EP1087068A2 - Gebäudeskelett - Google Patents
Gebäudeskelett Download PDFInfo
- Publication number
- EP1087068A2 EP1087068A2 EP00119616A EP00119616A EP1087068A2 EP 1087068 A2 EP1087068 A2 EP 1087068A2 EP 00119616 A EP00119616 A EP 00119616A EP 00119616 A EP00119616 A EP 00119616A EP 1087068 A2 EP1087068 A2 EP 1087068A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- web
- groove
- longitudinal groove
- building skeleton
- 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.)
- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
- E04C2003/0417—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts demountable
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/0439—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
Definitions
- the invention relates to a building skeleton according to the preamble of claim 1.
- a building skeleton of this type is known from DE 196 36 802 A1. It shows one Building skeleton with load-bearing profile rails as supports and beams, which in Seen cross-section have an I-shape symmetrical to the cross-section center and have two identical rectangular heads, joined together by a web are connected, on their top side facing away from the web, with a bilateral rectangular undercut longitudinal groove are provided and including the Extend the longitudinal groove on both sides equally over the web, with the further Longitudinal groove in the overlap area has a rectangular cross section that Bridge and the walls of the heads around the longitudinal groove each 4 mm thick have the outer head width 60 mm, the outer head height 19 mm and the extended groove width is 52 mm.
- the inventors aim to solve the problem of creating a very stable, attractive, to create elegant, inexpensive construction, which is only one Profile cross-sectional shape and profile cross-section size for the majority of all Columns and girders of the building skeleton needed.
- a building skeleton according to the invention is characterized in that that the outer profile height 175 mm and the opening width of the longitudinal groove 40 mm is.
- all rails consist of one Aluminum alloy.
- the profile height of 175 mm preferably has a tolerance of minus 0.5 mm and plus 1 mm and all other dimensions mentioned preferably have one Tolerance of plus and minus 0.5 mm each.
- At least two of the profiled rails are arranged parallel next to one another and connected to one another to form a hollow profile unit, in which the planes of the webs are arranged parallel and at a distance from one another.
- the profile rails can also be stacked upright, ie head to head, and connected to one another for the highest loads.
- the profile rail 2 according to the invention shown in front view in FIG. 1 can be seen in Building skeletons can be used as supports or beams.
- the profile rail 2 seen in cross-section has an I-shape symmetrical to the center of the cross-section, consists of an aluminum alloy and contains a total of one piece consisting of two heads 4 and a web 6 connecting them to each other Heads 4 each have a single center on their upper side facing away from the web 6 arranged, rectangular undercut longitudinal groove 8 and protrude including the longitudinal groove 8 on both sides equally over the web 4th at right angles.
- Each longitudinal groove 8 has in the undercut area 10, which is the groove area located under the constriction 12, a rectangular one Cross-section.
- the web 6 and the walls 14, 16 and 18 of the heads 4 have their longitudinal groove 8 each a thickness D of 4 mm.
- the outer head width KB is 60 mm
- the outer Head height KH is 19 mm
- the extended groove width EN is 52 mm in Groove undercut area 10.
- Groove undercut area 10 has one rectangular cross section.
- the longitudinal grooves 8 preferably also in the area between the Sidewall areas of their groove constriction 12 a rectangular cross section.
- the outer profile height PH is 175 mm and the opening width OB Longitudinal grooves 8 is 40 mm each.
- the outer profile height PH of 175 mm should not be smaller if possible. A Greater height is rarely necessary and therefore unsuitable as Standard size. Therefore the tolerance of the profile height of 175 mm should not outside a range of minus 0.5 mm, preferably 0.0 mm, and plus 1.0 mm lie. The tolerances of all other dimensions should not be greater than plus and minus 0.5 mm each.
- a plurality of profile rails 2 are advantageous Can be combined with each other. Due to the rectangular undercut of the Longitudinal grooves 8 in the size mentioned can be simply shaped, that is Rectangular connecting elbows are used in the longitudinal grooves Connection of two or more of the rails with each other or with others Components, e.g. B. wall panels. Furthermore, the dimensions mentioned allow Use of machine screws with threaded nuts up to an external one Thread diameter of 10 mm (thread M 10) in such a way that the Threaded nuts or the screw heads next to the web 6 are rotatable without to be blocked by the web 6.
- the profile rail 2 is highly resilient and has a light weight.
- Fig. 2 shows a broken end view of the profile rail 2 of Fig. 1 with a right-angled connecting angle piece 30, the one in the longitudinal grooves 8 Head 4 insertable legs 30-1 and 30-2 in the area on both sides of the Web 6 each have at least one, preferably two holes 32 through which with machine screws 34 on the groove base 36 on both sides of the web 6 are attachable.
- the threaded shaft 38 of the screws 34 protrudes through the Bores 32 of the connecting angle piece 30 and through holes 40 in Groove bottom 36 through.
- Threaded nuts 42 screwed onto the screws 34 or the screw head can be rotatably arranged next to the web 6, without being blocked by the web 6.
- FIG. 3 shows schematically an end view of three profile rails 2 from FIG. 1, which are parallel and spaced apart with respect to the plane of their webs 6 are arranged, their heads 4 together in the rail height direction issue.
- the rails are by machine screws 40, which are approximately half the rail height and thus in the neutral central area of the profile rails are arranged, screwed together and together form a Hollow profile unit, each with a cavity formed between two rails 42.
- Such hollow profile units can be subjected to extremely high bending loads.
- Fig. 4 shows a side view of a profile rail 2 of Fig. 1 as a support and further such profile rail 2 as a carrier, which by a right-angled Connection angle piece 30 connected to each other and by Machine screws 34 are screwed together.
- Fig. 5 shows two rails 2 of Fig. 1, one of which as a support and the other than obliquely arranged beam or roof beam is arranged. she are connected to each other by connecting angle pieces 50, which two under an angle of more than 90 degrees but less than 180 degrees to each other arranged angle legs 50-1 and 50-2, each in the Groove undercut area of the longitudinal grooves 8 inserted in the longitudinal direction of the groove are.
- the one leg 50-2 inserted into the carrier 2 is on both sides provided with a through groove 52 which are so deep that the Head projections, which form the groove constriction 12 of the support 2, engage in it can and the other leg 50-1 in the groove undercut 10 of the Support 2 can be inserted.
- connection angle piece 50 serving machine screws 34 are indicated schematically.
- FIG. 6 shows the connecting angle piece 50 from FIG. 5 in the direction of an arrow VI seen from Fig. 5.
- Fig. 6 also shows through holes 32 for the Machine screws 34 and dashed indicated that as a vertical support serving profile rail 2 of FIG. 5.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
(4) und einem sie verbindenden Steg (6). Die Köpfe (4) haben auf ihrer vom Steg (6) abgewandten Oberseite eine beidseitig rechteckig hinterschnittene Längsnut (8). Der Steg (6) und die Wände der Köpfe (4) um die Längsnut (8) herum haben je eine Dicke von 4 mm, die äußere Kopfbreite (KB) ist 60 mm, die äußere Kopfhöhe (KH) ist 19 mm, die erweiterte Nutbreite (EN) ist 52 mm, die äußere Profilhöhe (PH) ist 175 mm und die Öffnungsbreite (OB) der Längsnuten (8) ist 40 mm.
Description
Die Profilschienen können auch hochkant, d. h. Kopf auf Kopf, aufeinandergelegt und zu einer Einheit miteinander verbunden werden für höchste Belastungen.
- Fig. 1
- eine Stirnansicht einer Profilschiene eines Gebäudeskeletts nach der Erfindung,
- Fig.2
- eine abgebrochene Teilansicht der Profilschiene von Fig. 1 mit einem angeschraubten Eckverbinder,
- Fig. 3
- eine Stirnansicht einer aus drei Profilschienen von Fig. 1 gebildeten Hohlprofil-Einheit,
- Fig. 4
- eine Seitenansicht von zwei Profilschienen von Fig. 1 als Stütze und Träger rechtwinkelig zueinander angeordnet,
- Fig. 5
- eine Seitenansicht von zwei Profilschienen von Fig. 1, teilweise im Längsschnitt VI-VI von Fig. 6 dargestellt, als Stütze und Träger unter einem Winkel von mehr als 90 Grad, jedoch kleiner als 180 Grad zueinander angeordnet,
- Fig. 6
- eine Stirnansicht eines Verbindungswinkelstückes in Richtung eines Pfeiles VI in Fig. 5 gesehen.
Claims (4)
- Gebäudeskelett mit tragenden Profilschienen (2) als Stützen und Träger, welche im Querschnitt gesehen eine zur Querschnittsmitte symmetrische I-Form haben und zwei identische rechteckige Köpfe (4) aufweisen, die durch einen Steg (6) miteinander verbunden sind, auf ihrer vom Steg abgewandten Oberseite mit einer beidseitig rechteckig hinterschnittenen Längsnut (8) versehen sind und einschließlich der Längsnut auf beiden Seiten gleich weit über den Steg überstehen, wobei ferner die Längsnut (8) im Hinterschneidungsbereich einen rechteckigen Querschnitt hat, der Steg (6) und die Wände der Köpfe (4) um die Längsnut (8) herum je eine Dicke von 4 mm haben, die äußere Kopfbreite (KB) 60 mm, die äußere Kopfhöhe (KH) 19 mm und die erweiterte Nutbreite (EN) 52 mm beträgt,
dadurch gekennzeichnet,
daß die äußere Profilhöhe (PH) 175 mm und die Öffnungsbreite (OB) der Längsnuten (8) je 40 mm beträgt. - Gebäudeskelett nach Anspruch 1, dadurch gekennzeichnet, daß die Profilschienen (2) einstückig aus einer Aluminiumlegierung bestehen.
- Gebäudeskelett nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Abmessungstoleranz der Profilhöhe (PH) von 175 mm im Bereich von minus 0,5 mm bis plus 1,0 mm liegt und daß die Toleranz von allen anderen genannten Abmessungen im Bereich von plus und minus je 0,5 mm liegt.
- Gebäudeskelett nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß mindestens zwei der Profilschienen (2) parallel nebeneinander angeordnet und zu einer Hohlprofileinheit miteinander verbunden sind, bei welcher die Ebenen der Stege (6) parallel und mit Abstand voneinander angeordnet sind und zwischen sich Hohlräume (42) begrenzen.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19945550 | 1999-09-23 | ||
DE1999145550 DE19945550A1 (de) | 1999-09-23 | 1999-09-23 | Gebäudeskelett |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1087068A2 true EP1087068A2 (de) | 2001-03-28 |
EP1087068A3 EP1087068A3 (de) | 2002-07-24 |
Family
ID=7922991
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00119616A Withdrawn EP1087068A3 (de) | 1999-09-23 | 2000-09-08 | Gebäudeskelett |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1087068A3 (de) |
DE (1) | DE19945550A1 (de) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19601065A1 (de) | 1996-01-13 | 1997-07-17 | Ernst Koller | Skelettgebäude aus Profilstäben |
DE19636802A1 (de) | 1996-09-11 | 1998-03-12 | Ernst Koller | Gebäudeskelett |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3605350A (en) * | 1969-06-03 | 1971-09-20 | William Stewart Bowers | Modular housing structure |
DE69410090T2 (de) * | 1994-09-09 | 1998-10-01 | Sumitomo Light Metal Ind | Vorgehängte Fassade in wabenförmiger Elementbauweise |
DE19905766A1 (de) * | 1999-02-11 | 2000-08-17 | Ernst Koller | Einstückige Gebäudekonstruktions-Profilschiene |
-
1999
- 1999-09-23 DE DE1999145550 patent/DE19945550A1/de not_active Withdrawn
-
2000
- 2000-09-08 EP EP00119616A patent/EP1087068A3/de not_active Withdrawn
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19601065A1 (de) | 1996-01-13 | 1997-07-17 | Ernst Koller | Skelettgebäude aus Profilstäben |
DE19636802A1 (de) | 1996-09-11 | 1998-03-12 | Ernst Koller | Gebäudeskelett |
Also Published As
Publication number | Publication date |
---|---|
EP1087068A3 (de) | 2002-07-24 |
DE19945550A1 (de) | 2001-03-29 |
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Legal Events
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Effective date: 20030125 |