previously known rail slider from the side of the elastic bracket;
Figure 2b
Side view of the previously known rail slider;
Figure 3a
Schematic representation of an elastic bracket according to the invention with an arc-shaped cross-connection element;
Figure 3b
Schematic representation of a known elastic hanger with a substantially straight cross-connection element;
Figure 4a
Schematic representation of an elastic bracket according to the invention with arc-shaped cross-connection element and additional stiffening ribs between the lateral stiffening ribs of the bracket;
Figure 4b
Schematic representation of a known elastic stirrup with a substantially straight transverse connection element.

In den Figuren 1a - 1c sind verschiedene Ansichten des erfindungsgemäßen Schienengleiters dargestellt. Schematische Darstellungen erfindungsgemäßer Details zeigen die Figuren 3a und 4a. Zum Verständnis der nachfolgenden detaillierten Beschreibung der Erfindung wird es regelmäßig notwendig sein, diese Figuren gemeinsam heranzuziehen, da die Vielzahl der Bezugszeichen nicht in einer einzigen Figur vereinigt werden konnte.In the Figures 1a - 1c are shown different views of the rail slider according to the invention. Schematic representations of the details of the invention show the figures 3a and 4a . In order to understand the following detailed description of the invention, it will regularly be necessary to consult these figures together, since the large number of reference symbols could not be combined in a single figure.

Ähnliches gilt für die Beschreibung des vorbekannten Standes der Technik, der in verschiedenen Ansichten in den Figuren 2a, 2b, 3b und 4b dargestellt ist. Die detaillierte Gegenüberstellung einer erfindungsgemäßen Ausführungsform und eines aus dem Stand der Technik ausgewählten Beispiels soll helfen, den Kern der Erfindung verständlich zu machen.The same applies to the description of the prior art in various views in the Figures 2a, 2b , 3b and 4b is shown. The detailed comparison of an embodiment according to the invention and an example selected from the prior art is intended to help make the core of the invention understandable.

Die Figuren 1a - 1c zeigen einen Schienengleiter mit einem Grundkörper 1a, der Führungsschlitze für den Eingriff einer Führungsschiene (beides nicht dargestellt) aufweist, um den Schienengleiter mit einer daran montierten Fensterscheibe F entlang einer vorgegebenen Bahn zu verschieben. Die Fensterscheibe F lagert in einem Spalt 112a, der einerseits von einem am Grundkörper 1a angeformten Schenkel 100a und andererseits vom Haltebügel 2a begrenzt ist, der aus den beiden seitlichen Stegen 20a und dem bogenförmigen Querverbindungselement 12a besteht. Über die unteren Bereiche der seitlichen Stege 20a ist der Haltebügel 2a an einer Basis 10a angebunden. Diese Basis 10a ist der am tiefsten liegende Teil des Grundkörpers 1a, mit dem auch der Sockel 11a verbunden ist, dessen oberes Ende einen Anschlag 110a für die untere Kante F1 der Fensterscheibe F bildet.the Figures 1a - 1c show a rail slider with a base body 1a which has guide slots for engaging a guide rail (both not shown) in order to slide the rail slider with a window pane F mounted thereon along a predetermined path. The window pane F is stored in a gap 112a, which is limited on the one hand by a leg 100a formed on the base body 1a and on the other hand by the retaining bracket 2a, which consists of the two lateral webs 20a and the arcuate cross-connecting element 12a. The holding bracket 2a is connected to a base 10a via the lower areas of the lateral webs 20a. This base 10a is the lowest-lying part of the base body 1a, to which the base 11a is also connected, the upper end of which forms a stop 110a for the lower edge F1 of the window pane F.

Über die federelastisch ausgebildeten seitlichen Stege 20a wird das bogenförmige Querverbindungselement 21a gegen die zugeordnete Oberfläche der Fensterscheibe F gedrückt, wobei auch der am Querverbindungselement 21a angeformte Rasthaken 210a im Eingriff mit der (nicht dargestellten) Montageöffnung in der Fensterscheibe F gehalten wird. Um die Fensterscheibe F mit dem Schienengleiter zu verbinden, wird die Fensterscheibe F mit ihrer Unterkante F1 auf die geneigte Einführungskeilfläche 2100a gedrückt, wobei die Scheibe F unter Abstützung am Schenkel 100a die elastisch deformierbaren seitlichen Stege 20a soweit nach außen drückt, bis sich der Rasthaken 210a auf des Oberfläche der Scheibe F abstützt. Beim Erreichen der Montageöffnung in der Fensterscheibe F greift der Rasthaken 210a ein.The arcuate cross-connection element 21a is pressed against the associated surface of the window pane F via the spring-elastic lateral webs 20a, with the locking hook 210a formed on the cross-connection element 21a also being held in engagement with the assembly opening (not shown) in the window pane F. In order to connect the window pane F to the rail slider, the window pane F is pressed with its lower edge F1 onto the inclined insertion wedge surface 2100a, with the pane F, supported on the leg 100a, pressing the elastically deformable lateral webs 20a outwards until the latching hook 210a rests on the surface of the disc F. When the assembly opening in the window pane F is reached, the latching hook 210a engages.

Zur Lösung der erfindungsgemäßen Aufgabe, nämlich die mechanische Belastbarkeit unter Beibehaltung einer guten Montierbarkeit zu erhöhen bei gleichzeitiger Reduzierung des Materialbedarfs, sind folgende geometrische Relationen einzuhalten:

  • Das Verhältnis der lichten Weite Z2a zwischen den inneren Flächen der seitlichen Stege 20a des Haltebügels 2a und des Abstandes Z1a zwischen der Anschlagsfläche 110a der unteren Kante F1 der Fensterscheibe F einerseits und der Anschlagsfläche 210'a des Rasthakens 210a andererseits soll höchstens den Wert Z2a/Z1a ≤ 1,2 annehmen; vorzugsweise ist dieser Wert kleiner als 1,0.
  • Gemäß dem gewählten Ausführungsbeispiel nimmt das Verhältnis zwischen der lichten Weite Z2a zwischen den inneren Flächen der seitlichen Stege 20a des Haltebügels 2a und der Hebellänge Z3a der basisseitigen virtuellen Schwenkachse S4 des Haltebügels 2a einerseits und der Anschlagsfläche 210'a des Rasthakens 210a andererseits höchstens den Wert Z2a/Z3a ≤ 0,5 an. Diese Relation kann aber auch alternativ zur voranstehenden Relation Z2a/Z1a zur Anwendung kommen.
In order to achieve the object of the invention, namely to increase the mechanical load-bearing capacity while maintaining good assembly capability while at the same time reducing the material requirement, the following geometric relationships must be observed:
  • The ratio of the clear width Z2a between the inner surfaces of the lateral webs 20a of the retaining bracket 2a and the distance Z1a between the stop surface 110a of the lower edge F1 of the window pane F on the one hand and the stop surface 210'a of the latching hook 210a on the other hand should not exceed the value Z2a/Z1a assume ≤ 1.2; preferably this value is less than 1.0.
  • According to the selected exemplary embodiment, the ratio between the clear width Z2a between the inner surfaces of the lateral webs 20a of the retaining bracket 2a and the lever length Z3a of the base-side virtual pivot axis S4 of the retaining bracket 2a on the one hand and the stop surface 210'a of the latching hook 210a on the other hand has a maximum value of Z2a /Z3a ≤ 0.5 on. However, this relation can also be used as an alternative to the above relation Z2a/Z1a.

Unter der basisseitigen virtuellen Schwenkachse S4 des Haltebügels 2a wird keine exakt zu verortende Achse verstanden, sondern eine Achse, die sich bei einer elastischen Deformation der seitlichen Stege 20a im Bereich der Anbindung dieser Stege 20a an die Basis 10a des Schienengleiters resultieren ergibt.The base-side virtual pivot axis S4 of the retaining bracket 2a is not understood to mean an axis to be precisely located, but an axis that results from an elastic deformation of the lateral webs 20a in the area of the connection of these webs 20a to the base 10a of the rail slider.

Das Querverbindungselement 21a des Haltebügels 2a ist im Wesentlichen derart bogenförmig ausgebildet, dass

  • ∘ der nach außen weisende und durch die Radien R1a, R2a, R3a zusammengesetzte Bogen keine geraden Segmente L1 aufweist, die länger als das 0,2-fache der über die äußeren Flächen der Stege 20a gemessen Breite Ba sind (also: L1/Ba ≤ 0,2); vorzugsweise ist dieser Wert kleiner als 0,1; und
  • ∘ der nach innen weisende, durch die Radien r1a, r2a, r3a zusammengesetzte Bogen keine geraden Segmente L2 aufweist, die länger als das 0,3-fache der Breite b1a der seitlichen Stege 20a sind (L2/b1a ≤ 0,3); vorzugsweise ist der Wert L2/b1a kleiner als 0,2.
The cross-connection element 21a of the headband 2a is essentially arc-shaped in such a way that
  • ∘ The arc pointing outwards and composed by the radii R1a, R2a, R3a has no straight segments L1 that are longer than 0.2 times the width Ba measured over the outer surfaces of the webs 20a (i.e.: L1/Ba ≤ 0.2); preferably this value is less than 0.1; and
  • ∘ the inward arc composed by the radii r1a, r2a, r3a does not have straight segments L2 longer than 0.3 times the width b1a of the lateral webs 20a (L2/b1a ≤ 0.3); preferably the value L2/b1a is less than 0.2.

Siehe hierzu auch die schematischen Darstellungen der Figuren 3a und 4a.See also the schematic representations of figures 3a and 4a .

Vergleicht man die voran beschriebenen erfindungsgemäßen geometrischen Proportionen mit den entsprechenden Proportionen des zum vorbekannten Stand der Technik gehörenden Schienengleiter gemäß den Figuren 2a, 3b und 4b, so stellt man fest, dass erhebliche qualitative und quantitative Unterschiede bestehen. Da die Bezugszeichen in strenger Analogie zu den für die Beschreibung der Figuren 1a - 1c, 3a und 4a verwendeten Bezugszeichen gewählt wurden, kann auf ein wiederholende Erläuterung des allgemeinen Aufbaus des Ausführungsbeispiels zum Stand der Technik verzichtet werden. Der Suffix "a" betrifft stets die Erfindung und der Suffix "b" steht für Bezugszeichen zur Ausführungsform aus dem Stand der Technik. Es wird also nur auf die wesentlichen Unterschiede eingegangen.Comparing the above-described geometric proportions according to the invention with the corresponding proportions of the prior art belonging to the rail slider according to the figures 2a , 3b and 4b , one finds that there are significant qualitative and quantitative differences. Since the reference numerals in strict analogy to those used for the description of Figures 1a - 1c , 3a and 4a reference numerals used have been chosen, a repetitive explanation of the general structure of the embodiment of the prior art can be omitted. The suffix "a" always refers to the invention and the suffix "b" stands for references to the prior art embodiment. So only the essential differences will be discussed.

Aus den schematischen Darstellungen der Figuren 3b und 4b zum Stand der Technik ist gut zu erkennen, dass das die seitlichen Stege 20b überbrückende Querverbindungselement 21b von geraden Abschnitten L1, L2 dominiert wird. Nur die randseitigen Übergangsbereiche zu den seitlichen Stegen 20b sind mit bogenförmigen Konturen ausgestattet. Das führt bei einer auf den Rasthaken 210b wirkenden Last aufgrund der herrschenden Hebelverhältnisse nicht nur zu einer Schwenkbewegung des Querverbindungselements 21b um die virtuelle Achse S2. Das begünstigt bei der gegebenen Dimensionierung auch eine Verwindung der elastisch ausgebildeten seitlichen Stege 20b (angedeutet durch die virtuelle Verwindungsachse S3), wodurch die Tendenz zum Schwenken bzw. Ausschwenken des Querverbindungselements 21b noch verstärkt wird. Infolge dessen steigt das Risiko, dass der Rasthaken 210b aus der Montageöffnung der Fensterscheibe herausrutscht.From the schematic representations of figures 3b and 4b In relation to the prior art, it is easy to see that the cross-connection element 21b bridging the lateral webs 20b is dominated by straight sections L1, L2. Only the edge-side transition areas to the lateral webs 20b are equipped with curved contours. When a load acts on the latching hook 210b, this not only leads to a pivoting movement of the cross-connection element 21b about the virtual axis S2 due to the prevailing lever conditions. With the given dimensioning, this also promotes twisting of the elastically designed lateral webs 20b (indicated by the virtual twisting axis S3), as a result of which the tendency for the cross-connection element 21b to swivel or swivel out is further increased. As a result, the risk of the latch hook 210b slipping out of the mounting hole of the window glass increases.

Der Eintrag und die Weiterleitung der Kräfte innerhalb des Schienengleiters wird aber auch durch die ungünstigen Verhältnisse der geraden Längen 20ba, 20bi der äußeren bzw. inneren Abschnitte der seitlichen Stege 20b im Vergleich zu den Höhen 21ba, 21bi der äußeren bzw. inneren bogenförmigen Abschnitte des Querverbindungselements 21b beeinflusst. Das Verhältnis liegt hier (also beim Stand der Technik) in der Größenordnung von ca. 20b/21b = 5 ... 8. Bei der erfindungsgemäßen Ausführung liegen diese Verhältnisse wegen der ausgeprägten bogenförmigen Kontur im Bereich von nur 2 ... 3.However, the entry and transmission of forces within the rail slider is also affected by the unfavorable ratios of the straight lengths 20ba, 20bi of the outer and inner sections of the lateral webs 20b compared to the heights 21ba, 21bi of the outer and inner arcuate sections of the cross-connection element 21b affected. The ratio here (i.e. in the prior art) is on the order of approx. 20b/21b=5...8. In the embodiment according to the invention, these ratios are in the range of only 2...3 because of the pronounced arcuate contour.

Für eine material- und raumsparende, zugleich aber auch gut tragfähige Konstruktion des Schiengleiters sollte die Breite b3a des mit der Basis 10a verbundener Sockels 11a höchstens halb so groß ist wie die über die äußeren Flächen der Stege 20a gemessen Breite Ba. Gleichzeitig sollte die lichte Weite b2a zwischen der nach außen weisenden Fläche des Sockels 11a und der nach innen weisenden Fläche des zugeordneten Steges 20a einerseits und der Breite b1a der Stege 20a höchstens den Wert 0,5 annimmt. Es verbleibt genügend Raum, um die Anschlagsfläche 110a für die untere Kante F1 der Fensterscheibe F am Sockel 11a auszubilden.For a material and space-saving, but at the same time good load-bearing construction of the rail slider, the width b3a of the base 11a connected to the base 10a should be at most half as large as the width Ba measured over the outer surfaces of the webs 20a. At the same time, the clear width b2a between the outward-pointing surface of the base 11a and the inward-pointing surface of the associated web 20a on the one hand and the width b1a of the webs 20a should have a maximum value of 0.5. Sufficient space remains to form the abutment surface 110a for the lower edge F1 of the window pane F on the base 11a.

Wie bereits ausgeführt, ist für die Leistungsfähigkeit der Erfindung besonders wesentlich, das Querverbindungselements 21a als bogenförmige Struktur auszubilden, wobei zumindest die innere Kontur zwischen dem Rasthaken 210a und den im Wesentlichen gerade verlaufenden Bereichen der seitlichen Stege 20a (also im Bereich der Radien r1a, r2a, r3a) bogenförmig ausgebildet ist. Vorzugsweise sind die bogenförmigen inneren und/oder äußeren Konturen des Querverbindungselements 21a im Wesentlichen parabelförmig ausgebildet oder entsprechen dem Verlauf einer anderen exponentiell mathematischen Funktion, wobei die Tangenten an den Enden der betreffenden Konturabschnitte im Wesentlichen orthogonal zueinander verlaufen. Das bedeutet letztlich, dass die eine Tangente an einem Ende der bogenförmigen Kontur (also im Bereich des Rasthakens 210a) im Wesentlichen orthogonal zur Verschieberichtung und die andere Tangente am anderen Ende der bogenförmigen Kontur (also am Übergang zum geraden Bereich des seitlichen Stegs 20a) im Wesentlichen parallel zur Verschieberichtung verläuft. Somit ergibt sich ein kontinuierlicher Kraftfluss ohne Kraftspitzen bis in die Basis 10a.As already explained, it is particularly important for the performance of the invention that the cross-connection element 21a is designed as an arcuate structure, with at least the inner contour between the latching hook 210a and the essentially straight regions of the lateral webs 20a (i.e. in the region of the radii r1a, r2a , r3a) is arcuate. The arcuate inner and/or outer contours of the cross-connection element 21a are preferably essentially parabolic or correspond to the course of another exponential mathematical function, the tangents at the ends of the relevant contour sections being essentially orthogonal to one another. Ultimately, this means that one tangent at one end of the arcuate contour (i.e. in the area of the latching hook 210a) is essentially orthogonal to the direction of displacement and the other tangent at the other end of the arcuate contour (i.e. at the transition to the straight area of the lateral web 20a) in the Substantially parallel to the direction of displacement. This results in a continuous flow of force without force peaks down to the base 10a.

Als eine Variante der Erfindung wird gesehen, die Konturabschnitte r1a, r2a, r3a bzw. R1a, R2a, R3a ganz oder teilweise aus polygonalen Abschnitten zusammenzusetzen, wobei die Winkel zwischen benachbarten Abschnitten des Polygonzugs nicht kleiner als 75 Grad sein sollen, vorzugsweise nicht kleiner als 80 Grad.As a variant of the invention, the contour sections r1a, r2a, r3a or R1a, R2a, R3a are composed entirely or partially of polygonal sections, with the angles between adjacent sections of the polygon being no less than 75 degrees, preferably no less than 80 degrees.

Typischerweise sind die Seitenwände der Stege 20a als Versteifungsrippen 201a, 202a ausgebildet sind, die über eine gemeinsame verbindende Seitenwand einen U-förmigen Querschnitt des Steges 20a bilden. Diese Versteifungsrippen 201a, 202a ändern im Bereich der Basis 10a ihre Richtung und laufen schließlich horizontal in die Versteifungsrippen 2010a, 2020a ein. Somit vereinigen sich die zum unteren Rand des Schienengleiters verlaufenden äußeren Versteifungsrippen 202a zu einer gemeinsamen Versteifungsrippe 2020a an der Basis 10a, während die inneren Versteifungsrippen über die Versteifungsrippen 2030a an der Basis in aufsteigende Versteifungsrippe 111a des Sockels 11a einlaufen.Typically, the side walls of the webs 20a are designed as stiffening ribs 201a, 202a, which form a U-shaped cross section of the web 20a via a common connecting side wall. These stiffening ribs 201a, 202a change their direction in the area of the base 10a and finally run horizontally into the stiffening ribs 2010a, 2020a. Thus, the outer stiffening ribs 202a running to the lower edge of the rail slider unite to form a common stiffening rib 2020a on the base 10a, while the inner stiffening ribs run over the stiffening ribs 2030a on the base into ascending stiffening ribs 111a of the base 11a.

Zur weiteren Verbesserung der mechanischen Belastbarkeit kann zwischen den randseitigen Versteifungsrippen 201a, 202a der Stege 20a zusätzlich wenigstens eine weitere Versteifungsrippe 203a angeordnet sein, wobei diese Versteifungsrippe 203a im Bereich der Basis 10a ebenfalls in eine horizontal verlaufende Versteifungsrippe (2030a) umgelenkt wird.To further improve the mechanical load-bearing capacity, at least one additional stiffening rib 203a can be arranged between the edge-side stiffening ribs 201a, 202a of the webs 20a, with this stiffening rib 203a also being deflected into a horizontally running stiffening rib (2030a) in the region of the base 10a.

Zur weiteren Stabilisierung des den Rasthaken 210a tragenden bogenförmigen Querverbindungselements 21a ist eine Mehrzahl von Querrippen 22a vorgesehen, so dass die Versteifungsrippen 201a, 202a, 203a der Stege 20a durch die Querrippen 22a netzartig verbunden sind. Die Querrippen 22a sollten in einem Winkel von 70 - 90 Grad auf den Anbindungsflächen der Versteifungsrippen 201a, 202a, 203a stehen. Die Dichte der Querrippen 22a im Bereich des bogenförmigen Querverbindungselements 21a ist deutlich höher als im geraden Bereich der Stege 20a, insbesondere ist die Dichte mehr als doppelt so hoch.A plurality of transverse ribs 22a are provided for further stabilization of the arcuate transverse connection element 21a carrying the latching hook 210a, so that the stiffening ribs 201a, 202a, 203a of the webs 20a are connected in a net-like manner by the transverse ribs 22a. The transverse ribs 22a should be at an angle of 70-90 degrees on the connecting surfaces of the stiffening ribs 201a, 202a, 203a. The density of the transverse ribs 22a in the area of the curved cross-connection element 21a is significantly higher than in the straight area of the webs 20a, in particular the density is more than twice as high.

BezugszeichenlisteReference List

1a, 1b1a, 1b
Grundkörperbody
10a, 10b10a, 10b
BasisBase
11a, 11b11a, 11b
Sockelbase
12a, 12b12a, 12b
Aussparungrecess
100a, 100b100a, 100b
Schenkel (seitens des Grundkörpers)leg (on the side of the body)
110a, 110b110a, 110b
Anschlag für Unterkante der FensterscheibeStop for the lower edge of the window pane
111a, 111b111a, 111b
Versteifungsrippe am SockelReinforcement rib on the base
112a, 112b112a, 112b
Spalt zur ScheibenaufnahmeGap for disc recording
2a, 2b2a, 2b
Haltebügelmounting bracket
20a, 20b20a, 20b
Seitliche StegeLateral webs
20aa, 20ba20aa, 20ba
Länge des geraden, vertikal verlaufenden äußeren Abschnitts des SchenkelsLength of the straight, vertical outer portion of the leg
20ai, 20bi20ai, 20bi
Länge des geraden, vertikal verlaufenden inneren Abschnitts des SchenkelsLength of the straight vertical inner portion of the leg
21a, 21b21a, 21b
Querverbindungselementcross connector
21aa, 21ba21aa, 21ba
Höhe des äußeren bogenförmigen Abschnitts des QuerverbindungselementsHeight of the outer arcuate section of the transverse connector
21ai, 21bi21ai, 21bi
Höhe des inneren bogenförmigen Abschnitts des QuerverbindungselementsElevation of the inner arcuate section of the transverse connector
22a, 22b22a, 22b
Querrippencross ribs
201a, 201b201a, 201b
Versteifungsrippestiffening rib
202a, 202b202a, 202b
Versteifungsrippestiffening rib
203a203a
Versteifungsrippestiffening rib
210a, 210b210a, 210b
Rasthakenlatch hook
210'a, 210'b210'a, 210'b
Kontur des RasthakensOutline of the snap hook
2010a, 2010b2010a, 2010b
Kurze Versteifungsrippe, basisseitigShort stiffening rib, base side
2020a, 2020b2020a, 2020b
Mittlere Versteifungsrippe, basisseitigCentral stiffening rib, base side
2030a2030a
Lange Versteifungsrippe, basisseitigLong stiffening rib, base side
2100a, 2100b2100a, 2100b
Einführungskeilflächelead-in wedge surface
Ba, Bbba, bb
Äußere Breiteouter width
b1a, b1bb1a, b1b
Breite der seitlichen StegeWidth of the side bars
b2a, b2bb2a, b2b
Lichte Weite zwischen Stege und SockelClear width between webs and base
b3a, b3bb3a, b3b
Breite des Sockelswidth of the base
Ff
Fensterscheibewindowpane
F1F1
Untere Kante der FensterscheibeLower edge of the window pane
L1L1
Länge eines geraden Abschnitts an äußerer KonturLength of a straight section on the outer contour
L2L2
Länge eines geraden Abschnitts an innerer KonturLength of a straight section on inner contour
R1a, R1bR1a, R1b
Radius eines Abschnitts an äußerer KonturRadius of a section on the outer contour
R2aR2a
Radius eines Abschnitts an äußerer KonturRadius of a section on the outer contour
R3aR3a
Radius eines Abschnitts an äußerer KonturRadius of a section on the outer contour
r1a, r1br1a, r1b
Radius eines Abschnitts an innerer KonturRadius of a section on inner contour
r2ar2a
Radius eines Abschnitts an innerer KonturRadius of a section on inner contour
r3ar3a
Radius eines Abschnitts an innerer KonturRadius of a section on inner contour
S1S1
Pseudo-SchwenkachsePseudo swivel axis
S2S2
Virtuelle Schwenkachse, rasthakenseitigVirtual swivel axis, locking hook side
S3S3
Virtuelle VerwindungsachseVirtual torsion axis
S4S4
Virtuelle Schwenkachse, basisseitigVirtual swivel axis, base side
Z1a, Z1bZ1a, Z1b
Abstandes zwischen Anschlagsflächendistance between stop surfaces
Z2a, Z2bZ2a, Z2b
lichten Weite zwischen den inneren Flächenclearance between the inner surfaces
Z3a, Z3bZ3a, Z3b
Hebelarmlängelever arm length

Claims (13)

  1. Rail slider for a cable window lifter of a motor vehicle with
    - a base body (1a) designed to be displaced along a guide rail of the cable window lifter in engagement with said guide rail,
    - a retaining bracket (2a), which is spring-elastically connected to the base body (1a) via a base (10a) and has a latching hook (210a) at its upper end, the latching hook (210a) being provided to engage in an existing latching opening in the window pane (F) and to be supported with an abutment surface (210'a) against the contour of the latching opening,
    - wherein the retaining bracket (2a) has two lateral webs (20a) and a transverse connecting element (21a) with the latching hook (210a), wherein the lateral webs (20a) of the retaining bracket (2a) are connected to the base (10a) of the base body,
    - wherein a base (11a) connected to the base (10a) is arranged within a clear width (Z2a) of the retaining bracket (2a), which base forms an abutment surface (110a) facing away from the base (10a) for a lower edge (F1) of the window pane (F),
    - wherein the ratio of the clear width (Z2a) between the inner surfaces of the lateral webs (20a) of the retaining bracket (2a) and the distance (Z1a) between the abutment surface (110a) of the lower edge (F1) of the window pane (F) on the one hand and the abutment surface (210'a) of the latching hook (210a) on the other hand assumes at most the value 1.2, and/or
    - wherein the ratio of the clear width (Z2a) between the inner surfaces of the lateral webs (20a) of the retaining bracket (2a) and the lever length (Z3a) between a base-side virtual pivot axis (S4) of the retaining bracket (2a), which results from an elastic deformation of the lateral webs (20a) in the region of the connection of said webs (20a) to the base (10a), on the one hand, and the abutment surface (210'a) of the latching hook (210a) on the other hand, assumes at most the value 0.5,
    characterized in
    that the transverse connecting element (21a) of the retaining bracket (2a) is substantially arc-shaped, such that an inwardly pointing arc composed by radii (r1a, r2a, r3a) has no straight segments (L2), which are longer than 0.3 times the width (b1a) of the lateral webs (20a).
  2. Rail slider according to claim 1, characterized in that the relations related to the retaining bracket (2a) assume the following values:
    - the ratio of the clear width (Z2a) between the inner surfaces of the lateral webs (20a) of the retaining bracket (2a) and the distance (Z1a) between the abutment surface (110a) of the lower edge (F1) of the window pane (F) on the one hand and the abutment surface (210'a) of the latching hook (210a) on the other hand assumes at most the value 1.0,
    - the ratio of the clear width (Z2a) between the inner surfaces of the lateral webs (20a) of the retaining bracket (2a) and the lever length (Z3a) between a base-side virtual pivot axis (S4) of the retaining bracket (2a) on the one hand and the abutment surface (210'a) of the latching hook (210a) on the other hand assumes at most the value 0.4, and
    - the ratio of the straight segments (L2) on the one hand and the width (b1a) of the lateral webs (20a) on the other hand assumes at most the value 0.3.
  3. Rail slider according to claim 1, characterized in that the transverse connecting element (21a) of the retaining bracket (2a) is substantially arc-shaped such that an outwardly facing arc composed by radii (R1a, R2a, R3a) has no straight segments (L1) longer than 0.2 times, preferably 0.1 times, the width (Ba) measured across the outer surfaces of the webs (20a).
  4. Rail slider according to at least one of the preceding claims, characterized in that the width (b3a) of the base (11a) connected to the base (10a) and forming the abutment surface (110a) for the lower edge (F1) of the window pane (F) is at most half the width (Ba) measured over the outer surfaces of the webs (20a).
  5. Rail slider according to at least one of the preceding claims, characterized in that the clear width (b2a) between the outwardly facing surface of the base (11a) and the inwardly facing surface of the associated web (20a), on the one hand, and the width (b1a) of the webs (20a), on the other hand, assumes at most the value 0.5.
  6. Rail slider according to at least one of the preceding claims, characterized in that the arc-shaped inner and/or outer contours of the transverse connecting element (21a) substantially correspond to a parabola or other exponential mathematical function, the tangents at the ends of the respective contour sections being substantially orthogonal to each other.
  7. Rail slider according to claim 6, characterized in that the contour sections are wholly or partly composed of polygonal sections, the angles between adjacent sections of the polygon being not less than 75 degrees, preferably not less than 80 degrees.
  8. Rail slider of claim 6, characterized in that one tangent at one end of the arc-shaped contour is substantially orthogonal to the direction of displacement and the other tangent at the other end of the arc-shaped contour is substantially parallel to the direction of displacement.
  9. Rail slider according to at least one of the preceding claims, characterized in that the side walls of the webs (20a) are formed as reinforcement ribs (201a, 202a), which are connected to each other via reinforcement ribs (2010a, 2020a) of the base (10a).
  10. Rail slider according to claim 9, characterized in that at least one further reinforcement rib (203a) is additionally arranged between the edge-side reinforcement ribs (201a, 202a) of the webs (20a), this reinforcement rib (203a) being deflected in the region of the base (10a) into a horizontally extending reinforcement rib (2030a).
  11. Rail slider according to claims 9 and 10, characterized in that the edge reinforcement ribs (2010a, 2020a) merge over the base (10a) and the inner reinforcement ribs (2030a) merge into an ascending reinforcement rib (111a) of the base (11a).
  12. Rail slider according to at least one of claims 9 to 11, characterized in that the reinforcement ribs (201a, 202a, 203a) of the webs (20a) are connected by a plurality of transverse ribs (22a), which are at an angle of 70-90 degrees on the connecting surfaces of the reinforcement ribs (201a, 202a, 203a).
  13. Rail slider according to claim 12, characterized in that the density of the transverse ribs (22a) in the region of the arc-shaped transverse connecting element (21a) is significantly higher, in particular more than twice as high, as in the straight region of the webs (20a).
EP17822260.0A 2016-12-19 2017-12-19 Rail slider for a cable-type window lifter of a motor vehicle Active EP3555400B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202016107095.3U DE202016107095U1 (en) 2016-12-19 2016-12-19 Rail slider for a cable window lifter of a motor vehicle
PCT/EP2017/083474 WO2018114904A1 (en) 2016-12-19 2017-12-19 Rail slider for a cable-type window lifter of a motor vehicle

Publications (2)

Publication Number Publication Date
EP3555400A1 EP3555400A1 (en) 2019-10-23
EP3555400B1 true EP3555400B1 (en) 2022-09-07

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP17822260.0A Active EP3555400B1 (en) 2016-12-19 2017-12-19 Rail slider for a cable-type window lifter of a motor vehicle

Country Status (6)

Country Link
US (1) US11118390B2 (en)
EP (1) EP3555400B1 (en)
CN (1) CN110088421B (en)
DE (1) DE202016107095U1 (en)
MA (1) MA48716A (en)
WO (1) WO2018114904A1 (en)

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Also Published As

Publication number Publication date
CN110088421B (en) 2021-03-16
DE202016107095U1 (en) 2018-03-21
EP3555400A1 (en) 2019-10-23
US20200386027A1 (en) 2020-12-10
US11118390B2 (en) 2021-09-14
MA48716A (en) 2020-04-08
WO2018114904A1 (en) 2018-06-28
CN110088421A (en) 2019-08-02

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