EP1785575B1 - Connecteur - Google Patents
Connecteur Download PDFInfo
- Publication number
- EP1785575B1 EP1785575B1 EP06021906A EP06021906A EP1785575B1 EP 1785575 B1 EP1785575 B1 EP 1785575B1 EP 06021906 A EP06021906 A EP 06021906A EP 06021906 A EP06021906 A EP 06021906A EP 1785575 B1 EP1785575 B1 EP 1785575B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plug connector
- connector according
- offset
- wall
- bridge
- 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.)
- Active
Links
- 230000007704 transition Effects 0.000 claims description 13
- 125000006850 spacer group Chemical group 0.000 claims description 10
- 239000011521 glass Substances 0.000 claims description 7
- 210000002816 gill Anatomy 0.000 description 18
- 230000014759 maintenance of location Effects 0.000 description 11
- 230000000694 effects Effects 0.000 description 10
- 239000011324 bead Substances 0.000 description 7
- 230000008901 benefit Effects 0.000 description 5
- 230000002349 favourable effect Effects 0.000 description 5
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 229910052751 metal Inorganic materials 0.000 description 5
- 239000002184 metal Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000007423 decrease Effects 0.000 description 3
- 239000011152 fibreglass Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 208000000260 Warts Diseases 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 239000002274 desiccant Substances 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 201000010153 skin papilloma Diseases 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 206010000496 acne Diseases 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000004049 embossing Methods 0.000 description 1
- -1 for example Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000001404 mediated effect Effects 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/66—Units comprising two or more parallel glass or like panes permanently secured together
- E06B3/663—Elements for spacing panes
- E06B3/667—Connectors therefor
Definitions
- the invention relates to a connector for hollow profiles of spacer frame or rungs of insulating glass with the features in the preamble of the main claim.
- Such a connector for hollow profiles of spacer frame of insulating glass is from the WO 2005/040538 Al known. It has an omega shape in cross section and has a central web and two adjoining side webs, which have at the free edge a plurality of bevelled retaining lugs which extend in the direction of Thisstegwandung and lie in alignment with each other.
- the EP 0 283 689 shows a cross-sectionally U-shaped connector for spacer frame of insulating glass panes, which has a plurality of obliquely exhibited retaining tabs at the free edge of its side webs.
- the connector is designed as a straight connector or as a corner bracket for spacer frame of insulating glass and has a substantially U-shaped cross-section with a transverse wall and two edge side walls.
- the connector has a plurality of retaining elements, which are designed in the form of spring lugs and protrude laterally from the transverse and side walls.
- Such relatively stiff spring lugs provide a very good support of the connector in the hollow section.
- they are not ergonomically optimal in manual handling.
- the Tolerance absorption in lateral direction and height direction can be improved.
- thin-walled hollow profiles can result in problems with undesirable wall deformations.
- the DE 203 04 330 U1 is concerned with another two-part connector in which a rigid connector part made of plastic or cast metal is inserted into a shell-like second connector part made of metal, wherein the shell-like connector part at the free edge of the side webs shows a plurality of obliquely exhibited retaining elements.
- the invention solves this problem with the features in the main claim.
- the arrangement of retaining elements on the free edge of the side bars or side walls, which extend substantially in extension of the web wall, has the advantage of a particularly good retention effect, which also occurs at particularly favorable locations of the hollow sections, where the latter also have a relatively high dimensional stability.
- a lateral offset of the retaining elements whereby the engagement effect and the number of engagement points or engagement tracks is increased.
- obliquely issued retaining elements or gills can be present laterally from substantially straight-edged retaining elements or gills, which are also preferably located in the region of the free side edge margins.
- the retention effect and multi-track favoring height offset can be present.
- the at least partially forming the Sostegwandung as a spring element has the advantage that results in a larger and better spring action than in the previously used small gills or Federnasen.
- the wall itself forms the spring element.
- the connector can absorb even better hollow profile tolerances in the lateral direction and height direction.
- the design of the spring elements as at least partially isolated spring bridges.
- the spring bridges can independently deform elastically and tolerances.
- the release is carried out by substantially upright, lateral free cuts on the bridge edges, wherein the free cuts may have different lengths, which leads to different spring properties and in particular spring stiffness of the various spring bridges.
- the spring bridges located on the end faces may have softer springs than the spring bridges leading to the middle.
- the The isstegwandung may be substantially flat or straight, the spring elements or spring bridges can spring especially in the transverse direction or lateral direction.
- the spring bridges receive an L-shape.
- an elasticity of the angled spring bridge can also be achieved in height or vertical.
- the upright bridge wall may extend substantially vertically. It may alternatively be placed obliquely outward to produce a resilient bias.
- various retaining elements may be arranged, e.g. are designed as sawteeth, obliquely issued gills or the like. Additional height compensation measures may be taken on the horizontal bridge wall areas, e.g. by wart-like projections.
- the retaining elements can be formed rigid, with their resilient deflection and a resilient pressing and retaining force is made possible by the spring bridges or other resilient clamping elements.
- the L-shape of the spring bridges can vary.
- the return or offset of the upright bridge walls may be different.
- the upright bridge walls can hereby be aligned parallel or obliquely to the connector longitudinal axis, wherein mixing arrangements are possible.
- different offset shapes or offset lines can be formed with a staircase-like or arcuate course.
- the offsets can have different effects. On the one hand results for the retaining elements on the spring bridges a lateral path offset, whereby the retention effect is improved and increased.
- the retaining elements run when inserting the connector in the hollow sections in different tracks.
- the strength of the retention effect can be changed, which can also be combined with a change in the spring stiffness of the spring bridges. This makes it possible to change the resistance when inserting the connector into the hollow profiles depending on the immersion depth.
- variable offsets which preferably admit to the end faces of the connector
- the upright bridge walls adjoining the end face have a lateral distance to the side walls of the hollow profile, whereby the distance to the center decreases, so that only in the central area located spring bridges come with their upright bridge walls in abutting contact with the profile side walls and develop an additional lateral restraining force.
- the elastic clamping elements shown in another embodiment are particularly advantageous for receiving height tolerances and / or lateral tolerances of the hollow profiles. Due to the elastic flexibility of the clamping bars and larger tolerances can be added.
- the elastic compliance and clamping function of the clamping webs can be reinforced by a possible web curvature, which is aligned in extension of the side wall and / or transversely thereto.
- the clamping and retaining function can be further improved by tooth or wedge-like protruding retaining elements on the free terminal web page.
- a lateral curvature and / or an entangled Arrangement or orientation of these retaining elements ensures a lateral offset of their points of attack on the hollow profile wall and for improved retention.
- the claimed connector is suitable for all types of hollow profiles in the insulating glass. Particular advantages exist for thin-walled and correspondingly unstable hollow profiles, as they are e.g. be increasingly used as steel or stainless steel profiles for spacers. Advantages also arise for hollow profiles made of glass fiber reinforced plastics. Such hollow profiles are sensitive to stress and bending. By spring bridges or elastic clamping elements unwanted deformations and punctiform pressure loads of the profile wall can be avoided.
- the elastic clamping elements provide large spring travel and also accommodate greater tolerances of the hollow profiles, as e.g. may occur in glass fiber reinforced plastic profiles.
- the clamping elements arranged on the edge side in preferably two longitudinal rows can engage at corner regions of the hollow profiles at the transition between side walls or shoulders and roof area.
- the shoulder height of metallic hollow profiles is subject to the smallest tolerances at these areas.
- here is the greatest mechanical stability of the hollow profile.
- the clamping webs which have been cut free by means of an opening also have to be used with mechanically stiffer connecting materials, such as, for example, Steel or other metals, the desired springy compliance.
- the arcuate retaining elements can be optimally adjusted to the existing tolerance situation on the hollow profile. For this purpose, it is convenient to make the height difference between the peak height of the clamping webs and the basic height of the intermediate webs greater than the maximum height tolerance of the hollow profiles at the point of attack. As a result, a resilient engagement and aganneinwelt the connector is given at this point of attack in each case of tolerance.
- the bent clamping bars can be pressed down when inserting the connector and deformed into the underlying opening, where they can be lowered with their apex to the ground.
- the invention relates to a connector (1) for hollow sections (2) of spacer frames, rungs or the like .
- the connector (1) is adapted in its cross-sectional shape to the cross-sectional shape of the hollow sections (2) and has, for example, a substantially U-shaped cross-section, formed by a central web (5) or a transverse wall (104) and two side bars (6) or side walls (106,107) becomes.
- the connector (1) may have a box-like cross-sectional shape with two transverse walls or central webs.
- the central web (5) may have slot-like or other openings (26) for staples or the like.
- the connector (1) may be open and allow a flow of desiccant in the spacer frame.
- the end faces (25) may be closed for a granulate stop.
- the hollow profile (2) may have a substantially rectangular cross-section with a bottom region (4) facing the inside of the spacer frame.
- This bottom region (4) can be substantially planar. Alternatively, it may have a transverse ribbing.
- one or more longitudinal rows of perforations may be present on the bottom region (4), which produce a diffusion bond between a granulated drying agent (not shown) located in the hollow profile (2) and the interior of the insulating glass pane.
- On the bottom area (4) close on both sides substantially vertical and parallel side walls (32), which merge at the upper edge in an obliquely inwardly inclined or curved shoulder (34).
- the shoulders (34) in turn connect to the turn horizontal and the outside of the frame facing roof area (3).
- a corner region (33) is formed.
- the plug connectors (1) preferably engage with the retaining elements (9, 31, 43) described below.
- shoulder height hp The height distance between the transition of the side wall (32) in the shoulder (34) and the bottom portion (4) is referred to as shoulder height hp.
- this profile point at the transition or at the corner area (33) is the area with the greatest mechanical strength or dimensional stability and the least height tolerance tolerance.
- the connector (1) may consist of any suitable material. In the embodiments shown, it consists of metal, in particular a steel sheet and is formed as a stamped and bent part. Alternatively, it may be made of plastic and be a molded part or casting. The embodiment as a cast metal, such. Alloy, is possible. In addition, the connector (1) consist of composite materials.
- the retaining elements (9,143) have a mutual lateral offset (23,150), which is aligned substantially transversely to the longitudinal axis (24,122) and the wall plane of the side webs (6) or side walls (106,107) of the connector (1).
- the lateral offset (23,150) has the consequence that the retaining elements (9,143) next to each other and at different locations or multi-track attack the inner wall of the hollow profiles (2), whereby the retention is improved.
- the lateral offset (23, 150) can be designed differently and can be achieved in different ways.
- the exemplary embodiments described below indicate different possible variations for this purpose.
- the retaining elements (9, 143) may be e.g. be laterally offset from each other at the free edges (19,108) to be arranged. They may alternatively or additionally have a mutual entanglement (150) due to different inclinations.
- the side webs (6) or side walls (106, 107) may have a mutually laterally offset position and / or shape (28, 29, 152, 155), whereby the retaining elements (9, 143) receive said lateral offset (23).
- the side bars (6) or side walls (106, 107) may also deform when the hollow sections (2) are fitted, e.g. in operative association with a center stop (7, 123), thereby changing its position and / or orientation, which may also result in a lateral offset (23, 150) of the retaining elements (9, 143).
- side bars (6) or side walls (106, 107) may include laterally deployed retaining elements (31), e.g. in the form of so-called triangular gills, which engage on the side wall (32) and / or the shoulder (34) of the hollow profiles (2).
- the gills (31) may also be located at the free edges (19, 108).
- the retaining elements (9, 31, 433) may have a deformation-resistant shape, e.g. have a tooth, wedge or gill shape.
- a favorable for attaching the hollow sections (2) and tolerance tolerance spring elasticity is created by a resilient design of the side bars (6) or side walls (7.06, 107).
- the connector (1) has a hammerhead-like cross-sectional shape with angled side walls (6) together with bulges (15), which corresponds to the hammer head cross-sectional shape of the hollow profiles (2).
- the bends of the side webs (6) can be rounded more strongly, so that a curved ⁇ -like cross-sectional shape results.
- FIG. 4 shows this design in a cross section.
- the side bar (6) is angled twice by about 90 °, whereby in the lower web wall area a lateral and outward bulge (15) is formed. Above the bulge (15) jumps the side bar (6) back to vexbinderinnenseits and protrudes after a further bend substantially upright.
- the upper edge or free edge (19) of the side webs (6) is directed in the installation position shown, for example, against the roof region (3) of the hollow profile (2) and comes into contact with this.
- the free edge (19) can be directed, in particular, into the edge-side corner area (33) between the horizontal roof area (3) and the adjoining shoulder (34) or side wall of the hollow profile (2) and also come into contact there with the side wall.
- the central web (5) rests on the bottom region (4) of the hollow profile (2).
- the bulge (15) is positively fitted into a recess of the angled in this area side wall (2) or shoulder (34) of the hollow profile (2) and guided with positive engagement.
- the side web (6) can have substantially straight and flat wall sections.
- the wall of the side webs (6) is in the embodiments of FIGS. 1 to 19 at least partially formed as a spring element (10).
- the spring elements (10) are designed as spring bridges (11) which are at least partially exposed in the side web wall.
- the spring bridges (11) are set free in a crenellated manner by essentially upright, two-sided lateral cutouts (16, 17, 18) and are distanced from one another in the connector longitudinal direction (24).
- the cuts or cutouts (16,17,18) extend from the free edge (19) of the tostegwandung into the foot area (20) of the upright bridge wall (13).
- the preferably parallel cutouts (16, 17, 18) are designed as narrow and essentially straight slots or recesses.
- the slot width is substantially smaller than the width of the spring elements (10) or spring bridges (11) formed between the cutouts (16, 17, 18).
- the connector (1) may have substantially straight or even side webs (6).
- the web wall forms the upright bridge wall (13), wherein the free cuts (16,17,18) extend into the foot area formed at the transition between the central web (5) and the side web (6).
- a bending line extending along the connector axis (24) is formed between the free-cutting ends, about which the free-cut wall regions and spring elements can pivot resiliently with lateral deflection.
- the spring bridges (11) have in cross-section substantially an angled L-shape with a horizontal bridge wall (12) and an upright bridge wall (13).
- the upright bridge wall (13) can be aligned substantially vertically or perpendicular to the central web (5). It can alternatively be tilted and aligned obliquely outwards. FIG. 13 shows this particularly strong.
- the horizontal bridge wall (12) is aligned substantially parallel to the central web (5).
- the cutouts (16, 17, 18) extend at least as far as the transition point (21) or bend, where the lying bridge wall (12) merges into the upstanding bridge wall (13).
- the cutouts (16, 17, 18) can also have a greater length and extend beyond the transition point (21) into the lying bridge wall (12).
- the incisions (16, 17, 18) extend as far as the outside (30) of the bulge (15) or of the side web (6).
- the length of the free cuts (16,17,18) determines the spring characteristics of the spring bridge (11). In the case of a free cut (16, 17, 18) extending to the transition point (21), essentially only the upright web wall (13) with a lateral movement component springs. If the free cuts (16,17,18) extend into the horizontal side wall (12) and in extreme cases to the outside (30), also the horizontal side wall (12) springs and can accommodate height tolerances of the hollow profiles (2).
- the upright bridge walls (13) preferably have a planar shape. They can alternatively be curved. At its upper or free edge (19), they have one or more retaining elements (9). These may, for example, have the form of teeth, in particular of saw teeth, which are intended for Connector center towards steeper and to the end faces (25) fall off shallow and form by this shape a particularly good support in the hollow profile (2).
- the teeth protrude in extension of the upright bridge wall (13) substantially upwards. You have an ergonomic favorable and avoid injury in handling wedge shape with rising sides on both sides of the tooth tip flanks, and preferably a small height at the tooth tip of a few 1/10 mm.
- the retaining elements (9) can here be laterally offset or entangled.
- the retaining elements (9) are alternately inclined obliquely inwards and outwards with respect to the lateral slope, as for example the embodiment of FIG. 22 shows.
- one or more retaining elements (31) or teeth such as gills may be bent obliquely outwardly to clampingly engage the side wall (2) and / or shoulder (34) of the hollow sections (2).
- These gills are preferably arranged at the edges or corners of the upright bridge walls (13) facing the connector center.
- the connector (1) may have one or more center stops (7), which may be formed in any manner.
- FIG. 2 shows an exemplary embodiment as an enlargement of the section II of FIG. 1 ,
- the center stop (7) is arranged here in the spring bridge area and is formed by the arranged on both sides of the center line upright bridge walls (13).
- Spring tabs (123) cut open and diagonally exposed.
- dome-like forms (8) present which are curved outwards and may have a wedge shape, wherein the embossing height increases towards the center line.
- the characteristics (8) are on both sides and in pairs opposite each other arranged. Alternatively, a diagonal offset is possible.
- the forms (8) can extend over the full length or over a partial area of the upright bridge wall (13).
- the forms are replaced by laterally obliquely issued in the insertion direction rigid gills (31).
- the connector (1) may have further retaining elements or tolerance compensation elements.
- elements for height compensation (22) may be arranged, e.g. are formed as upstanding pimples, warts or the like.
- FIGS. 6 to 9 For the arrangement of the upright bridge walls (13), there are various design options that in the variants of Figure 1 to 5 .
- FIGS. 6 to 9 and FIGS. 10 to 14 and FIGS. 15 to 19 are shown.
- the flat and plate-shaped upright bridge walls (13) are all aligned parallel to the longitudinal axis (24) of the connector (1) and thereby arranged in a line one behind the other.
- the upright bridge walls (13) can be mutually the same length in the direction of the axis (24).
- the lengths may alternatively be different, with, for example, the length decreasing from the transverse centerline to the end faces (25).
- the shape of the cutouts can be the same or different.
- the free cuts (16) at the center line and the next free cuts (16) are, for example, the same size.
- the following free cuts (17) have a greater incision depth.
- the incision depth is even greater and extends almost to the outside (30).
- Due to the different cutting depths of the limited spring bridges (11) have a different spring behavior.
- the spring stiffness of the spring bridges (11), in particular in the height direction, increases from the end faces (25) towards the connector center. When pushing the hollow profile (2) initially comes with the bending soft spring bridges (11) in contact and finds a relatively low resistance. As the insertion depth increases, the spring bridges (11) become more rigid and the resistance increases.
- the upright bridge walls (13) are placed obliquely outwards and are pushed resiliently when pushing the hollow section (2) inwards. This creates a bias, which supports and secures the engagement of the retaining elements (9,31) on the hollow profile (2). In addition, this is the by the distance (27) embodied tolerance recording improved.
- FIGS. 6 to 9 show a further variant in the design and arrangement of the spring bridges (11).
- the upright bridge walls (13) have a different rebound or offset (14) with respect to the outside (30).
- the incision depths of the cutouts (16, 17, 18) also decrease from the end faces (25) towards the middle.
- Due to the mutual offset of the upright bridge walls (13) results for the retaining elements (9) of in FIG. 7 shown web offset (23). This has the consequence that the retaining elements (9) engage at different locations in the roof area (3) of the hollow profiles (2), whereby the retention is improved.
- retaining elements (9) are arranged in a common track in succession along the insertion direction, only the most projecting retaining elements (9) engage, while the other, shorter retaining elements are weakened in the effect. By the lateral offset or web offset (23) this is avoided and increases the number of engaging retaining elements (9).
- FIG. 8 the retaining elements (9) are shown shortened for clarity.
- FIG. 9 is the imminent attack situation of the hollow section (2) at the center stop (7) shown.
- the upright bridge walls (13) arranged in the middle region of the connector (1) are aligned parallel to the longitudinal axis (24) and have a greater length than the other upright bridge walls (13).
- the offset (14) is the smallest here.
- upright bridge walls (13) have an increasing offset (14) relative to the outer side (30) and are also aligned obliquely to the longitudinal axis (24).
- the successive bridge walls (13) in this case form an arcuate offset (29).
- the arc lines converge toward the end faces (25).
- FIG. 10 shows a connector (1) in side view. Here, the crenellated release of the spring bridges (11) on the free cuts (16,17,18) is shown.
- FIG. 12 clarifies this arrangement. Due to the inclination of the bridge walls (13) of the web offset (23) can be increased compared to the other embodiments.
- the retaining elements (9) also act obliquely to the insertion direction of the hollow profiles (2).
- FIGS. 15 to 19 show a fourth variant of the connector (1), which largely corresponds to the embodiment of Figure 1 to 5 is ajar.
- the changes relate, for example, to the lack of height compensation (22) on the horizontal bridge walls (12).
- a retaining element (31) or a so-called gill is shown, which is obliquely projected outwards.
- the overrun gill (31) digs into the side wall (32) and / or the shoulder (34) of the hollow profile (2) and is pressed by the resilient restoring force of the spring bridge (11). The gills (31) thereby prevent unwanted removal of the hollow sections (2) from the connector (1).
- the laterally issued retaining elements (31) or gills with each other have a different height from the central web (5) and thereby at least one mutual height offset (h1, h2, h3) form.
- h1, h2, h3 By this one or more times existing preferably continuously changing height offset (h1, h2, h3) run the gills (31) also in different tracks in the sidewall region of the hollow sections (2) and attack there in different places and altitudes.
- the multi-lane improves the retention and the resistance against removal of the hollow sections (2).
- the height position of the retaining elements (31) on each of the two connector legs increases continuously.
- a connector (1) is shown with a substantially U-shaped cross-section having on the lower transverse wall (104) and at the bottom a longitudinal central bead (148) which extends over only a part of the bottom length and bottom width and mediated in both directions.
- longitudinal side beads (149) are disposed at the bottom edges and at the transitions from the bottom (104) into the side walls (106, 107).
- the beads (148,149) are bulged to the cavity (128).
- the beads (148,149) can stiffen the connector (1). With the side beads (149) can be a contour adjustment to reach a correspondingly shaped hollow profile (not shown).
- the beads (148,149) may alternatively be omitted or only partially present.
- clamping elements (139) are also present.
- these clamping elements (139) have a longitudinal clamping web (141) with an underlying opening (142) in the side wall (106,107), wherein the clamping web (141) extends substantially straight and along the longitudinal axis (122).
- the opening or wall opening (142) is designed as a slot with parallel longitudinal edges.
- the clamping web (141) has at its free and from the opening (141) facing away from the longitudinal edge protruding tooth-like retaining elements (143).
- a plurality of retaining elements (143) are preferably arranged one behind the other to form a sawtooth contour and with their steeper flanks each point to the transverse connector center (121).
- the saw teeth (143) extend substantially in extension of the side wall (106,107) and protrude, for example, in a horizontal installation of the connector (1) in the hollow profile (2) upwards.
- the saw teeth (143) dig when plugging the hollow profiles (2) on the roof wall (3) or a shoulder (34) or a corner region (33) accordingly FIG. 4 ,
- the protruding retaining elements (143) have over the associated interior height of the hollow profile (2) an excess, wherein the thin clamping web (141) can yield resiliently.
- two clamping elements (139) are arranged one behind the other on each side wall (106, 107) on both sides of the center line (121).
- the wall openings (142) are formed by narrow intermediate webs (118) separated.
- the clamping webs (141) are arranged on both sides with distance to the center line (121).
- the side walls (106,107) are solid and may also have tooth-like retaining elements (143) at its free edge (108).
- the sawtooth profiles can thereby extend from the front sides of the connector (1) over the entire wall length to the center line (121) or to the center stop (123) there.
- FIG. 22 in a detail view to FIG. 20 shows, the tooth-like retaining elements (143) are mutually entangled and / or aligned.
- the teeth (143) are alternately bent transversely to the longitudinal axis (122) inwardly and outwardly and are thereby inclined.
- the two-sided offset (150) formed thereby is in FIG. 22 indicated with reference lines.
- the teeth (143) engage with their edges or tips at a mutual lateral distance against the applied inner wall of the hollow profile (2). This results in different lines of action or intervention traces on the hollow profile wall, resulting in an improved retention function.
- the teeth (143) dig a little bit into the hollow profile wall. If all the teeth (143) were running in the same lane, only the most upwardly projecting teeth (143) would actually be in retention engagement with the hollow profile wall due to the tolerance-related tooth height differences.
- the number of supporting or engaging teeth or retaining elements (143) is increased by the multi-track effect achieved via the entanglement or the offset (150).
- FIGS. 25 to 27 show a further modification of a connector (1).
- This in turn has the training shown in the above embodiment of clamping elements (140) with tooth-occupied clamping webs (141) and wall openings (142).
- clamping elements (140) with tooth-occupied clamping webs (141) and wall openings (142).
- only one clamping web (141) with its wall opening (142) is arranged on each side wall (106, 107) on both sides of the center line (121) and extends over a correspondingly longer wall region.
- the clamping elements (140) and their clamping webs (141) transversely to the longitudinal axis (122) of the connector (1) and transversely to the main plane (154) of the respective side wall (106,107) curved (152).
- the transversely directed bulges (152) may be directed towards the inside or the cavity (128) of the connector (1) and / or to the outside.
- the clamping web (141) may be provided with a uniform curvature (152) or with a plurality of bulges (152), which may be directed the same or opposite.
- a plurality of bulges (152) can be arranged one behind the other and be directed in the same way or directed opposite. In this way, a waveform (153) or a wave-shaped clamping contour can be formed in both cases.
- the bulges (152) and the wavy clamping contour (153) can have different effects.
- projecting clamping areas or lateral clamping points on the plug connector (1) can be formed by this shaping and in particular by bulges (152) bulging outwards, which possibly have resilient properties and interact with the applied inner wall area of the hollow profile (2).
- bulges (152) bulging outwards which possibly have resilient properties and interact with the applied inner wall area of the hollow profile (2).
- this may be the case on one of the wall regions of the hollow profile (2) be.
- the second effect is as in the above-described embodiment of FIGS. 20 to 24 in a Mehrspurmaschine the tooth-like retaining elements (143) when engaged on the inner walls of the hollow profiles (2). Due to the arch shape, the teeth (143) present in the curvature area and projecting in the direction of the curvature axis are offset laterally relative to each other and thereby obtain the mentioned different engagement traces on the hollow profile wall.
- FIG. 25 shows this lateral offset or track offset (23).
- the retaining elements (143) may additionally have an entanglement (150).
- the side walls (106, 107) in their solid area which is not interrupted by a wall opening (142), may also have such a wall deformation and an inward and / or outward curvature (152) and possibly a wave form (153).
- the lateral bulges (152) and the possibly formed thereby waveform (153) and the lateral offset (150) of the retaining elements (143) and their multi-track wall engagement can also with connectors (1) without the clamping webs (141) and without the wall openings (142 ) be used.
- the side walls (106, 107) in this case can have a substantially massive shape.
- the various embodiments and their individual features can be interchanged and combined as desired.
- the connector shown (1) in the various variants as Form corner angle and in this case the legs on the center line (121) in a 180 ° deviating, arbitrary angle to each other rigidly or limited to move. It is also possible for a granulate stop the connector (1) with closed end faces (25) and optionally also provided with transverse and longitudinal inner walls or ribs.
- the connector (1) can also have a largely massive shape.
- clamping elements (139,140) may be arranged on the underside or on the top and bottom of the connector (1). They can be located at the lower edge region of the side walls (106, 107) and at the transition to the lower transverse wall (104), wherein a lateral offset is also possible.
- FIGS. 1 to 19 show and described embodiments of the connector (1) have an independent and of the type, arrangement and the lateral offset of the retaining elements (9) independent meaning and can be designed with or without these retaining elements (9) or their offset (23). This is especially true for the at least partially forming the Sostegwandung as Spring element (10) and especially for their design as isolated spring bridges (11).
- the retaining elements (9) on the free edge (19) of the side webs (6) may be missing or arranged elsewhere.
- the retaining elements (9) may be arranged in common lines one behind the other in alignment.
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Coupling Of Light Guides (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Tents Or Canopies (AREA)
- Cable Accessories (AREA)
- Surgical Instruments (AREA)
- Earth Drilling (AREA)
- Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)
- Quick-Acting Or Multi-Walled Pipe Joints (AREA)
- Securing Of Glass Panes Or The Like (AREA)
Claims (30)
- Connecteur enfichable pour profilés creux de cadres de dispositifs d'espacement, traverses ou similaires, de vitres en verre d'isolation, le connecteur enfichable (1) présentant au moins une nervure centrale (4, 5) et plusieurs nervures latérales (6, 106, 107) ainsi que plusieurs éléments de retenue (9, 143), plusieurs éléments de retenue (9, 143) étant disposés sur le bord libre (19, 108) des nervures latérales (6, 106, 107), lesquels s'étendent essentiellement dans la direction de la paroi des nervures latérales, caractérisé en ce que les éléments de retenue (9, 143) présentent, sur le bord des nervures (19, 108), un décalage latéral mutuel (23, 150).
- Connecteur enfichable selon la revendication 1, caractérisé en ce que le décalage latéral est réalisé sous forme d'emboîtement mutuel (150) d'éléments de retenue obliques (9, 143).
- Connecteur enfichable selon la revendication 1 ou 2, caractérisé en ce que le décalage latéral est réalisé sous forme de décalage de bande (23) des éléments de retenue (9, 143), les nervures latérales (6) ou les parois latérales (106, 107) présentant une position et/ou une forme (28, 29, 152, 153) décalées latéralement les unes par rapport aux autres.
- Connecteur enfichable selon la revendication 1, 2 ou 3, caractérisé en ce que l'on dispose sur les nervures latérales (6) ou les parois latérales (106, 107), de préférence sur leurs bords libres (19, 108), un ou plusieurs éléments de retenue exposés latéralement (31) ou des éléments en forme de branchies.
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les éléments de retenue (31) présentent au moins un décalage en hauteur (h1, h2, h3).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que la paroi de la nervure latérale (6) est réalisée au moins en partie sous forme d'élément à ressort (10).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que la paroi de la nervure latérale (6) est réalisée au moins en partie sous forme de pont élastique exposé (11).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les ponts élastiques (11) sont exposés par des découpures latérales essentiellement verticales (16, 17, 18).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les découpures (16, 17, 18) s'étendent depuis le bord libre (19) jusque dans la région de base (20) de la paroi de pont verticale (13).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que la nervure latérale (6) présente une forme coudée plusieurs fois.
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que le pont élastique (11) présente essentiellement une forme coudée en L avec une paroi de pont couchée (12) et une paroi de pont verticale (13).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que la paroi de pont verticale (13) est orientée obliquement vers l'extérieur.
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que la paroi de pont verticale (13) est disposée de manière décalée vers le côté extérieur (30) du connecteur enfichable (1).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les parois de pont verticales (13) présentent un décalage différent (14).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les parois de pont verticales (13) sont disposées essentiellement parallèlement à l'axe longitudinal (24) du connecteur enfichable (1).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les parois de pont verticales parallèles (13) sont disposées suivant un décalage en forme d'escalier (28).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les parois de pont verticales (13) sont orientées obliquement par rapport à l'axe longitudinal (24) du connecteur enfichable (1).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les parois de pont verticales orientées obliquement (13) se raccordent les unes aux autres en formant un décalage en forme d'arc (29).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que le décalage (14) des parois de pont verticales (13) augmente depuis le centre vers les côtés frontaux (25) du connecteur enfichable (1).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que le connecteur enfichable (1) présente des parois de pont verticales orientées parallèlement et obliquement (13).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les découpures (16, 17, 18) s'étendent jusqu'à la transition (21) entre les parois de pont (12, 13).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les découpures (16, 17, 18) s'étendent sur la transition (21) jusque dans la paroi de pont couchée (12).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les découpures (16, 17, 18) sur le connecteur enfichable (1) présentent des longueurs différentes.
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que les ponts élastiques (11) présentent des rigidités de ressort différentes.
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que la rigidité de ressort des ponts élastiques (11) augmente depuis les côtés frontaux (25) jusqu'au milieu du connecteur enfichable (1).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce qu'une compensation en hauteur (22) de préférence de type mamelonné est disposée sur la paroi de pont couchée (12).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que l'on dispose sur les parois de pont verticales (13) un ou plusieurs éléments de retenue (9).
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que l'on dispose sur le bord libre des parois de pont verticales (13) des éléments de retenue (9) en forme de dents, de préférence en forme de dents de scie.
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que le connecteur enfichable (1) présente au moins une butée centrale (7) dans la région des ponts élastiques.
- Connecteur enfichable selon l'une quelconque des revendications précédentes, caractérisé en ce que la butée centrale (7) présente un gaufrage (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL06021906T PL1785575T3 (pl) | 2005-10-20 | 2006-10-19 | Łącznik łączony na wtyk |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005050688A DE102005050688A1 (de) | 2004-10-20 | 2005-10-20 | Steckverbinder für Hohlprofile |
DE200620006087 DE202006006087U1 (de) | 2006-04-12 | 2006-04-12 | Steckverbinder |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1785575A2 EP1785575A2 (fr) | 2007-05-16 |
EP1785575A3 EP1785575A3 (fr) | 2008-05-14 |
EP1785575B1 true EP1785575B1 (fr) | 2009-12-09 |
Family
ID=37768736
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06021906A Active EP1785575B1 (fr) | 2005-10-20 | 2006-10-19 | Connecteur |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1785575B1 (fr) |
AT (1) | ATE451531T1 (fr) |
DE (1) | DE502006005573D1 (fr) |
DK (1) | DK1785575T3 (fr) |
PL (1) | PL1785575T3 (fr) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE502007002688D1 (de) * | 2007-10-07 | 2010-03-11 | Cera Handels Gmbh | U-förmiger Steckverbinder |
DE202009008694U1 (de) * | 2009-06-23 | 2010-11-11 | Kronenberg, Max | Steckverbinder |
DE102010061461A1 (de) * | 2010-12-22 | 2012-06-28 | Cera Handelsgesellschaft Mbh | Steckverbinder |
DE102011009090B9 (de) | 2011-01-21 | 2013-05-23 | Technoform Glass Insulation Holding Gmbh | Verbinder für Abstandshalter einer Isolierglaseinheit und Abstandshalteranordnung mit Verbinder für eine Isolierglaseinheit und Werkzeug für einen Verbinder |
DE202014105547U1 (de) * | 2014-11-19 | 2016-02-22 | Max Kronenberg | Steckverbinder und Steckverbindung |
DE202017101315U1 (de) * | 2017-03-08 | 2018-06-11 | Ralf M. Kronenberg | Steckverbinder und Steckverbindung |
DE202020107095U1 (de) | 2020-12-09 | 2022-03-10 | Ralf M. Kronenberg | Steckverbinder |
DE202022100100U1 (de) | 2022-01-10 | 2023-04-19 | Ralf M. Kronenberg | Steckverbinder |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3408600A1 (de) | 1984-03-09 | 1985-09-12 | Hans Joachim 5650 Solingen Kronenberg | Verbinder fuer hohlprofile |
DE8704500U1 (de) * | 1987-03-26 | 1988-08-04 | Kronenberg, Max, 5650 Solingen | Steckverbinder für Hohlprofile |
DE20304330U1 (de) * | 2003-03-17 | 2004-07-29 | Kronenberg, Max | Steckverbinder |
US20070056232A1 (en) * | 2003-10-22 | 2007-03-15 | Hans Trautz | Connection element for two ends of box-type hollow sections |
DE202005004601U1 (de) * | 2004-10-20 | 2006-02-23 | Kronenberg, Max | Steckverbinder für Hohlprofile |
DE202006009491U1 (de) * | 2006-06-14 | 2007-10-25 | Kronenberg, Max | Steckverbinder |
-
2006
- 2006-10-19 EP EP06021906A patent/EP1785575B1/fr active Active
- 2006-10-19 DK DK06021906.0T patent/DK1785575T3/da active
- 2006-10-19 AT AT06021906T patent/ATE451531T1/de active
- 2006-10-19 DE DE502006005573T patent/DE502006005573D1/de active Active
- 2006-10-19 PL PL06021906T patent/PL1785575T3/pl unknown
Also Published As
Publication number | Publication date |
---|---|
EP1785575A3 (fr) | 2008-05-14 |
DK1785575T3 (da) | 2010-04-19 |
DE502006005573D1 (de) | 2010-01-21 |
EP1785575A2 (fr) | 2007-05-16 |
PL1785575T3 (pl) | 2010-05-31 |
ATE451531T1 (de) | 2009-12-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1785575B1 (fr) | Connecteur | |
EP3592932B1 (fr) | Connecteur d'assemblage et liaison par connecteur d'assemblage | |
EP2084339A1 (fr) | Grille de recouvrement | |
EP0560748B1 (fr) | Support | |
DE2736079B2 (de) | Trägerschiene für einrastbare | |
WO2015091244A1 (fr) | Élément de paroi de tiroir | |
DE202005004601U1 (de) | Steckverbinder für Hohlprofile | |
WO2014001505A1 (fr) | Connecteur | |
DE202006020521U1 (de) | Schienenverbindungsanordnung | |
DE202004004933U1 (de) | Gerader Steckverbinder | |
EP2625346B1 (fr) | Sous-structure métallique de plafond | |
EP3221599B1 (fr) | Fiche et connexion enfichable | |
DE202013011960U1 (de) | Steckverbinder zum Verbinden von Hohlprofilen | |
DE202006006087U1 (de) | Steckverbinder | |
DE3740563C2 (fr) | ||
DE102012004043B4 (de) | Einsteckbauteil, insbesondere Einsteckverbinder für Hohlprofile | |
WO2003060246A1 (fr) | Dispositif de verrouillage de grille de recouvrement | |
EP1548891B1 (fr) | Borne de raccordement électrique | |
EP4074934B1 (fr) | Connecteur enfichable et connexion enfichable | |
DE202011050843U1 (de) | Steckverbinder | |
DE29921227U1 (de) | Linearverbinder aus Kunststoff für Abstandhalterrahmen von Mehrscheibenisoliergläsern | |
DE102005050688A1 (de) | Steckverbinder für Hohlprofile | |
DE202019102085U1 (de) | Steckverbinder und Steckverbindung | |
EP0687790A1 (fr) | Raccord rectiligne pour profilés intercalaires creux de vitrages isolants | |
DE3225698C2 (fr) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK RS |
|
17P | Request for examination filed |
Effective date: 20081031 |
|
17Q | First examination report despatched |
Effective date: 20081127 |
|
AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: E. BLUM & CO. AG PATENT- UND MARKENANWAELTE VSP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REF | Corresponds to: |
Ref document number: 502006005573 Country of ref document: DE Date of ref document: 20100121 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: T3 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 |
|
LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20091209 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 |
|
REG | Reference to a national code |
Ref country code: PL Ref legal event code: T3 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20100409 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20100409 Ref country code: IE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20100320 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20100309 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20091209 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20100310 |
|
26N | No opposition filed |
Effective date: 20100910 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20101031 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20101019 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20100610 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502006005573 Country of ref document: DE Representative=s name: ERNICKE & ERNICKE, DE |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R081 Ref document number: 502006005573 Country of ref document: DE Owner name: KRONENBERG, RALF MAX, DE Free format text: FORMER OWNER: MAX KRONENBERG,RALF MAX KRONENBERG, , DE Effective date: 20150429 Ref country code: DE Ref legal event code: R082 Ref document number: 502006005573 Country of ref document: DE Representative=s name: ERNICKE & ERNICKE, DE Effective date: 20150429 Ref country code: DE Ref legal event code: R081 Ref document number: 502006005573 Country of ref document: DE Owner name: KRONENBERG, RALF MAX, DE Free format text: FORMER OWNERS: KRONENBERG, MAX, 42657 SOLINGEN, DE; KRONENBERG, RALF MAX, 42781 HAAN, DE Effective date: 20150429 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 10 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 11 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 12 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20220928 Year of fee payment: 17 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20221021 Year of fee payment: 17 Ref country code: FR Payment date: 20221020 Year of fee payment: 17 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: TR Payment date: 20221011 Year of fee payment: 17 Ref country code: IT Payment date: 20221031 Year of fee payment: 17 Ref country code: GB Payment date: 20221024 Year of fee payment: 17 Ref country code: DK Payment date: 20221021 Year of fee payment: 17 Ref country code: CZ Payment date: 20221010 Year of fee payment: 17 Ref country code: AT Payment date: 20221018 Year of fee payment: 17 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20221027 Year of fee payment: 17 Ref country code: BE Payment date: 20221020 Year of fee payment: 17 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20231018 Year of fee payment: 18 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP Effective date: 20231031 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20231101 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 451531 Country of ref document: AT Kind code of ref document: T Effective date: 20231019 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20231031 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20231019 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231019 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231031 Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231101 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231019 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231019 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231101 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231019 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231031 Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231019 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231031 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231019 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231031 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231031 |