DE1609784B2 - - Google Patents
Info
- Publication number
- DE1609784B2 DE1609784B2 DE1609784A DE1609784A DE1609784B2 DE 1609784 B2 DE1609784 B2 DE 1609784B2 DE 1609784 A DE1609784 A DE 1609784A DE 1609784 A DE1609784 A DE 1609784A DE 1609784 B2 DE1609784 B2 DE 1609784B2
- Authority
- DE
- Germany
- Prior art keywords
- web
- column
- flanges
- profile parts
- profile
- 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
Links
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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts 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
- 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
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel 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
- E04B2001/2481—Details of wall panels
-
- 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
- E04B2001/2484—Details of floor panels or slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
Die Erfindung betrifft eine Hohlsäule mit im Querschnitt eckigem Säulenkern, die aus mehreren längsverlaufenden Profilteilen zusammengesetzt ist, deren den Säulenkern bildende Stege mit Flanschen versehen sind, wobei die an den freien Stegenden angeordneten Flansche jeweils flächig gegen den entsprechenden Flansch des benachbarten Profilteiles liegen und mit diesem mittels beide durchdringender Verbindungsmittel verbunden sind.The invention relates to a hollow column with a cross-sectionally angular column core, which consists of several longitudinal profile parts is composed, whose webs forming the column core with flanges are provided, the flanges arranged at the free web ends each flat against the corresponding flange of the adjacent profile part and with this by means of both penetrating Lanyards are connected.
Die bekannte Säule (DT-Gbm 19 13 485) eignet sich zur Verwendung in Bauwerken, deren Grundriß ein 60°-Raster ist. Bekannt ist auch ein Laternenpfahl (schweizerisches Patent 3 16 642), der aus Profilteilen zusammengesetzt ist, die einen Steg mit Rändern aufweisen, die als Flanschen um 30° einwärts gebogen sind und jeweils mit den Flanschen benachbarter Profilteile verbunden sind.The well-known column (DT-Gbm 19 13 485) is suitable for use in buildings whose ground plan is a 60 ° grid. Also known is a lamp post (Swiss patent 3 16 642) made of profile parts is composed, which have a web with edges that are bent inwardly as flanges by 30 ° are and are each connected to the flanges of adjacent profile parts.
Die Säulen des bekannten Bauwerks erlauben bei der Aufstellung und Befestigung von Wänden keine Abweichung von dem 60°-Raster. Der Erfindung liegt die Aufgabe zugrunde, die bekannte Säule so zu gestalten, daß an ihr Wände im 60°-Raster, aber auch solche Wände befestigt werden können, die im Winkel von 90° zueinanderstehen, bzw. deren Profilteile bei der Befestigung von Wandteilen u.dgl. im 60°-Raster auch den Übergang auf die Anordnung in einem 90°-Winkel zulassen.The pillars of the known structure do not allow for the erection and fastening of walls Deviation from the 60 ° grid. The invention is based on the problem of the known column design that on her walls in a 60 ° grid, but also those walls can be attached that are at an angle 90 ° to each other, or their profile parts when attaching wall parts and the like in a 60 ° grid allow the transition to the arrangement at a 90 ° angle.
Erfindungsgemäß wird dies dadurch erreicht, daß die Hohlsäule mit zumindest einem Profilteil versehen ist, dessen Steg an seinem einen Ende einen nach außen weisenden Flansch aufweist, der mit dem Steg einen rechten Winkel bildet und dessen Steg an dem anderen Ende mit einem in das Säuleninnere ragenden Flansch versehen ist, der mit dem Steg einen Winkel von 30°According to the invention this is achieved in that the hollow column is provided with at least one profile part, the web of which has at one end an outwardly facing flange which is connected to the web Forms a right angle and its web at the other end with a flange protruding into the column interior is provided, which is at an angle of 30 ° with the web
bildet.forms.
Durch die erfindungsgemäße Ausbildung der Hohlsäule ergibt sich eine größere Freiheit bei der
Auslegung des Grundrisses eines Gebäudes.
Man kann eine Säule nach der Erfindung aus sechs gleichen Profilteilen zusammensetzen. Es sind auch
andere Ausführungsformen möglich, die so ausgebildet sind, daß sie Profilteile aufweisen, deren Flansche
sämtlich in das Säuleninnere ragen und mit dem StegThe inventive design of the hollow column results in greater freedom in the design of the floor plan of a building.
You can assemble a column according to the invention from six identical profile parts. Other embodiments are also possible which are designed in such a way that they have profile parts, the flanges of which all protrude into the interior of the column and with the web
ίο jeweils einen Winkel von 60° einschließen oder die Profilteile aufweisen, deren Flansche sämtlich nach außen ragen und mit dem Steg einen Winkel von 120° einschließen. Diese wahlweisen Ausführungsformen erlauben eine größere Zahl von Variationen.ίο each enclose an angle of 60 ° or the Have profile parts, the flanges of which all protrude outward and with the web an angle of 120 ° lock in. These optional embodiments permit a greater number of variations.
In der Zeichnung zeigen die Fig. 1 bis 3 Ausführungsbeispiele der Erfindung.In the drawing, FIGS. 1 to 3 show exemplary embodiments of the invention.
Die Säule 5 in Fig. 1 ist aus sechs Profilteilen Bw zusammengesetzt, deren Stege 9 am einen Rand einen rechtwinklig nach außen abgewinkelten Flansch 8 und am anderen Rand einen nach innen um 30° abgewinkelten Flansch 10 aufweisen. Alle Flansche sind mit Öffnungen 11 für die durchdringenden Verbindungs- ■■■;· mittel versehen. Paarweise liegen die nach außen γ gerichteten Flansche 8 und die nach innen gerichteten ■ Flansche 10 aneinander, und die sechs Profilteile können durch Verschrauben der aneinanderliegenden Schenkel zu einer Säule verbunden werden. Der von dem Steg 9 mit dem Flansch 8 gebildete rechte Winkel kann zur Anordnung von Halteleisten oder Klemmprofilen verwendet werden, in die dann das jeweilige Wandelement eingesetzt ist. Die Säule erlaubt im 60°-Raster für jede der sechs Richtungen den 90°-Anschluß von Wandelementen.The column 5 in FIG. 1 is composed of six profile parts Bw , the webs 9 of which have a flange 8 angled outwards at right angles on one edge and a flange 10 angled inwards by 30 ° on the other edge. All flanges are provided with openings 11 for the penetrating connecting ■■■; · means. In pairs, the outward γ-directed flanges 8 and the inward-directed flanges 10 lie against one another, and the six profile parts can be connected to form a column by screwing the limbs lying against one another. The right angle formed by the web 9 with the flange 8 can be used to arrange retaining strips or clamping profiles into which the respective wall element is then inserted. The column allows the 90 ° connection of wall elements in a 60 ° grid for each of the six directions.
In F i g. 2 ist eine Säule im Querschnitt dargestellt, die aus vier Profilteilen Ba, einem Profilteil Bi und einem Profilteil Bw zusammengesetzt ist. Dank der Verwendung des Profilteiles Bw ist der Anschluß eines Wandteiles über eine entsprechende Leiste oder ein Profil ohne die zusätzliche Anordnung einer Abdeckung möglich. Das Teil Bi stellt eine Verkleidungsplatte dar und vergrößert den Innenhohlraum der Säule. Bei diesem Ausführungsbeispiel ist es möglich, daß ein Wandteil rechtwinklig zu den linksliegenden Flanschen 2' des Teiles Ba montiert werden kann, nämlich parallel zu dem Steg 9' von Bw. In einem herkömmlichen Raum ' von rechtwinkligem Umriß können hier Wände in einem 60°-Raster aufgestellt werden. Das Profilteil Bi schließt die Säule nach innen ab. Der Anschluß für die Wandteile im 60°-Raster wird durch die Sternform der Säule bzw. durch die Ausbildung ihrer Profilteile gebildet.In Fig. 2 shows a column in cross section, which is composed of four profile parts Ba, a profile part Bi and a profile part Bw . Thanks to the use of the profile part Bw , a wall part can be connected via a corresponding strip or profile without the additional arrangement of a cover. The part Bi represents a cladding panel and enlarges the interior cavity of the column. In this embodiment it is possible that a wall part can be mounted at right angles to the left-hand flanges 2 'of part Ba , namely parallel to the web 9' of Bw. Grid can be set up. The profile part Bi closes the column on the inside. The connection for the wall parts in a 60 ° grid is formed by the star shape of the column or by the design of its profile parts.
In Fig.3 ist im Querschnitt eine weitere Ausführungsform der erfindungsgemäßen Säule zu sehen, von der ein Teil weggebrochen ist, welcher aus Profilteilen besteht, die beliebig ausgewählt werden können. Die in der Zeichnung dargestellte Säulenhälfte besteht aus einem Profilteil Bi und zwei Profilteilen Bw. In den Winkeln zwischen dem Steg des Profilteiles Bw und seinem nach außen weisenden Flansch sind Halteleisten 12 und 13 eingebettet, in denen Fensterglas 14 bzw. Wandplatten 15 mittels dauerplastischen Kitts gehalten werden. Diese Säule bietet sich zur Verwendung innerhalb einer durchlaufend geraden Wand mit unterschiedlichen Wandteilen an. Die Profilteile können aus beliebigem geeignetem Material bestehen. Sie werden vorzugsweise aus verzinktem oder kunststoffbeschichtetem, gebogenem Stahlblech oder aus Aluminium im Strangpreßverfahren hergestellt.In Figure 3, a further embodiment of the column according to the invention can be seen in cross section, a part of which has been broken away, which consists of profile parts that can be selected as desired. The pillar half shown in the drawing consists of a profile part Bi and two profile parts Bw. In the angles between the web of the profile part Bw and its outwardly facing flange, retaining strips 12 and 13 are embedded, in which window glass 14 or wall panels 15 are held by means of permanently plastic putty will. This column is suitable for use within a continuous straight wall with different wall parts. The profile parts can be made of any suitable material. They are preferably made from galvanized or plastic-coated, bent sheet steel or from aluminum in an extrusion process.
Hierzu 3 Blatt ZeichnungenFor this purpose 3 sheets of drawings
Claims (4)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DER0040822 | 1965-06-09 | ||
DER0042270 | 1965-12-21 | ||
DER0042270 | 1965-12-21 |
Publications (3)
Publication Number | Publication Date |
---|---|
DE1609784A1 DE1609784A1 (en) | 1970-06-25 |
DE1609784B2 true DE1609784B2 (en) | 1975-10-30 |
DE1609784C3 DE1609784C3 (en) | 1976-06-10 |
Family
ID=25991901
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19651559408 Pending DE1559408A1 (en) | 1965-06-09 | 1965-06-09 | Framework |
DE19651609784 Granted DE1609784A1 (en) | 1965-06-09 | 1965-12-21 | Building system |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19651559408 Pending DE1559408A1 (en) | 1965-06-09 | 1965-06-09 | Framework |
Country Status (7)
Country | Link |
---|---|
US (1) | US3374593A (en) |
BE (1) | BE691591A (en) |
CH (1) | CH463753A (en) |
DE (2) | DE1559408A1 (en) |
ES (1) | ES327657A2 (en) |
FR (1) | FR1481758A (en) |
GB (1) | GB1153869A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0040792A2 (en) * | 1980-05-24 | 1981-12-02 | Studio Rensch Montreux S.A. | Skeleton construction for buildings |
Families Citing this family (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1925262C3 (en) * | 1969-05-17 | 1981-10-08 | Alco Bauzubehör GmbH & Co, 3380 Goslar | Frame construction with columns |
DE1929175A1 (en) * | 1969-06-09 | 1970-12-17 | Rensch Eberhard | Wall, especially partition wall system |
LU61491A1 (en) * | 1970-08-10 | 1972-03-15 | ||
NL7610649A (en) * | 1976-09-24 | 1978-03-29 | Lameris Instr Bv | MODULAR BUILDING UNIT. |
US4109440A (en) * | 1976-10-05 | 1978-08-29 | Bill David Hewitt | Structural section |
ZA781817B (en) * | 1978-03-30 | 1979-11-28 | G Meulen | Triangular column arrangement |
US4216632A (en) * | 1978-10-11 | 1980-08-12 | Reynolds International, Inc. | Support member and method of manufacture |
DE3024745A1 (en) * | 1980-06-30 | 1981-07-23 | Ekkehard Prof. Dipl.-Ing. Fahr | Skeleton structure bar - comprises channel sections with flanges gripping constructional components |
FR2556389B1 (en) * | 1983-12-08 | 1986-09-12 | Daniel Moyse | METAL SUPPORTING ELEMENT FOR BUILDING STRUCTURE IN PARTICULAR |
DE3430612A1 (en) * | 1984-08-20 | 1986-02-27 | Baierl & Demmelhuber GmbH & Co Akustik & Trockenbau KG, 8121 Pähl | METAL SPACES FROM INDIVIDUAL ELEMENTS FOR BUILDING BUILDINGS |
DE3602575A1 (en) * | 1986-01-29 | 1987-07-30 | Haaf Gmbh | CARRIER |
FR2642141B1 (en) * | 1989-01-26 | 1992-06-05 | Pechiney Aluminium | METAL PROFILE FOR SUPPORTING STRUCTURE AND STRUCTURE THUS OBTAINED |
US5864998A (en) * | 1989-12-26 | 1999-02-02 | Weston R. Loomer | Modular structural members |
GB2296266B (en) * | 1992-11-24 | 1996-11-27 | Havelock Europa Plc | Partition system |
US5816000A (en) * | 1992-11-24 | 1998-10-06 | Havelock Europa Plc | Partition system |
GB9224398D0 (en) * | 1992-11-24 | 1993-02-24 | Havelock Europa Plc | Support post system |
US20040134161A1 (en) * | 2002-10-17 | 2004-07-15 | Lockwood James D. | System and method for strengthening towers |
US7392624B2 (en) * | 2003-02-05 | 2008-07-01 | Dwight Eric Kinzer | Modular load-bearing structural column |
US20040187426A1 (en) * | 2003-03-31 | 2004-09-30 | Michael Callahan | Structures and components thereof |
FR2856094B1 (en) * | 2003-06-11 | 2005-08-26 | Jean Pierre Raymond Joly | CARRIER POST CAISSON PROVIDING POSSIBILITIES OF ASSEMBLY AND MULTIPLE CONNECTIONS THAT CAN DISSIMULATE THE ENTIRE OF THE FASTENING SYSTEMS AND THE FLUID COMPONENTS |
US7029201B1 (en) * | 2003-08-28 | 2006-04-18 | Ch2M Hill, Inc. | Utility line bedding for storm water management and storm water management system and method |
AU2005211457B2 (en) * | 2004-02-04 | 2010-03-18 | Corus Staal Bv | Tower for a wind turbine, prefabricated metal wall part for use in a tower for a wind turbine and method for constructing a tower for a wind turbine |
AT502604B1 (en) * | 2005-09-29 | 2008-06-15 | Douet Bernard Ing | COMPOSITE SUPPORT FOR KNOT CONNECTIONS OF CONSTRUCTION WORKS AND BUILDING TIE |
DE102007039957A1 (en) * | 2007-08-23 | 2009-02-26 | Seeba Technik Gmbh | triangular profile |
ES2326303B1 (en) * | 2007-10-04 | 2010-07-09 | Albiasa Solar Sl | CYLINDER-PARABOLIC SOLAR COLLECTOR BEAM, BEAM MIRROR SUPPORT MOUNTING MODE, CYLINDER-PARABOLIC SOLAR COLLECTOR FRAME AND BEAM MANUFACTURING PROCEDURE. |
DE102008034659A1 (en) * | 2008-07-25 | 2010-02-04 | Schmidt-Seeger Gmbh | Round container for germination or kilning of grain |
WO2010121630A2 (en) * | 2009-04-22 | 2010-10-28 | Ruukki Dortmund Gmbh | Tower for a wind power plant |
US8683759B2 (en) * | 2010-01-20 | 2014-04-01 | Lane Lythgoe | Pre-cast polygonal shelter |
GB2556049B (en) * | 2016-11-14 | 2019-12-18 | Oblyt Ltd | A column assembly |
CN107695601B (en) * | 2017-11-24 | 2020-01-03 | 中冶建工集团有限公司 | Assembling method and measure jig frame for regular hexagonal box-shaped steel structure |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
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AT299B (en) * | 1898-07-25 | 1899-10-10 | Friedrich Krupp | |
US991603A (en) * | 1910-09-22 | 1911-05-09 | George William Brooks | Fireproof beam. |
US1052207A (en) * | 1912-03-18 | 1913-02-04 | August H Beckman | Building element. |
US1958473A (en) * | 1931-02-27 | 1934-05-15 | Harry L Dovell | Structural metal framework |
FR761416A (en) * | 1932-10-01 | 1934-03-19 | Int Latex Processes Ltd | Fibrous product suitable in particular for the manufacture of padding or padding and its manufacturing process |
FR829674A (en) * | 1937-03-03 | 1938-07-04 | Star-shaped metal beam and its construction method | |
US2922299A (en) * | 1953-10-08 | 1960-01-26 | Arthur F Deam | Building |
US2959256A (en) * | 1956-02-09 | 1960-11-08 | Arthur F Deam | Hexagonal structure |
US3152366A (en) * | 1960-12-27 | 1964-10-13 | Thomas L Mccrory | Prefabricated building unit |
-
1965
- 1965-06-09 DE DE19651559408 patent/DE1559408A1/en active Pending
- 1965-12-21 DE DE19651609784 patent/DE1609784A1/en active Granted
-
1966
- 1966-06-02 FR FR63835A patent/FR1481758A/en not_active Expired
- 1966-06-06 US US555452A patent/US3374593A/en not_active Expired - Lifetime
- 1966-06-07 ES ES0327657A patent/ES327657A2/en not_active Expired
- 1966-06-07 GB GB25279/66A patent/GB1153869A/en not_active Expired
- 1966-12-16 CH CH1809566A patent/CH463753A/en unknown
- 1966-12-21 BE BE691591D patent/BE691591A/xx unknown
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0040792A2 (en) * | 1980-05-24 | 1981-12-02 | Studio Rensch Montreux S.A. | Skeleton construction for buildings |
EP0040792A3 (en) * | 1980-05-24 | 1982-02-24 | Studio Rensch Montreux S.A. | Skeleton construction for buildings |
Also Published As
Publication number | Publication date |
---|---|
DE1559408A1 (en) | 1969-08-28 |
CH463753A (en) | 1968-10-15 |
FR1481758A (en) | 1967-05-19 |
GB1153869A (en) | 1969-05-29 |
ES327657A2 (en) | 1967-03-16 |
US3374593A (en) | 1968-03-26 |
DE1609784A1 (en) | 1970-06-25 |
BE691591A (en) | 1967-05-29 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C3 | Grant after two publication steps (3rd publication) | ||
E77 | Valid patent as to the heymanns-index 1977 | ||
EGA | New person/name/address of the applicant | ||
EHJ | Ceased/non-payment of the annual fee |