EP1302602A1 - Aus zusammengesetzten Rahmenelementen bestehende Pfosten- Riegelkonstruktion - Google Patents
Aus zusammengesetzten Rahmenelementen bestehende Pfosten- Riegelkonstruktion Download PDFInfo
- Publication number
- EP1302602A1 EP1302602A1 EP02020097A EP02020097A EP1302602A1 EP 1302602 A1 EP1302602 A1 EP 1302602A1 EP 02020097 A EP02020097 A EP 02020097A EP 02020097 A EP02020097 A EP 02020097A EP 1302602 A1 EP1302602 A1 EP 1302602A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support
- profile
- screw
- post
- construction 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.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/967—Details of the cross-section of the mullions or transoms
Definitions
- the invention relates to an existing composite compassionelmenten Post-and-beam construction, in particular for facades, roofs and the like, with each frame element associated building remote An horrprofilen and building-facing or building inside bar profiles, which between them include a seam in which the edges of disks or the like fillings engage with the in the installed position to supporting the weight-bearing edge pointing downwards on at least one glass support, essentially with a base bar within the rebate space extends transversely to the disk plane and on one side by means of a support member on one of the bolt profile in the rebate protruding screw and on supported the bolt profile.
- FIG. 2 of the patent drawings An example of the prior art is shown in FIG. 2 of the patent drawings.
- the forces originating from the insulating glasses or other panels used in the frame elements are introduced via the glass supports into the bars of the construction.
- the glass supports are clamped between the upper seal receiving chamber and the upper wall of the screw and are based on the screw.
- the main force of the load is introduced into the front part of the glass support and act on the glass support large leverage forces that strain the glass support asymmetrically, with the result that often bulge at too large filling weights through the insulating glass or panels, the glass supports.
- the filling weights of the frame members are set by windows or panels narrow limits.
- the object of the invention is therefore to optimize the introduction of force into the supports so that larger filling weights than before can be used and the Danger of deflections of the glass support is avoided.
- the support part of the glass support is shaped so that it with its effective support surfaces, the screw at least overlaps on two sides.
- a largely symmetrical support reaches the glass support in the latch profile, wherein the support surfaces not only supported on one side of the screw, but the possibility of Support exists on at least two sides.
- the support member is formed by mutually angled support webs, which can be shaped so that they allow an optimal distribution of forces.
- the support part engages with its supporting webs the screw on three Pages.
- the Support webs essentially the shape of the screw channel cross U-profile, wherein the two free leg ends of the U-profile at least selectively on both sides of the screw channel on the bolt profile and at least the connecting web support the two legs of the U-profile on the screw.
- the glass support in the region of the connecting web with the Screwed bolt of the bolt profile is further proposed according to the invention, that of the rebate traversing, connected to the support member Base web of the glass support is designed as a hollow chamber. It is beneficial in all cases when the base web and the support member integrally formed and shaped are that they easily afterwards from the outside of the building in the Let in the latch profile.
- the facade profile shown in Figure 1 shows in cross-section a bolt connection which extends in the mounting position on a building, not shown, substantially horizontally within each facade element.
- the corresponding vertically extending post assembly of a single frame member is not shown in the drawing.
- the bolt connection 1 within a frame member comprises in each case a pressure profile 2 and a bolt profile 3.
- Between two profiles is the rebate 4, in which the edges 7, 8 of discs 9, 10 engage. Instead of the discs and fillings or panels can be used from other materials.
- a block bridge 9 'on a glass support 11 which extends with a base web 12 within the rebate space 4 substantially transverse to the plane of the pane and on one side by means of a as a whole with 13 designated supporting part on the one hand on a rebate 4 facing wall 3 'of the locking bar 3 and on the other on at least two sides of a screw 14 is supported, which protrudes from the wall 3' to the rebate 4 out.
- the discs 9, 10 are located on the inside of the building to seals 15, which are releasably secured in the seal receiving chambers 16. On the outside of corresponding seals 17 are applied to the discs.
- the pressure profile 2 is additionally covered by a cover 18.
- support member 13 of the glass support 11 has support webs 21, 22, 23, which are so angled against each other, that they with their effective Support surfaces 21 ', 22' (Fig. 3) the screw 14 at least on two sides spread.
- the support webs 21, 22, 23 overlap the Screw on each of three sides, but only the support webs 21, 22 at support the screw 14, while the lower support bar 23 with the screw not directly in contact, but with an end-bending 23 'on the wall 3' of the latch profile 3 is supported.
- the end bending 24 of the upper support web 21 is selectively supported both on the wall 3 'of the Riegelprofils 3 from, as well as on a skirt 25 of the upper seal receiving chamber 16th
- the support webs 21, 22, 23 have substantially the shape of the screw channel 14 cross U-profile. While the leg of the U-profile forming the supporting web 21 both on the wall 3 ' the locking profile 3 as well as with its support surface 21 'on the screw 14 is supported, the other free leg 23 is supported at least in the illustrated example not on the underside of the screw, but lies with its angled End 23 'directly on the wall of the bar profile.
- the connecting bridge 22 between the two legs 21, 23 is also based on the rebate 4 facing end face of the screw 14 from. That way, one becomes optimal distribution of forces acting on the glass bearing forces within a Bar cross section reached.
- the base web 12 of the glass support 11 is connected via a bridge 26 with a second web 27 which in the Connecting web 22 of the support member 13 passes.
- the glass support has the Shape of the entire arrangement stabilizing hollow profile.
- the hollow profile with the support member 13 in one piece is also in the example of Figure 4.
- FIGs 5 to 7 are different mounting options of Glasetzlagers 11 via screws, with the screw 28 (FIG. 5) in a blind hole of the screw 14 is screwed while the screw 29 in Figure 6 the Wall 3 'of the bar profile 3 pierces.
- the connection of the Glass support with the bolt profile over a clamping plate 30, by a screw 31 attracted to the inside of the wall 3 'of the bolt-hollow profile 3 and secured becomes. This type of attachment serves to increase the stability.
Abstract
Description
- Figur 1:
- Ein Riegelprofil mit in den Falzraum eingreifenden Scheiben im Querschnitt,
- Figur 2:
- einen Profilquerschnitt mit eingesetztem Glasauflager nach dem bekannten Stand der Technik,
- Figur 3:
- einen Riegelprofilquerschnitt mit einem Glasauflager nach der Erfindung,
- Figur 4:
- eine Ansicht ähnlich Figur 3, mit einem im Querschnitt erfindungsgemäßen abgewandelten Glasauflager,
- Figur 5, 6:
- einen Riegelprofilquerschnitt nach der Figur 3 mit diesem verschraubten Glasauflagern und
- Figur 7:
- eine besondere Art der Schraubbefestigung des Glasauflagers mit dem Riegelprofil.
Claims (8)
- Aus zusammengesetzten Rahmenelementen bestehende Pfosten-Riegelkonstruktion, insbesondere für Fassaden, Dächer und dergleichen, mit jedem Rahmenelement zugeordneten gebäudeabgewandten Andruckprofilen und gebäudezugewandten bzw. gebäudeinnenseitigen Riegelprofilen, welche zwischen sich einen Falzraum einschließen, in den die Ränder von Scheiben oder dergleichen Füllungen eingreifen, die sich mit dem in der Einbaustellung nach unten weisenden gewichtsbelasteten Rand auf mindestens einem Glasauflager abstützen, das sich mit einem Basissteg innerhalb des Falzraumes im Wesentlichen quer zu der Scheibenebene erstreckt und sich an einer Seite mittels eines Stützteiles an einem von dem Riegelprofil in den Falzraum vorstehenden Schraubkanal und an dem Riegelprofil abstützt, dadurch gekennzeichnet, dass der Stützteil (13) des Glasauflagers (11) derart geformt ist, dass er mit seinen wirksamen Stützflächen (21', 22') den Schraubkanal (14) zumindest an zwei Seiten übergreift.
- Pfosten-Riegelkonstruktion nach Anspruch 1, dadurch gekennzeichnet, dass der Stützteil (13) von gegeneinander abgewinkelten Stützstegen (21, 22, 23, 24, 23') gebildet ist.
- Pfosten-Riegelkonstruktion nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass der Stützteil (13) den Schraubkanal (14) an drei Seiten übergreift.
- Pfosten-Riegelkonstruktion nach einem oder mehreren der Ansprüche 1-3, dadurch gekennzeichnet, dass die Stützstege (21,22,23) im Wesentlichen die Form eines den Schraubkanal (14) übergreifenden U-Profils haben, dessen beide freie Schenkelenden (24, 23') sich zumindest punktuell beidseits des Schraubkanals (14) an dem Riegelprofil (3) abstützen.
- Pfosten-Riegelkonstruktion nach einem oder mehreren der Ansprüche 1-4 dadurch gekennzeichnet, dass das Glasauflager (11) im Bereich des Verbindungssteges (22) mit dem Schraubkanal (14) des Riegelprofils 3 verschraubt ist.
- Pfosten-Riegelkonstruktion nach einem oder mehreren der Ansprüche 1-5, dadurch gekennzeichnet, dass der den Falzraum (4) durchquerende, mit dem Stützteil (13) verbundene Basissteg (12) des Glasauflagers (11) als Hohlkammerprofil (12, 26, 27, 22) ausgebildet ist.
- Pfosten-Riegelkonstruktion nach einem oder mehreren der Ansprüche 1-6 dadurch gekennzeichnet, dass der Basissteg (12) bzw. das Hohlkammerprofil (12, 26, 27, 22) und der Stützteil (13) einstückig ausgebildet sind.
- Pfosten-Riegelkonstruktion nach einem oder mehreren der Ansprüche 1-7 dadurch gekennzeichnet, dass sich der Verbindungssteg (22) der beiden Schenkel (21, 23) des U-Profils an dem Schraubkanal (14) abstützt.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10150236 | 2001-10-11 | ||
DE10150236A DE10150236C2 (de) | 2001-10-11 | 2001-10-11 | Aus zusammengesetzten Rahmenelementen bestehende Pfosten-Riegelkonstruktion |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1302602A1 true EP1302602A1 (de) | 2003-04-16 |
EP1302602B1 EP1302602B1 (de) | 2008-01-09 |
Family
ID=7702201
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02020097A Expired - Lifetime EP1302602B1 (de) | 2001-10-11 | 2002-09-07 | Aus zusammengesetzten Rahmenelementen bestehende Pfosten- Riegelkonstruktion |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1302602B1 (de) |
AT (1) | ATE383476T1 (de) |
DE (2) | DE10150236C2 (de) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102009007185B3 (de) * | 2009-02-03 | 2010-04-15 | Eduard Hueck Gmbh & Co Kg | Fassaden- oder Lichtdachkonstruktion |
CN102230330A (zh) * | 2010-09-27 | 2011-11-02 | 上海玻机幕墙工程有限公司 | 一种明框幕墙横框与竖框的连接机构 |
GB2490011A (en) * | 2011-04-11 | 2012-10-17 | Architectural & Metal Systems Ltd | Two part curtain walling mullion |
WO2013090415A1 (en) * | 2011-12-14 | 2013-06-20 | Pella Corporation | Thermal break for curtain wall |
US8927086B2 (en) | 1999-06-21 | 2015-01-06 | Pella Corporation | Method of making a reinforcing mat for a pultruded part |
CN105525708A (zh) * | 2015-11-04 | 2016-04-27 | 浙江亚厦幕墙有限公司 | 一种玻璃板块托条连接结构 |
CN112324025A (zh) * | 2020-10-30 | 2021-02-05 | 广州建筑装饰集团有限公司 | 一种装配式幕墙 |
EP4015727A1 (de) * | 2020-12-15 | 2022-06-22 | Wonjin, Aluminium | Fenster mit ausgezeichneter isolation und erdbebensicherheit und höheneinstellung |
EP4328409A1 (de) * | 2022-08-26 | 2024-02-28 | SCHÜCO International KG | Tragkonstruktion |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102010045499A1 (de) * | 2010-09-15 | 2012-03-15 | Eduard Hueck Gmbh & Co Kg | Fassadenanordnung, sowie Verfahren zur Kompensation der Durchbiegung eines Trägerprofils |
US9212482B2 (en) | 2014-02-24 | 2015-12-15 | Steelglaze, Inc. | Curtain wall mullions, transoms and systems |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL9100188A (nl) * | 1991-02-01 | 1992-09-01 | Nijs & Vale B V | Vliesgevelconstructie met afdekprofiel. |
DE19603433A1 (de) * | 1996-01-31 | 1997-08-07 | Gerhard Kaese | Vorrichtung zur vorläufigen Halterung von Einsatzteilen in Riegel- und Pfostenfassaden |
GB2363406A (en) * | 2000-04-26 | 2001-12-19 | Peter Lau | Sealing, e.g. of curtain wall. |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29603707U1 (de) * | 1996-02-29 | 1996-04-18 | Raico Bautechnik Gmbh | Metallfassade |
DE20016913U1 (de) * | 2000-09-30 | 2000-12-28 | Schueco Int Kg | Im Glasfalz einer Fassade oder eines Lichtdaches vorgesehene Trägereinheit |
DE20021877U1 (de) * | 2000-12-29 | 2001-04-05 | Schueco Int Kg | Dichtungsleiste für eine Fassade und/oder ein Dach |
-
2001
- 2001-10-11 DE DE10150236A patent/DE10150236C2/de not_active Expired - Fee Related
-
2002
- 2002-09-07 EP EP02020097A patent/EP1302602B1/de not_active Expired - Lifetime
- 2002-09-07 AT AT02020097T patent/ATE383476T1/de active
- 2002-09-07 DE DE50211506T patent/DE50211506D1/de not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL9100188A (nl) * | 1991-02-01 | 1992-09-01 | Nijs & Vale B V | Vliesgevelconstructie met afdekprofiel. |
DE19603433A1 (de) * | 1996-01-31 | 1997-08-07 | Gerhard Kaese | Vorrichtung zur vorläufigen Halterung von Einsatzteilen in Riegel- und Pfostenfassaden |
GB2363406A (en) * | 2000-04-26 | 2001-12-19 | Peter Lau | Sealing, e.g. of curtain wall. |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8927086B2 (en) | 1999-06-21 | 2015-01-06 | Pella Corporation | Method of making a reinforcing mat for a pultruded part |
US9249532B2 (en) | 1999-06-21 | 2016-02-02 | Pella Corporation | Method of making a reinforcing mat for a pultruded part |
DE102009007185B3 (de) * | 2009-02-03 | 2010-04-15 | Eduard Hueck Gmbh & Co Kg | Fassaden- oder Lichtdachkonstruktion |
CN102230330A (zh) * | 2010-09-27 | 2011-11-02 | 上海玻机幕墙工程有限公司 | 一种明框幕墙横框与竖框的连接机构 |
GB2490011B (en) * | 2011-04-11 | 2017-01-04 | Arch & Metal Systems Ltd | Two Box-Section Beam |
GB2490011A (en) * | 2011-04-11 | 2012-10-17 | Architectural & Metal Systems Ltd | Two part curtain walling mullion |
US9903113B2 (en) | 2011-12-14 | 2018-02-27 | Pella Corporation | Thermal break for curtain wall |
US9371646B2 (en) | 2011-12-14 | 2016-06-21 | Pella Corporation | Thermal break for curtain wall |
WO2013090415A1 (en) * | 2011-12-14 | 2013-06-20 | Pella Corporation | Thermal break for curtain wall |
CN105525708A (zh) * | 2015-11-04 | 2016-04-27 | 浙江亚厦幕墙有限公司 | 一种玻璃板块托条连接结构 |
CN112324025A (zh) * | 2020-10-30 | 2021-02-05 | 广州建筑装饰集团有限公司 | 一种装配式幕墙 |
EP4015727A1 (de) * | 2020-12-15 | 2022-06-22 | Wonjin, Aluminium | Fenster mit ausgezeichneter isolation und erdbebensicherheit und höheneinstellung |
EP4328409A1 (de) * | 2022-08-26 | 2024-02-28 | SCHÜCO International KG | Tragkonstruktion |
Also Published As
Publication number | Publication date |
---|---|
DE10150236C2 (de) | 2003-12-04 |
ATE383476T1 (de) | 2008-01-15 |
DE50211506D1 (de) | 2008-02-21 |
EP1302602B1 (de) | 2008-01-09 |
DE10150236A1 (de) | 2003-05-08 |
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