DE2011258A1 - Skeleton or frame construction for buildings - Google Patents
Skeleton or frame construction for buildingsInfo
- Publication number
- DE2011258A1 DE2011258A1 DE19702011258 DE2011258A DE2011258A1 DE 2011258 A1 DE2011258 A1 DE 2011258A1 DE 19702011258 DE19702011258 DE 19702011258 DE 2011258 A DE2011258 A DE 2011258A DE 2011258 A1 DE2011258 A1 DE 2011258A1
- Authority
- DE
- Germany
- Prior art keywords
- skeleton
- profiles
- support
- frame construction
- legs
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims description 15
- 210000002414 leg Anatomy 0.000 description 13
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 210000000689 upper leg Anatomy 0.000 description 1
Classifications
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- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
-
- 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
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
- E04B1/615—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by expansion
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
- E04B1/6154—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by friction-grip
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
- E04B1/6158—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by formlocking
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7448—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with separate framed panels without intermediary posts, extending from floor to ceiling
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
-
- 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
- E04B2001/0053—Buildings characterised by their shape or layout grid
- E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
-
- 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
- E04B2001/2448—Connections between open section profiles
-
- 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
- E04B2001/2463—Connections to foundations
-
- 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
- E04B2001/2466—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
- 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
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
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- 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
- E04B2001/2481—Details of wall panels
Description
Skelett oder Eahmenkonstruktion für Bauwerke. Zusatz zu Patent... (Pat. Amn. P 19 29 175.9)Skeleton or frame construction for buildings. Addendum to patent ... (Pat. Amn. P 19 29 175.9)
Das TIauptpatent (Patentanmeldung P 19 29 175.9) bezieht sich auf eine Wand- oder Trennwandsystem sowie eine Eahmenkonstruktion für Wände, die nicht selbststehend oder selbsttragend sind. Diese Eahmenkonstruktion aus Säulen und Trägern eignet sich auch zur Errichtung ein- oder mehrgeschossiger Gebäude.The main patent (patent application P 19 29 175.9) refers to a wall or partition system and a frame construction for walls that are not self-standing or self-supporting. These Frame construction made of columns and beams is also suitable for Construction of one or more storey buildings.
Es hat sich nunmehr gezeigt, daß der Eahmenkonstruktion eine große Bedeutung zukommt und die vorliegende Erfindung bezieht sich.demnach auf eine Vervollkommnung dieser Eahmenkonstruktion im Hinblick auf eine zweckmäßige Ausgestaltung und Vereinfachung der Konstruktionselemente sowie auf eine Anpassung an verschiedende Easterarten. ......It has now been shown that the frame construction is a is of great importance and the present invention relates accordingly to a perfecting of this frame construction with regard to an expedient design and simplification of the construction elements as well as an adaptation to different ones Easter species. ......
Nach der Erfindung wird eine Skelett- oder Eahmenkonstruktion aus Stützsäulen und Trägern vorgeschlagen, die sich dadurch auszeichnet, daß die Stützen aus mehreren Profilen bestehen, wobei die radial verlaufenden Schenkel eines und/oder benachbarter Profile Nuten zum Eingriff der das Horizontalraster ausmachenden Träger bilden. Die aus mehreren Profilen zusammengesetzten Stützen sind erftndungsgemäß so vorgeschlagen, daß die r -.1.-00· 39/0*3 7 According to the invention, a skeleton or frame construction of support columns and beams is proposed, which is characterized in that the supports consist of several profiles, the radially extending legs of one and / or adjacent profiles forming grooves for engagement of the beams making up the horizontal grid. The supports composed of several profiles are proposed according to the invention in such a way that the r -.1.-00 · 39/0 * 3 7
Träger im konventionellen 90° Raster oder auch im 60 bzw. 120° Raster verlaufen können und kraftschlüssig vorzugsweise durch Verschraubung mit den Stützen verbunden sind.Supports can run in the conventional 90 ° grid or also in the 60 or 120 ° grid and preferably through a force fit Screw connection are connected to the supports.
Im Falle des rechtwinkligen Trägeranschlußes besteht die Stützsäule nach der Erfindung aus zwei Profilteilen, die aus je einer planen leiste mit senkrecht dazu in einem eine Nut bildenden Abstand verlaufenden Schenkeln bestehen. Drei Profile, deren Schenkel einen Winkel von 120° einschließen, dienen als Stützsäulen für das 120° Raster. Die einzelnen Profile sind dabei mit gleichem Abstand zueinander zu einer Säulen zusammengefaßt. Beidseitig der Winkelhalbierenden vorgenannter Profile können auch zwei Schenkel angeformt oder angeordnet sein, die einen den Abständen zwischen den einzelnen Profilen entsprechende Nut einschließen, die sich über die gesamte Länge des Profils erstrecken. Damit ist die Säule dem 60° Raster angepaßt.In the case of the right-angled beam connection, there is a support column according to the invention of two profile parts, each made of a flat bar with perpendicular to it in a groove forming a distance running legs exist. Three profiles, the legs of which enclose an angle of 120 °, serve as supporting pillars for the 120 ° grid. The individual profiles are combined to form a column with the same distance from one another. On both sides the bisector of the aforementioned profiles can also have two legs formed on or arranged to form the spacing Include between the individual profiles corresponding groove that extend over the entire length of the profile. So is the column adapted to the 60 ° grid.
Die einzelnen zu einer Stütze gehörenden Profile werden vornehmlich durch die Träger miteinander verbunden, wobei die Stütze stets so.zu dem Träger gedreht sein kann, daß ein Träger gleichzeitig jeweils zwei Profile miteinander verbindet. Nur in dem Fall, daß eine Verbindung eines Profilteiles mit dem anderen über einen Träger nicht erfolgen kann, können die einzelnen Profile blind miteinander verschraubt werden.The individual profiles belonging to a column are primarily connected to each other by the carrier, the support can always be rotated so.zu the carrier that a carrier at the same time connects two profiles with each other. Only in the case that a connection of a profile part with the other over A carrier cannot be made, the individual profiles can be screwed together blindly.
Zur Verankerung der Stützsäulen am Fundament können winklig abgebogene Laschen vorgesehen sein öder aber auch Fußplatten mit senkrecht stehenden Flanschen zum Eingriff in die von den Profilen gebildeten Nuten. Es ist dabei auch die Möglichkeit gegeben, die Flansche mit den Schenkeln der Profilteile zu verschrauben.Angled can be used to anchor the support columns to the foundation Brackets can be provided or foot plates with perpendicular flanges for engaging in those formed by the profiles Grooves. It is also possible to screw the flanges to the legs of the profile parts.
109139/0837109139/0837
Ausführungsbeispiele des Erfindungsgegenstandes sind in den Zeichnungen dargestellt und werden anhand dieser beschrieben.Embodiments of the subject matter of the invention are in the Drawings shown and are described on the basis of this.
Dabei zeigt:It shows:
Fig. 1 in perspektivischer Darstellung zwei Stützen mit einemFig. 1 is a perspective view of two supports with one
horizontal verlaufenden Träger,
Fig. 2 eine Fußplatte,horizontal beams,
2 shows a base plate,
Fig. 3 einen Querschnitt durch die Stütze nach Fig. 1, Fig. 4 einen Querschnitt durch die andere Stütze und Fig.5 einen Querschnitt durch eine Modifikation der Stütze nach Fig. A. Fig. 3 is a cross sectional view of the support according to Fig. 1, Fig. 4 shows a cross section through the other support, and Figure 5 a cross section through a modification of the support according to Fig. A.
Fig. 1 zeigt zwei Stützen 1 nach der Erfindung sowie einen dazwischen vorgesehenen Träger 2. Die Säulen 1 bestehen aus den beiden Profilteilen 1a und 1b und können über den Fußteil 3 aus der Platte 4 und den senkrecht stehenden in die Nuten der Säulen eingreifende Flanscht mit dem Fundament verbunden werden. Selbstverständlich besteht auch die Möglichkeit die Profilteile unmittelbar über Winkellaschen mit dem Fundament zu verbinden.Fig. 1 shows two supports 1 according to the invention and one between them provided carrier 2. The columns 1 consist of the two profile parts 1a and 1b and can be made via the foot part 3 the plate 4 and the vertical ones in the grooves of the columns engaging flanges are connected to the foundation. Of course there is also the possibility of the profile parts directly to be connected to the foundation using angle brackets.
Zum kraftSchlussigen Angriff der Horizontalträger 2 wird dieser in die von den Profilen 1a und Tb gebildeten Wüten eingeschoben und mit den die Sütze bildenden Profilen verbunden, vorzugsweise verschraubt. Die Bohrungen zum Durchgriff der Schrauben sind in dem Träger mit 6 in der Sääule mit 7 bezeichnet. Die Stützsäulen sind, wie auch in Fig. 1 gezeigt, zweckmäßigerweise so angeordnet, daß der Träger in eine Nut eingreift, deren Schenkel von zwei benachbarten Profilteilen gebildet sind, so daß gleichzeitig mit der Verbindung des Trägers und der Stütze auch eine Verbindung der zu einer Stütze gehörenden Profile untereinander erhalten wird, undFor the force-fit attack of the horizontal girder 2, this is shown in the rage formed by the profiles 1a and Tb inserted and connected to the profiles forming the support, preferably screwed. The holes for the screws to pass through are in the Carrier designated with 6 in the column with 7. The supporting pillars are as also shown in Fig. 1, expediently arranged so that the carrier engages in a groove, the legs of which are formed by two adjacent profile parts, so that simultaneously with the connection of the beam and the support also connect the to profiles belonging to a column are obtained, and
109839/0837109839/0837
sich eine zusätzliche Verbindung erübrigt. Nur für den Fall, daß eine, solche Verbindung für alle Profile der Säule unmöglich ist, ist eine Blindverschraubung oder dergl. vorgesehen. Die Länge der einzelnen Träger und die Anordnung der Stützsäulen richtet sich nach den statischen.Belangen des jeweiligen Grundrißes.an additional connection is not necessary. Just in case such a connection is impossible for all profiles of the column is, a blind screw or the like. Provided. The length of the individual girders and the arrangement of the support columns depend on the static concerns of the respective Floor plan.
Die Träger 2 sind doppel-T-förmig ausgebildet, wobei die Enden des oberen Trägersteges 8 abgeschrägt und die Enden des unteren Steges 9 im Bereich der Stütze 1 abgenommen sind. Die Abschrägung der Enden des Steges 8 ermöglicht die Anordnung von Trägern in jeder der vier vorhandenen Nuten.The carriers 2 are double-T-shaped, with the ends of the upper carrier web 8 beveled and the ends of the lower one Web 9 in the area of the support 1 are removed. The beveling of the ends of the web 8 enables the arrangement of supports in each of the four existing grooves.
In den Fig. 3, 4 und 5 sind Querschnitte durch verschiedene Stützen, nach der Erfindung gezeigt.3, 4 and 5 are cross-sections through different ones Supports shown according to the invention.
Fig. 3 zeigt dabei die Stütze 1 nach Fig. 1. Die Stütze 1 ist aus den beiden Profilen 1a und 1b zusammengesetzt, die mit Nuten bildendem Abstand zueinander angeordnet sind. Die Profile bestehen aus einer Leiste 11 mit senkrecht dazu in der Mitte angeordneten Schenkeln 11a und 11b. Die zwischen den Schenkeln befindliche Nut ist in ihrer Breite entsprechend der zwischen den beiden Profilen bemessen. Der Träger 2 ist mittels der Schraube 10 kraftschlüssig im Gegensatz zur Fig. 1 zwischen den Schenkeln 11a und 11b eingebracht und verschraubt. Die Enden der leisten und Schenkel sind nach der der Nut abgewandten Seite rechtwinklig abgebogen. Die Art der Stütze 1 findet bei konventionellen Grundrissen im 90° Easter Anwendung.Fig. 3 shows the support 1 according to FIG. 1. The support 1 is composed of the two profiles 1a and 1b, which with Grooves are arranged spaced apart from one another. The profiles consist of a bar 11 arranged perpendicular to it in the middle Legs 11a and 11b. The one between the thighs The width of the groove corresponds to that between the two profiles. The carrier 2 is by means of the screw 10 frictionally in contrast to FIG. 1 between the legs 11a and 11b and screwed. The ends of the strips and legs are bent at right angles on the side facing away from the groove. The type of support 1 takes place in conventional floor plans in the 90 ° Easter application.
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Für Bauten im Dreieckraster dienen die Säulenquerschnitte der Fig. 4 und 5. Die Stütze 12 gemäß Fig. 4 besteht aus den drei Profilen 12a, 12b, 12c, deren Schenkel 13 einen Winkel von 120° einschließen. Die Säule wird durch Anordnung dreier Profile 12a, 12b, 12c gebildet die im gleichen Abstand voneinander zur Schaffung der für die Träger bestimmten Nuten angeordnet.sind. Die Verbindung des Trägers 2. mit der Stütze 12 erfigt wiederum durch Verschraubung; die Schraube 10 stellt dabei nicht nur die Verbindung zwischen den Trägern und der Stütze, sondern auch zwischen den beiden Profilen. 12a und 12b dar.The cross-sections of the columns are used for buildings in a triangular grid 4 and 5. The support 12 according to FIG. 4 consists of the three Profiles 12a, 12b, 12c, the legs 13 of which have an angle of 120 ° lock in. The column is formed by arranging three profiles 12a, 12b, 12c which are equidistant from one another to create the grooves intended for the carrier are arranged. The connection of the carrier 2 with the support 12 is again made by Screwing; the screw 10 is not only the connection between the beams and the support, but also between the two profiles. 12a and 12b.
Eine Modifikation des in Fig. 4 gezeigten Stützenprofils ist in Fig. 5 dargestellt. Die Stütze 17 ist dabei ebenfalls aus drei Profilen 17a, 17b, 17c zusammengesetzt, die gegenüber den Profilen 12a, 12b, 12c zusätzlich symmetrisch zur Winkelhalbierenden im Nutabstand angeordnete Schenkel 19 aufweist. Durch die Ausbildung der Profile ist die Anwendung eines 60° Rasters in Verbindung mit Stützen der erfindungsgemäßen Art möglich. Die Träger können sowohl zwischen den Schenkeln 19, als auch zwischen benachbarten Profilteilen wie z. B. 17b und 17c angeordnet sein.A modification of the post profile shown in Fig. 4 is in Fig. 5 shown. The support 17 is also made up of three Profiles 17a, 17b, 17c composed opposite the profiles 12a, 12b, 12c additionally has legs 19 arranged symmetrically to the bisector at the groove spacing. Through training the profile is the application of a 60 ° grid in conjunction possible with supports of the type according to the invention. The carrier can be between the legs 19, as well as between adjacent Profile parts such. B. 17b and 17c be arranged.
In den Ausführungen der Fig. 4 und 5 sind ebenfalls die Enden der Profilschenkel rechtwinklig abgebogen. Die Abbiegung dient dem Anschlag vorzusehender Wandelemente, die direkt oder indirekt über Vtrbindungselemente in die Nuten zwischen oder an den Profilen eingreifen können.In the embodiments of FIGS. 4 and 5, the ends of the Profile legs bent at right angles. The bend is used to stop wall elements to be provided, which are directly or indirectly via Fasteners in the grooves between or on the profiles can intervene.
Patentansprüche:Patent claims:
109839/0837109839/0837
Claims (9)
Priority Applications (19)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19691929175 DE1929175A1 (en) | 1969-06-09 | 1969-06-09 | Wall, especially partition wall system |
DE19702011258 DE2011258A1 (en) | 1969-06-09 | 1970-03-10 | Skeleton or frame construction for buildings |
CH820970A CH533735A (en) | 1969-06-09 | 1970-06-02 | Structure with frame construction |
CH562472A CH536405A (en) | 1969-06-09 | 1970-06-02 | Wall made of panel elements |
IL34662A IL34662A (en) | 1969-06-09 | 1970-06-04 | Building frame structure |
GB2730070A GB1319141A (en) | 1969-06-09 | 1970-06-05 | Building structure |
FR7020696A FR2045925A1 (en) | 1969-06-09 | 1970-06-05 | |
SE7007879A SE371241B (en) | 1969-06-09 | 1970-06-08 | |
AT512670A AT327462B (en) | 1969-06-09 | 1970-06-08 | STRUCTURE WITH A SKELETON OF PLUMB RIGHT SOCKETS AND HORIZONTAL BEAMS |
IE738/70A IE34270B1 (en) | 1969-06-09 | 1970-06-08 | Building structure |
BR219581/70A BR7019581D0 (en) | 1969-06-09 | 1970-06-08 | BUILDING STRUCTURE |
YU1466/70A YU32221B (en) | 1969-06-09 | 1970-06-08 | Skeletne ili okvirne konstrukcije za podizanje zgrada |
CA084,989A CA956074A (en) | 1969-06-09 | 1970-06-09 | Building frame structure |
US44848A US3706169A (en) | 1969-06-09 | 1970-06-09 | Building-frame structure |
ES1970192531U ES192531Y (en) | 1970-03-10 | 1970-06-09 | STRUCTURE FOR THE CONSTRUCTION OF BUILDINGS. |
JP45050154A JPS524087B1 (en) | 1969-06-09 | 1970-06-09 | |
ZA711500A ZA711500B (en) | 1970-03-10 | 1970-06-19 | Building frame structure |
AR23035970A AR195263A1 (en) | 1970-03-10 | 1970-07-30 | A RESISTANT STRUCTURE FOR BUILDINGS |
US00376448A US3848382A (en) | 1969-06-09 | 1973-07-05 | Building frame structure |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19691929175 DE1929175A1 (en) | 1969-06-09 | 1969-06-09 | Wall, especially partition wall system |
DE19702011258 DE2011258A1 (en) | 1969-06-09 | 1970-03-10 | Skeleton or frame construction for buildings |
US21862672A | 1972-01-17 | 1972-01-17 | |
US00376448A US3848382A (en) | 1969-06-09 | 1973-07-05 | Building frame structure |
Publications (1)
Publication Number | Publication Date |
---|---|
DE2011258A1 true DE2011258A1 (en) | 1971-09-23 |
Family
ID=27430907
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19691929175 Pending DE1929175A1 (en) | 1969-06-09 | 1969-06-09 | Wall, especially partition wall system |
DE19702011258 Pending DE2011258A1 (en) | 1969-06-09 | 1970-03-10 | Skeleton or frame construction for buildings |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19691929175 Pending DE1929175A1 (en) | 1969-06-09 | 1969-06-09 | Wall, especially partition wall system |
Country Status (7)
Country | Link |
---|---|
US (2) | US3706169A (en) |
AT (1) | AT327462B (en) |
CA (1) | CA956074A (en) |
CH (1) | CH533735A (en) |
DE (2) | DE1929175A1 (en) |
FR (1) | FR2045925A1 (en) |
GB (1) | GB1319141A (en) |
Families Citing this family (55)
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DE1929175A1 (en) * | 1969-06-09 | 1970-12-17 | Rensch Eberhard | Wall, especially partition wall system |
US3909914A (en) * | 1969-12-22 | 1975-10-07 | Michael W Symons | Method of forming a structure using jointing members |
DE2108370C2 (en) * | 1971-02-22 | 1984-06-07 | Schockmel et Cie, Louxembourg-Merl | Self-supporting, plate-like wall element |
US4044518A (en) * | 1975-11-25 | 1977-08-30 | Hodge John S | Building structure |
US4216632A (en) * | 1978-10-11 | 1980-08-12 | Reynolds International, Inc. | Support member and method of manufacture |
FR2479306A1 (en) * | 1980-03-28 | 1981-10-02 | Tricht Et De Boo Bv Van | Prefabricated joint for panel - includes seals with enlarged edges which fit into co-operating channels down panel edges |
CH649597A5 (en) * | 1981-03-23 | 1985-05-31 | ||
FR2591311B1 (en) * | 1985-07-30 | 1989-08-25 | Francois Lubin Louis | CONSTRUCTION WITH BASIC STRUCTURE IN FOLDED SHEET (RESEARCH OF ECONOMY AND QUICKNESS OF EXECUTION) |
GB2178776B (en) * | 1985-08-07 | 1989-08-23 | Mah Const & Eng Pty Ltd | Silo construction system |
AT386037B (en) * | 1986-05-02 | 1988-06-27 | Reimoser Fritz | Arrangement for fastening uprights on building structures |
GB2193514B (en) * | 1986-08-07 | 1990-08-15 | Alan Cooper Limited | Panel |
US4862660A (en) * | 1987-07-13 | 1989-09-05 | Raymond Harry W | Foamed panel including an internally mounted stud |
DE3726503A1 (en) * | 1987-08-08 | 1989-02-23 | Schoenfeld Hans Victor | COMPONENT |
US4942709A (en) * | 1987-12-07 | 1990-07-24 | Waldron Michael P | Display panels and connector system therefor |
SE464924B (en) * | 1989-10-06 | 1991-07-01 | Broberg Peter Olof | SET FOR CONSTRUCTION OF BUILDINGS AND BUILDING SYSTEM FOR PERFORMANCE OF SET |
DE4005160A1 (en) * | 1990-02-17 | 1991-08-22 | Aderhold Hermann Adronit Werk | Lattice fence |
US6272796B1 (en) * | 1999-12-30 | 2001-08-14 | Harold E. Metzler | Mortise and tenon joint for post and beam I-beams composed of fiber reinforced pultruded polymer composite |
AT411696B (en) * | 2001-02-13 | 2004-04-26 | Kirchmayer Peter | EXHIBITION SYSTEM |
US6837016B2 (en) | 2001-08-30 | 2005-01-04 | Simmons Robert J | Moment-resistant building frame structure componentry and method |
US20050055969A1 (en) * | 2002-03-18 | 2005-03-17 | Simmons Robert J. | Building frame structure |
US6802169B2 (en) | 2002-03-18 | 2004-10-12 | Robert J. Simmons | Building frame structure |
MXPA04008991A (en) * | 2002-03-18 | 2005-07-01 | J Simmons Robert | Building frame structure. |
US6739330B1 (en) | 2002-08-27 | 2004-05-25 | Stephen Ross | Foam cook top range stand construction system |
US7146770B2 (en) * | 2002-11-05 | 2006-12-12 | Simmons Robert J | Angle-section column-beam connector |
ATE442494T1 (en) * | 2003-01-31 | 2009-09-15 | Niklaus Varga | PROFILE COMPOSITE |
US6807787B1 (en) | 2003-02-05 | 2004-10-26 | Stephen Ross | System for joining foam components |
US7392624B2 (en) * | 2003-02-05 | 2008-07-01 | Dwight Eric Kinzer | Modular load-bearing structural column |
US7310920B2 (en) * | 2004-05-06 | 2007-12-25 | Hovey Jr David | Two-way architectural structural system and modular support member |
EP1947264A4 (en) * | 2005-11-11 | 2014-08-20 | Uchida Yoko Kk | Space structure |
US20090059552A1 (en) * | 2007-08-30 | 2009-03-05 | Wade Womack | Cable spool for use with glanded fiber trucks |
CN102439303A (en) * | 2009-04-22 | 2012-05-02 | 罗奇多特蒙德有限责任公司 | Tower for a wind power plant |
CN201502135U (en) * | 2009-08-20 | 2010-06-09 | 谢英俊 | Light steel roof truss with continuous twin-beam structure |
EP2625345A4 (en) * | 2010-10-08 | 2014-08-06 | Pearls Miihome Ip Pty Ltd | A building |
US8782992B2 (en) * | 2011-04-11 | 2014-07-22 | Juan Lin | Aluminium alloy truss structure |
DE102011050952A1 (en) * | 2011-06-09 | 2012-12-13 | Patea Gmbh | frame profile |
US9109874B2 (en) | 2012-12-29 | 2015-08-18 | Conxtech, Inc. | Modular, six-axis-adjustable, concrete-pour form-structure system |
CA2899004C (en) * | 2013-01-24 | 2020-12-15 | Conxtech, Inc. | Plural-story, pipe-support frame system with modular, removably attachable, lateral-worker-support scaffolding. |
KR102216315B1 (en) | 2013-01-27 | 2021-02-17 | 콘스테크, 아이엔씨. | Dual-function, sequential-task, lug-registry, pick and stack-align building-component handling system |
US9416807B2 (en) | 2013-03-13 | 2016-08-16 | Conxtech, Inc. | Modular, faceted, block-and-shell node system for connecting elongate frame elements |
CN106163965B (en) | 2014-01-13 | 2018-06-08 | 康克斯科技公司 | Clasp and lifting lug system |
USD796774S1 (en) | 2015-03-30 | 2017-09-05 | Conxtech, Inc. | Rail pallet |
USD777947S1 (en) | 2015-03-30 | 2017-01-31 | Conxtech, Inc. | Modular ladder |
USD768466S1 (en) | 2015-03-30 | 2016-10-11 | Conxtech, Inc. | Rail pocket |
USD768420S1 (en) | 2015-03-30 | 2016-10-11 | Conxtech, Inc. | Toe kick |
GB2544459A (en) * | 2015-10-16 | 2017-05-24 | Hutchinson Eng Ltd | Structural support |
US10400449B2 (en) * | 2017-01-30 | 2019-09-03 | SkyPoint Ventures, LLC | Partitioning system for temporary and flexible-use structures |
CN110382797B (en) * | 2017-02-17 | 2022-05-03 | Sdr技术股份有限公司 | Method for manufacturing column-beam joint structure and column-beam joint structure |
WO2019157393A1 (en) | 2018-02-09 | 2019-08-15 | Conxtech, Inc. | Moment connection component lifting tool assembly |
WO2019157394A2 (en) | 2018-02-09 | 2019-08-15 | Conxtech, Inc. | Moment connection component clamping tool |
WO2019157237A1 (en) | 2018-02-09 | 2019-08-15 | Conxtech, Inc. | Full moment connection collar systems |
US10787213B1 (en) * | 2018-06-29 | 2020-09-29 | Bendix Commercial Vehicle Systems Llc | Apparatus for supporting a component mounting plate between trailer beams |
US11685075B2 (en) | 2019-07-24 | 2023-06-27 | Woodpeckers, Llc | Method and apparatus for flattening wide boards |
USD930451S1 (en) * | 2019-07-24 | 2021-09-14 | Woodpeckers, Llc | Apparatus for flattening wide boards |
US11685076B2 (en) | 2019-07-24 | 2023-06-27 | Woodpeckers, Llc | Method and apparatus for milling boards and flattening slabs |
US11761560B2 (en) | 2020-02-19 | 2023-09-19 | Conxtech, Inc. | Modular pipe rack system |
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US1085429A (en) * | 1914-01-27 | Julius Kahn | Structural member. | |
US521320A (en) * | 1894-06-12 | Column | ||
US925677A (en) * | 1908-04-27 | 1909-06-22 | Ralph Roy Belcher | Building and shelving construction. |
US1189492A (en) * | 1913-11-18 | 1916-07-04 | Joseph Schanman | Rail building. |
US3001333A (en) * | 1956-05-05 | 1961-09-26 | Edit Di Ing Renato Piana & C S | Roof covering comprising structural members made from plastics |
US2962133A (en) * | 1956-06-11 | 1960-11-29 | Jerome S Kivett | Construction unit having marginal interconnecting means |
US2882564A (en) * | 1956-10-16 | 1959-04-21 | Couse Mfg Inc | Detachable hinge construction |
DE1434017A1 (en) * | 1962-09-22 | 1968-10-24 | Rensch Eberhard | Single or multi-storey building made of prefabricated components |
US3350828A (en) * | 1965-04-12 | 1967-11-07 | Lockheed Aircraft Corp | Abutting wall panels and sealing structure therefor |
DE1559408A1 (en) * | 1965-06-09 | 1969-08-28 | Rensch Eberhard | Framework |
GB1113645A (en) * | 1965-06-23 | 1968-05-15 | Loghem Johannes J Van | Improvements in or relating to a wall construction and/or methods of erecting said wall construction |
US3436885A (en) * | 1966-12-14 | 1969-04-08 | Integra Structures Inc | Prefabricated wall structure elements and assembly thereof |
US3490800A (en) * | 1967-06-01 | 1970-01-20 | Ray F Wissler | Beam and lock strip |
DE1929175A1 (en) * | 1969-06-09 | 1970-12-17 | Rensch Eberhard | Wall, especially partition wall system |
-
1969
- 1969-06-09 DE DE19691929175 patent/DE1929175A1/en active Pending
-
1970
- 1970-03-10 DE DE19702011258 patent/DE2011258A1/en active Pending
- 1970-06-02 CH CH820970A patent/CH533735A/en not_active IP Right Cessation
- 1970-06-05 FR FR7020696A patent/FR2045925A1/fr not_active Withdrawn
- 1970-06-05 GB GB2730070A patent/GB1319141A/en not_active Expired
- 1970-06-08 AT AT512670A patent/AT327462B/en not_active IP Right Cessation
- 1970-06-09 CA CA084,989A patent/CA956074A/en not_active Expired
- 1970-06-09 US US44848A patent/US3706169A/en not_active Expired - Lifetime
-
1973
- 1973-07-05 US US00376448A patent/US3848382A/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
GB1319141A (en) | 1973-06-06 |
FR2045925A1 (en) | 1971-03-05 |
AT327462B (en) | 1976-02-10 |
CH533735A (en) | 1973-02-28 |
US3848382A (en) | 1974-11-19 |
DE1929175A1 (en) | 1970-12-17 |
ATA512670A (en) | 1975-04-15 |
US3706169A (en) | 1972-12-19 |
CA956074A (en) | 1974-10-15 |
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