EP0114220B1 - Cale pour la fixation de vitres ou similaires dans des cadres de portes ou fenêtres - Google Patents

Cale pour la fixation de vitres ou similaires dans des cadres de portes ou fenêtres Download PDF

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Publication number
EP0114220B1
EP0114220B1 EP83111211A EP83111211A EP0114220B1 EP 0114220 B1 EP0114220 B1 EP 0114220B1 EP 83111211 A EP83111211 A EP 83111211A EP 83111211 A EP83111211 A EP 83111211A EP 0114220 B1 EP0114220 B1 EP 0114220B1
Authority
EP
European Patent Office
Prior art keywords
bridge
spacer block
longitudinal side
faces
block according
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.)
Expired
Application number
EP83111211A
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German (de)
English (en)
Other versions
EP0114220A1 (fr
Inventor
Hans-Dieter Niemann
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Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT83111211T priority Critical patent/ATE20375T1/de
Publication of EP0114220A1 publication Critical patent/EP0114220A1/fr
Application granted granted Critical
Publication of EP0114220B1 publication Critical patent/EP0114220B1/fr
Expired legal-status Critical Current

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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
    • E06B7/00—Special arrangements or measures in connection with doors or windows
    • E06B7/14—Measures for draining-off condensed water or water leaking-in frame members for draining off condensation water, throats at the bottom of a sash
    • 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
    • E06B3/54—Fixing of glass panes or like plates
    • E06B3/5409—Means for locally spacing the pane from the surrounding frame

Definitions

  • the invention relates to a block bridge for fixing glass panes or the like. in grooves in door or window frames, with a strip-like, injection-molded bridge body that has a longitudinal groove that extends in a funnel-like manner on both bridge ends to tapered transverse side surfaces of two supporting webs of the bridge body.
  • a block bridge of this type is already known (DE-GM 78 28 440). It is inserted between an edge of the glass pane and a supporting surface of the frame and allows there with its groove that condensed water or penetrating rainwater can reach the existing water drains. If this water drainage were prevented or significantly impeded, the moisture which would then always be present could lead to damage to the window, in particular to the insulating glass or double panes, the space between which must remain largely free of moisture in order to avoid non-removable fogging on the inside of the panes.
  • the funnel-like widening of the groove at the two ends of the bridge contributes to the fact that the water can run off as completely as possible, that is to say without any jam in front of the transverse side faces of the supporting webs, which must be designed to be comparatively wide for reasons of stress from the glass pane and therefore considerably increase the water flow could hinder.
  • the invention is therefore based on the object to improve a block bridge of the type mentioned so that it can be fixed in the frame without obstructing the water flow through the groove.
  • clamping projections acting on the groove side wall of the door or window frame are present at a distance from the transverse side surfaces on at least one outer longitudinal side surface of the support webs. It is therefore important for the invention that the clamping projections are designed in such a way that a funnel-like expansion of the longitudinal groove is possible and there is no need to take into account the fixing of the block bridge in the frame or the design of the clamping projections required for this.
  • the clamping projections are arranged at a distance from the transverse side surfaces and, above all, are also designed to be discrete, that is to say as elements which essentially effect a point-like clamping.
  • the formation of the block bridge with punctiform clamping avoids that the support webs are weakened over greater lengths by the presence of clamping means, so that the groove would have to be reduced so that the support webs can have the required width.
  • a reduction in the groove width would have to be accepted, which primarily results in a fundamental deterioration in the ventilation of the frame in this area, but also a hindrance to the water flow through enlargement the distance of the groove to the clamping surface of the frame.
  • the clamping surfaces of the outer longitudinal side surfaces are spring tongues pointing upwards to the bridge web and / or downwards to the supporting surfaces.
  • the spring tongues deflect towards the center of the block bridge when the block bridge is inserted and still ensure that the block bridge is firmly seated in the frame.
  • Appropriate dimensioning of the spring tongues means that even relatively large tolerances can be bridged. It is even possible to use a certain block bridge for several widths of the frame's fastening groove. This results in a reduction in the number of types of block bridges, which is associated with considerable savings in manufacturing costs and warehousing costs.
  • the clamping projections receiving recesses are arranged in the longitudinal surfaces of the support webs.
  • the clamping projections can thus move more or less into the recesses when the block bridge is inserted into the frame, which is also in the sense of the aforementioned advantages.
  • a gap between the block bridge and the clamping surface of the frame can be avoided.
  • the portions of the outer longitudinal side surfaces adjacent to the funnel-like extensions of the groove lie closely against the adjacent frame surfaces. Filling a gap between an outer longitudinal side surface and an adjacent frame surface by running water is avoided.
  • the clamping projections designed as spring tongues point away with their free ends from the longitudinal side surfaces carrying them, so that a certain claw effect is achieved by the free ends, which benefits the strength of the seat of the block bridge in the frame.
  • the clamping projections designed as partially annular spring tongues assign with a free end to the long side surface bearing it.
  • their length can be made comparatively large, so that a correspondingly large clamping surface results, which brings about the better fit of the block bridge in the frame.
  • the clamping projections of the outer longitudinal side surfaces are horizontal spring arches which are integral with two ends on a support web. The two-sided attachment of the spring arches to a support web enables significant clamping forces for a correspondingly tight arrangement of a block bridge in the frame.
  • clamping projections are fixed clamping cams
  • advantages result from simple manufacture.
  • the tight fit of such a block bridge is improved if the fixed clamping cam engages, for example, under a retaining rib of a profiled frame, or if the frame is made of wood, so that the tight fit is essentially achieved by deformation of the wood with the clamping cam .
  • fastening pins are attached to the support surfaces of the support webs and / or to the frame-side surface of the bridge web. These can cause an additional fastening of a block bridge, but can also be used exclusively, i.e. without clamping projections, if this is desired to simplify the fastening.
  • one-piece sealing lips protrude laterally from the tapered transverse side surfaces of the support webs in order to seal an intermediate space, possibly as a result of the clamping projections, between a longitudinal side surface of a support web and the adjacent wall of the frame.
  • Such sealing lips can be specially designed projections, but also the z.
  • clamping projections are arranged individually at greater distances, they meet less stringent requirements for a firm fit.
  • Fish scale-like distribution of the clamping projections or their arrangement as parallel ribs on a longitudinal side surface of the block bridge or a support web enable stronger clamping forces and thus a more secure fit.
  • a frame profile 10 which carries an insulating glass pane 11 which is supported vertically on a profile wall 13 via a block bridge 12.
  • a profile strip 14 on one side of the insulating glass pane 11 and a glass retaining strip 15 on the other side of the insulating glass pane 11 serve to hold the glass pane 11.
  • the glass holding strip 15 is engaged with a connecting rib 16 in the profiled wall 13 of the frame profile 10.
  • the lateral support of the insulating glass pane 11 takes place via elastic sealing strips 17 which are fastened to the profiled strip 14 and the glass retaining strip 15 via connecting ribs 18 by latching in corresponding connecting grooves.
  • the block bridge of FIG. 2 has three clamping projections 26 in the form of spring tongues, as shown in FIG. 5, on each outer longitudinal side 25. These clamping projections 26 thus emerge unloaded from a recess 27 in the support web 24 from the outer longitudinal side surface 25 and thus enable the block bridge 12 to be clamped between two vertical ones Profile walls of the frame profile 10, if their distance is less than the distance between two opposing clamping projections 28. When loaded, the clamping projections 28 can more or less step back or dive into the recesses 27, depending on the distance between the vertical profile walls of the frame profile, without the The clamping effect is lost.
  • the clamping projections 28 are directed to the profile wall 13 or down to the support surfaces 28 of the support webs 24.
  • the clamping projections 26, which can also dip into recesses 27, are directed upwards to the glass pane or to the bridge web 29 of the block bridge 12. This achieves a claw effect which counteracts the pulling out of the block bridge 12 out of the frame profile 10.
  • the clamping projections 26 of FIG. 3 are not accommodated within recesses in the support webs 24 and are therefore kept correspondingly thin. They are part-ring-shaped spring tongues which point with their ends 30 to the outer longitudinal side surface 25 which supports them.
  • the right clamping projection 26 of the block bridge 12 of FIG. 3 is intended for only a small space between the longitudinal side surface 25 and the adjacent profile wall, that is, its end 30 abuts the longitudinal side surface 25.
  • the left clamping projection 26 of the block bridge 12 of FIG. 3 is intended for larger gaps between the outer longitudinal side surface 25 and the adjacent wall of the frame profile 10, and therefore maintains a distance from the longitudinal side surface 25 with one end 30.
  • Both clamping projections 26 of the block bridge 12 3 are only shown, for example, with the end 30 directed downward toward the support surface 28 of the support web 24 on the right side and with the end 30 directed upward toward the bridge web 29 on the left side of FIG. 3.
  • Fig. 6 shows in the view of the end face of a block bridge 12, the relatively wide support webs 24, which are provided at their ends with inclined surfaces 32, so that the tapered transverse side surfaces 23 result below the bridge web 29.
  • This block bridge 12 is formed with clamping projections 26 in the form of fixed clamping cams, which cause this block block to be fixed in the frame with elastic deformation of a frame, in particular a wooden frame, and / or the block bridge.
  • Fig. 6 also shows mounting pins 33, 34 which in a frame surface, for. B. the profile surface 20 of the profile wall 13 can be driven and thereby lead to an attachment of the block bridge 12 to the frame.
  • the fastening pins 26 are, for example, pin nails which are injected with their heads 35 into the support surface 28 of the support webs 24.
  • the mounting pin 34 is a z. B. with a setting tool, such as a bolt setting tool or a nail tool, drivable pin nail, which has a disc 36 to limit the driving depth and is to be fastened with a head 37 between two fastening ribs 38 on the inside of the bridge web 29 by the block bridge with its fastening webs 38 is locked on the head 37.
  • the pin nails 33, 34 can be used in connection with the clamping projections 26, but also in the case of block bridges without such clamping projections, expediently using either only the pin nails 33 or only the pin nails 34.
  • FIG. 7 shows a block bridge 12 corresponding to the principle of FIG. 6 with clamping projections 26 which are designed as fixed cams.
  • the block bridge 12 of FIG. 7 is tightly fitted between two vertical profile walls 39, 40 of the frame profile 10.
  • the clamping projections 26 engage on one side in a fastening groove of the vertical profile wall 39 and on the other side under a fastening projection 41 of the frame profile 10.
  • the clamping projections 26 designed as fixed clamping cams are sufficient to remove the block bridge 12 from the frame profile 10 upwards to prevent and a clamping effect of the vertical support webs 24 and / or the clamping projections 26 in the clamping groove or. on the clamping rib 41 are sufficient to prevent longitudinal displacement of the block bridge 12.
  • the clamping projections 26 of FIGS. 7, 8 are horizontal spring arch pieces, the ends of which are each connected in one piece to the support webs 24.
  • the spring arches are arranged essentially in the direction of the longitudinal extension of the support webs 24 and resulted from the fact that the support webs 24 are formed from the outer longitudinal side surface 25 to the inner longitudinal side surface 42 in such a way that a relative movement of the spring arch-like clamping projections 26 is made possible in the horizontal plane.
  • the clamping projections 26 are arranged such that they are at a distance from the transverse side surfaces 23 in the longitudinal direction of the block bridge 12.
  • 23 surface sections 43 are formed on the outer longitudinal side surfaces 25 near the transverse side surfaces, cf. e.g. B. Fig. 2, which can lie tightly against the adjacent profile walls of the frame profile 10 without being significantly affected by the clamping projections 26.
  • This can be done by a corresponding adjustment of the width of the block bridge 12 to the distance between the vertical profile walls of the frame profile 10, but also in that the block bridge in the region of the sections 43 is given a corresponding projecting shape, for. B.
  • sealing lips 44 which are integral with the support webs 24 and the block bridge 12 and seal an existing gap between the block bridge 12 and the frame profile 10.
  • clamping projections 26 are arranged like fish scales distributed on the longitudinal side surface 25 of the support web 24.
  • the left side of FIG. 10 shows clamping projections 26 which are designed as parallel ribs.
  • the clamping projections 26 are either fixed clamping cams or clamping ribs or movable to a small extent according to FIG. 11, so that they can thus dip into the recesses 27 provided for them when they are pressurized accordingly by a vertical profile wall of a frame profile.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Securing Of Glass Panes Or The Like (AREA)

Claims (10)

1. Cale à pont pour la fixation de vitres ou similaires dans des châssis de portes ou de fenêtres, ayant un corps de pont en forme de baguette, exécuté notamment en une matière synthétique moulée par injection, et comportant une gorge s'étendant longitudinalement, laquelle s'évase en forme d'entonnoir au niveau des deux extrémités du corps pour définir des surfaces latérales transversales effilées sur les deux branches d'appui du corps de pont caractérisés en ce que plusieurs saillies de blocage (26) sont prévues avec un espacement par rapport aux surfaces latérales transversales (23) sur au moins une surface latérale longitudinale externe (25) des branches d'appui (24).
2. Cale à pont selon la revendication 1, caractérisée en ce que les saillies de blocage (26) des surfaces latérales longitudinales externes (25) sont des languettes élastiques orientées vers le haut en direction de la branche centrale (29) et/ ou vers le bas en direction des surfaces d'appui (28).
3. Cale à pont selon la revendication 1 ou 2, caractérisée en ce que des evidements (27) recevant les saillies de blocage (26) sont ménagés dans les surfaces latérales longitudinales externes (25) des branches d'appui (24).
4. Cale à pont selon l'une des revendications 1 à 3, caractérisée en ce que les saillies de blocage (26) réalisées sous la forme de languettes élastiques s'écartent, à leur extremités libres, des surfaces latérales longitudinales (25) les supportant.
5. Cale à pont selon l'une des revendications 1 à 3, caractérisée en ce que les saillies de blocage (26) conçues comme des languettes élastiques en forme de secteurs annulaires sont retournés par une extrémité libre (30) vers la surface latérale transversale (25) les supportant.
6. Cale à pont selon l'une des revendications 1 à 3, caractérisée en ce que les saillies transversales (26) des surfaces latérales longitudinales externes (25) sont des arcs élastiques horizontaux s'appuyant par les deux extremités contre une branche d'appui (24) avec laquelle ils forment une seule pièce.
7. Cale à pont selon l'une des revendications 1 à 3, caractérisée en ce que les saillies de blocage (26) sont des ergots de blocage fixes.
8. Cale à pont selon l'une des revendications 1 à 7, caractérisée en ce que des chevilles de fixation (33,34) sont placées au niveau des surfaces d'appui (28) des branches d'appui (24) et/ ou au niveau de la surface, tournée vers le châssis,de la branche centrale (29).
9. Cale à pont selon l'une des revendications 1 à 7, caractérisée en ce que des lèvres d'étanchéité (44) venues de matière font latéralement saillie sur les surfaces latérales transversales effilées (23) des branches d'appui (24).
10. Cale à pont, cale à grille ou équivalent, notamment selon l'une des revendications 1 à 9, caractérisée en ce que les saillies de blocage (26) sont disposées sous une plus grande densité, comme des écailles de poisson ou des nervures parallèles, sur une surface latérale longitudinale (25) de la cale à pont (12), d'une cale à grille ou d'une branche d'appui (24).
EP83111211A 1982-12-23 1983-11-10 Cale pour la fixation de vitres ou similaires dans des cadres de portes ou fenêtres Expired EP0114220B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT83111211T ATE20375T1 (de) 1982-12-23 1983-11-10 Klotzbruecke zum festsetzen von glasscheiben od. dgl. in tuer- oder fensterrahmen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3247691 1982-12-23
DE19823247691 DE3247691A1 (de) 1982-12-23 1982-12-23 Klotzbruecke oder gitterklotz zum festsetzen von glasscheiben od. dgl. in tuer- oder fensterrahmen

Publications (2)

Publication Number Publication Date
EP0114220A1 EP0114220A1 (fr) 1984-08-01
EP0114220B1 true EP0114220B1 (fr) 1986-06-11

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ID=6181550

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83111211A Expired EP0114220B1 (fr) 1982-12-23 1983-11-10 Cale pour la fixation de vitres ou similaires dans des cadres de portes ou fenêtres

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EP (1) EP0114220B1 (fr)
AT (1) ATE20375T1 (fr)
DE (1) DE3247691A1 (fr)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2585401A1 (fr) * 1985-07-23 1987-01-30 Arban Dispositif pour le calage des vitrages isolants sur les menuiseries exterieures
DE3863308D1 (de) * 1987-04-14 1991-07-25 Schuering Fenstertech Verklotzungselement aus kunststoff.
AT391163B (de) * 1987-06-11 1990-08-27 Stabil Kunststoffwerk Ges M B Tuere
DE8715004U1 (de) * 1987-11-11 1988-01-14 Niemann, Hans Dieter, 50169 Kerpen Klotzteil zum Festsetzen von Glasscheiben od. dgl.
DE3923288A1 (de) * 1989-07-14 1991-02-07 Deflex Dichtsysteme Gmbh Glasfalzeinlage
GB9009945D0 (en) * 1990-05-02 1990-06-27 Glazpart Ltd Self-adjusting packing members
DE9108808U1 (de) * 1991-07-17 1991-09-12 Niemann, Hans Dieter, 5014 Kerpen Abstützteil für Glasscheiben von Fenstern, Türen o.dgl.
DE9405657U1 (de) * 1994-04-06 1994-05-26 Deflex-Dichtsysteme Gmbh, 47059 Duisburg Glasfalzeinlage
FR2726857B1 (fr) * 1994-11-15 1997-01-24 Ind De Moules Et Moulagesplast Cale de vitrage
DE29509133U1 (de) * 1995-06-02 1996-10-02 Niemann, Hans-Dieter, 50169 Kerpen Abstützelemente einer Glasscheibe
DE19822291C2 (de) * 1998-05-18 2001-09-20 Deflex Dichtsysteme Gmbh Glasfalzeinlage
DE29820399U1 (de) * 1998-11-14 2000-03-30 Niemann, Hans Dieter, 50169 Kerpen Abstützelement einer Glasscheibe
GB2420145A (en) * 2004-11-13 2006-05-17 Plastics Const Self supporting glazing support
JP6556070B2 (ja) * 2016-02-22 2019-08-07 Ykk Ap株式会社 建具

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7319633U (de) * 1973-08-30 Rehau Plastiks Gmbh U förmiges Fensterbauprofil
US3212225A (en) * 1963-01-16 1965-10-19 Anaconda Aluminum Co Glass setting assembly
DE2159520A1 (de) * 1970-12-07 1972-06-15 Schiekmetall, Paul Schiek & Co KG, Wien Verglasung
DE2235858A1 (de) * 1972-07-21 1974-01-31 Frank Gmbh Wilh Verbindungseinrichtung fuer aus profilstaeben und einer isolierglasscheibe bestehende fluegel fuer fenster, tueren od. dgl
JPS5322462Y2 (fr) * 1973-12-28 1978-06-10
NL7504976A (nl) * 1974-05-04 1975-11-06 Eltreva Ag Ruitbevestigingsinrichting voor vensters of deuren.
FR2355986A1 (fr) * 1976-06-24 1978-01-20 Saint Gobain Perfectionnement au montage des vantaux vitres
DE7620511U1 (de) * 1976-06-29 1977-01-13 Louis Schierholz Kg, 2800 Bremen Scheibeneinfassungsprofil, insbesondere fuer kunststoff-scheibenfassungen von nebenhausfenstern
DE7704433U1 (de) * 1977-02-15 1977-06-08 Bruegmann Frisoplast Gmbh, 4600 Dortmund U-foermiges kunststoffprofil zur verglasung von fenstern
DE7828440U1 (de) * 1978-09-23 1979-02-15 Gluske, Joachim, 5828 Ennepetal Klotzbrücken
DE7829882U1 (de) * 1978-10-06 1979-02-08 Grabowski, Peter, 2000 Hamburg Distanzkeil zur verklotzung von isolierglasscheiben
DE8217388U1 (de) * 1982-06-16 1982-10-07 Fulterer-Morandell, L., 39052 Kaltern Ausgleichkloetzchen fuer das verlegen von glasscheiben und dergleichen in rahmen

Also Published As

Publication number Publication date
EP0114220A1 (fr) 1984-08-01
ATE20375T1 (de) 1986-06-15
DE3247691A1 (de) 1984-06-28

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