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 PDFInfo
- 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
- Authority
- 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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- 230000002787 reinforcement Effects 0.000 claims description 12
- 238000006073 displacement reaction Methods 0.000 claims description 6
- 230000005489 elastic deformation Effects 0.000 claims description 3
- 238000007620 mathematical function Methods 0.000 claims description 3
- 230000001174 ascending effect Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 description 8
- 238000002844 melting Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000001746 injection moulding Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000005357 flat glass Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000003252 repetitive effect Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05F—DEVICES FOR MOVING WINGS INTO OPEN OR CLOSED POSITION; CHECKS FOR WINGS; WING FITTINGS NOT OTHERWISE PROVIDED FOR, CONCERNED WITH THE FUNCTIONING OF THE WING
- E05F11/00—Man-operated mechanisms for operating wings, including those which also operate the fastening
- E05F11/38—Man-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
- E05F11/382—Man-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
- E05F11/385—Fixing of window glass to the carrier of the operating mechanism
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- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05F—DEVICES FOR MOVING WINGS INTO OPEN OR CLOSED POSITION; CHECKS FOR WINGS; WING FITTINGS NOT OTHERWISE PROVIDED FOR, CONCERNED WITH THE FUNCTIONING OF THE WING
- E05F11/00—Man-operated mechanisms for operating wings, including those which also operate the fastening
- E05F11/38—Man-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
- E05F11/48—Man-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
- E05F11/481—Man-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
- E05F11/483—Man-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
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- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05F—DEVICES FOR MOVING WINGS INTO OPEN OR CLOSED POSITION; CHECKS FOR WINGS; WING FITTINGS NOT OTHERWISE PROVIDED FOR, CONCERNED WITH THE FUNCTIONING OF THE WING
- E05F11/00—Man-operated mechanisms for operating wings, including those which also operate the fastening
- E05F11/38—Man-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
- E05F11/382—Man-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
- E05F11/385—Fixing of window glass to the carrier of the operating mechanism
- E05F2011/387—Fixing of window glass to the carrier of the operating mechanism using arrangements in the window glass, e.g. holes
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- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05Y—INDEXING 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
- E05Y2900/00—Application of doors, windows, wings or fittings thereof
- E05Y2900/50—Application of doors, windows, wings or fittings thereof for vehicles
- E05Y2900/53—Type of wing
- E05Y2900/55—Windows
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
Aus
Die
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.
- ∘ 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.
- ∘ 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.
- 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
Ähnliches gilt für die Beschreibung des vorbekannten Standes der Technik, der in verschiedenen Ansichten in den
Die
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
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 desHaltebügels 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.
- The ratio of the clear width Z2a between the inner surfaces of the
lateral webs 20a of the retainingbracket 2a and the distance Z1a between thestop surface 110a of the lower edge F1 of the window pane F on the one hand and the stop surface 210'a of thelatching 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 retainingbracket 2a and the lever length Z3a of the base-side virtual pivot axis S4 of the retainingbracket 2a on the one hand and the stop surface 210'a of thelatching 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
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 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
Vergleicht man die voran beschriebenen erfindungsgemäßen geometrischen Proportionen mit den entsprechenden Proportionen des zum vorbekannten Stand der Technik gehörenden Schienengleiter gemäß den
Aus den schematischen Darstellungen der
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
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
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
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
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
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
- 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)
- 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). - 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.
- 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).
- 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).
- 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.
- 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.
- 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.
- 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.
- 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).
- 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).
- 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).
- 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).
- 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).
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
ID=60857069
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) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102018204432A1 (en) * | 2018-03-22 | 2019-09-26 | Brose Fahrzeugteile Gmbh & Co. Kommanditgesellschaft, Bamberg | Carrier for a vehicle window lifter |
US11499361B2 (en) | 2019-02-05 | 2022-11-15 | Magna Closures Inc. | Lightweight lifter plate assembly for vehicle window |
DE102020200907A1 (en) | 2020-01-27 | 2021-07-29 | Brose Fahrzeugteile Se & Co. Kommanditgesellschaft, Bamberg | Tensioning device and cable window lifter with such a tensioning device |
DE102021209737A1 (en) * | 2021-09-03 | 2023-03-09 | Brose Fahrzeugteile Se & Co. Kommanditgesellschaft, Bamberg | Window regulator assembly and driver for a window pane |
Family Cites Families (24)
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IT1182481B (en) | 1985-07-02 | 1987-10-05 | Iveco Fiat | SLIDING CRYSTAL BRACKET GROUP FOR A VEHICLE DOOR |
DE4423440B4 (en) | 1993-08-02 | 2004-07-22 | Brose Fahrzeugteile Gmbh & Co. Kommanditgesellschaft, Coburg | Device for fastening a window pane of a motor vehicle to the guide device of a window lifter |
JP3273690B2 (en) * | 1994-03-24 | 2002-04-08 | 株式会社ニフコ | Glass holder |
DE29503036U1 (en) * | 1995-02-23 | 1995-04-20 | Brose Fahrzeugteile Gmbh & Co Kg, 96450 Coburg | Device for connecting a window pane to a window regulator |
JP3355863B2 (en) * | 1995-04-20 | 2002-12-09 | 株式会社ニフコ | Glass holder and method for mounting window glass using the glass holder |
JPH09323542A (en) * | 1996-06-07 | 1997-12-16 | Nifco Inc | Glass holder |
DE20202551U1 (en) * | 2002-02-19 | 2002-06-27 | Brose Fahrzeugteile GmbH & Co. KG, Coburg, 96450 Coburg | Carrier for receiving a window pane adjustable by means of a motor vehicle window lifter |
ES1055444Y (en) * | 2003-08-26 | 2004-03-01 | Castellon Melchor Daumal | GRIPPER FOR CRYSTALS IN ELEVALUNAS DE AUTOMOVILES. |
US20070006533A1 (en) * | 2005-07-11 | 2007-01-11 | Faurecia Interior Systems U.S.A., Inc. | Vehicle window lift plate |
US20090193718A1 (en) * | 2006-06-06 | 2009-08-06 | Tudora Spiridon-Sorin S | Snap-in Lifter Plate |
US20080244981A1 (en) * | 2007-04-09 | 2008-10-09 | Hi-Lex Controls, Inc. | Window clamp assembly for window regulator |
DE102007054406B4 (en) * | 2007-11-13 | 2014-07-24 | Daimler Ag | Driver for a window of a motor vehicle |
US20100088964A1 (en) * | 2008-10-10 | 2010-04-15 | Gm Global Technology Operations, Inc. | Snap-in glass retention for a vehicle door |
US8146293B2 (en) * | 2009-06-16 | 2012-04-03 | Gm Global Technology Operations, Llc | Double acting snap-in glass retention for a vehicle door |
DE102009033466B4 (en) | 2009-07-10 | 2015-10-08 | Brose Fahrzeugteile Gmbh & Co. Kommanditgesellschaft, Coburg | Driver for an adjustment, adjustment and method for mounting an adjustment |
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DE202012101871U1 (en) | 2012-01-02 | 2013-04-04 | Brose Fahrzeugteile Gmbh & Co. Kommanditgesellschaft, Hallstadt | Window regulator assembly with theft protection |
CN202718517U (en) * | 2012-08-09 | 2013-02-06 | 上海通用汽车有限公司 | Bracket of automobile window rocking machine |
DE102014204361A1 (en) | 2014-03-10 | 2015-09-10 | Brose Fahrzeugteile Gmbh & Co. Kg, Hallstadt | Method for producing a driver for a window regulator device |
DE102014205548A1 (en) * | 2014-03-25 | 2015-10-01 | Volkswagen Aktiengesellschaft | Carrier for a sliding window pane, window pane arrangement |
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CN204552412U (en) * | 2015-03-23 | 2015-08-12 | 长春海德世汽车拉索有限公司 | The mounting structure of a kind of glass-frame riser bracket and glass |
US9822571B2 (en) * | 2016-02-19 | 2017-11-21 | Hi-Lex Controls Inc. | Window clamp and assembly for window regulator |
DE102018200925A1 (en) * | 2018-01-22 | 2019-07-25 | Brose Fahrzeugteile Gmbh & Co. Kommanditgesellschaft, Bamberg | Carrier with swiveling clamping part and mounting method |
-
2016
- 2016-12-19 DE DE202016107095.3U patent/DE202016107095U1/en active Active
-
2017
- 2017-12-19 WO PCT/EP2017/083474 patent/WO2018114904A1/en active Application Filing
- 2017-12-19 MA MA048716A patent/MA48716A/en unknown
- 2017-12-19 US US16/471,236 patent/US11118390B2/en active Active
- 2017-12-19 EP EP17822260.0A patent/EP3555400B1/en active Active
- 2017-12-19 CN CN201780078240.5A patent/CN110088421B/en active Active
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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