DE2364353A1 - SPATIAL SUPPORTING CONSTRUCTION FOR HIGH BUILDINGS - Google Patents

SPATIAL SUPPORTING CONSTRUCTION FOR HIGH BUILDINGS

Info

Publication number
DE2364353A1
DE2364353A1 DE19732364353 DE2364353A DE2364353A1 DE 2364353 A1 DE2364353 A1 DE 2364353A1 DE 19732364353 DE19732364353 DE 19732364353 DE 2364353 A DE2364353 A DE 2364353A DE 2364353 A1 DE2364353 A1 DE 2364353A1
Authority
DE
Germany
Prior art keywords
supports
main
girders
structure according
support structure
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Withdrawn
Application number
DE19732364353
Other languages
German (de)
Inventor
Joachim Dipl Ing Behrens
Dieter Hauffe
Rolf Kirstein
Peter Dipl Ing Stahrenberg
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SALZGITTER STAHLBAU GmbH
Original Assignee
SALZGITTER STAHLBAU GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SALZGITTER STAHLBAU GmbH filed Critical SALZGITTER STAHLBAU GmbH
Priority to DE19732364353 priority Critical patent/DE2364353A1/en
Priority to CH1612374A priority patent/CH587976A5/xx
Priority to AT970974A priority patent/AT342257B/en
Priority to IT3052674A priority patent/IT1027662B/en
Priority to BE2054032A priority patent/BE823429A/en
Priority to FR7442806A priority patent/FR2255432A1/en
Priority to DE19752511271 priority patent/DE2511271C3/en
Publication of DE2364353A1 publication Critical patent/DE2364353A1/en
Withdrawn legal-status Critical Current

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
    • 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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure 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
    • 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
    • E04B2001/2406—Connection nodes
    • 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
    • E04B2001/2454—Connections between open and closed section profiles

Description

Salzgitter Stahlbau GmbHSalzgitter Stahlbau GmbH

S A"S ϊ ΑS A "S ϊ Α

Salzgitter 4-1Salzgitter 4-1

U. Nr. B 6U. No. B 6

Räumliche Tragkonstruktion für HochbautenSpatial support structure for buildings

Die Erfindung betrifft eine räumliche Tragkonstruktion für Hochbauten, bestehend aus Stützen, die durch durchlaufende Hauptträger lösbar über Stege miteinander verbunden sind.The invention relates to a spatial support structure for buildings, Consists of supports that are releasably connected to one another via webs by continuous main girders.

Bei den bekannten Tragkonstruktionen der vorgenannten Art sind die Stützen mit gefrästen Kontaktflächen oder mit angebrachten Kopf- und Fußplatten versehen, wobei die Stege für den Anschluß der
Hauptträger erst nach dem Aufstellen der Stützen an diese angeschlossen werden. Dies hat den Nachteil, daß besondere Gerüste für das Ansetzen der Stützen und eine genaue ITuchtung der Stege der einzelnen Stützen zueinander notwendig werden. Zum anderen sind
die einzelnen Hauptträger durchlaufend, so daß schwere Hebezeuge für die Anbringung derselben notwendig sind, wobei jedoch die
Stützweite begrenzt ist.In the known support structures of the aforementioned type, the supports are provided with milled contact surfaces or with attached head and foot plates, the webs for connecting the
Main girders can only be connected to the supports after they have been erected. This has the disadvantage that special scaffolding is necessary for attaching the supports and precise alignment of the webs of the individual supports with respect to one another. On the other hand are
going through the individual main beams, so that heavy lifting equipment is necessary for the attachment of the same, but the
The span is limited.

Die Erfindung hat sich zur Aufgabe gestellt, eine Tragkonstruktion zu schaffen, die mit einfachen, gleichartig ausgebildeten Mitteln die Verbindung zwischen den Stützen und den Hauptträgern und den Hauptträgern untereinander gewährleistet und bei der die Stützweite durch zwei gleichartig ausgebildete Hauptträger überspanntThe invention has set itself the task of a support structure to create the connection between the supports and the main girders and the with simple, similarly trained means Main girders guaranteed among each other and in which the span is spanned by two identically designed main girders

■■■.;■ 509826/06 0 1■■■.; ■ 509826/06 0 1

— 2 -- 2 -

werden kann. Gleichzeitig sollen über rechteckige Grundrisse hinaus, die Bauten mit geneigten Begrenzungen erstellt werden können.can be. At the same time, in addition to rectangular floor plans, the buildings can be built with sloping boundaries.

Erfindungsgemäß wird diese Aufgabe dadurch gelöst, daß die lösbare Verbindung der Stützen mit den gleichartig ausgebildeten Hauptträgern und die Hauptträger in Feldmitte untereinander durch einen lösbaren Knoten erfolgt, der aus einem Rohrstutzen mit kreuzweise gegenüberliegenden Stegen und diese mit Abstand abdeckenden Blechen besteht, wobei die Haupt-träger durch Nebenträger miteinander verbunden sind und die Hauptträger diagonal und die Nebenträger parallel zum Quadratraster der Stützen verlaufen.According to the invention this object is achieved in that the solvable Connection of the supports to the main girders of the same design and the main girders in the middle of the field are made by a detachable knot, which consists of a pipe socket with a cross opposing webs and these sheets covering them at a distance consists, whereby the main girders are connected by secondary girders and the main girders are diagonal and the secondary girders run parallel to the square grid of the supports.

In der Zeichnung ist ein Ausführungsbeispiel der Erfindung schematisch dargestellt. Es zeigen:An exemplary embodiment of the invention is shown schematically in the drawing shown. Show it:

Fig. 1 einen Deckengrundriß,Fig. 1 is a floor plan of the ceiling,

Fig. 2 in vergrößertem Maßstab einen Quadratraster,2 shows a square grid on an enlarged scale,

Fig. 3 einen Schnitt nach Linie III-III der lig. 2.Fig. 3 is a section along line III-III of the lig. 2.

Die Tragkonstruktion besteht aus den Stützen 1, die an der Ober-, und Unterseite je durch eine Platte 2 abgedeckt sind. Auf der oberen Platte 2 ist ein Knoten 3 befestigt, der aus einem an der Ober- und Unterseite Je durch eine Platte 4 abgedeckten, die Verlängerung der Stützen 1 bildenden Rohrstutzen 5 besteht, wobei die Platte 4 größer ausgebildet ist als die mit dieser zu verbin-The supporting structure consists of the supports 1, which are attached to the upper, and underside are each covered by a plate 2. On the top Plate 2 is attached to a node 3, which consists of a top and bottom each covered by a plate 4, the extension of the supports 1 forming the pipe socket 5, wherein the plate 4 is made larger than that to be connected to this

509 8 2 6/0601 - 3 -509 8 2 6/0601 - 3 -

denden Platte 2. An dem Rohrstutzen 5 sind kreuzweise rechtwinklig zueinanderstehende, entgegengesetzt gerichtete Stege 6 befestigt, wobei die jeweils gegenüberliegenden Stege 6 gegenüber der gemeinsamen Mittelebene versetzt sind, so daß nach dem Anschluß der Hauptträger 7* diese auf einer gemeinsamen Mittelebene liegen. Die Hauptträger 7 werden zur Aufnahme der Querkräfte an den Stegen 6 und zur Aufnahme der Biegekräfte an den in einem Abstand zu den Stegen 6 angeordneten und diese überragenden Platten 4 lösbar befestigt. Dabei sind die Knoten 3 derart mit den Stützen 1 verbunden, daß die Hauptträger 7 in dem von den Stützen 1 gebildeten Quadratraster 8 diagonal verlaufen, wobei die Kreuzung der Hauptträger 7 in Feldmitte des Quadratrasters 8 durch einen Knoten 9 gebildet wird, der in seinem Aufbau und Abmessungen dem Knoten 3 entspricht. Demzufolge besteht der Knoten 9 aus dem Rohrstutzen 5, an dem kreuzweise gegenüberliegende, entgegengesetzt gerichtete Stege 6 befestigt sind, die im Abstand durch am Eohrstutzen 5 befestigte Platten 4 abgedeckt sind. Die Ausbildung der Knoten 9 und der getrennte Anschluß der Hauptträger 7 an den Stegen 6 bzw. Platten 4- bewirkt, daß auch hier die Querkräfte durch die Stege 6 und die Biegekräfte durch die Platten 4 aufgenommen werden.denden plate 2. On the pipe socket 5 are crosswise at right angles attached to each other, oppositely directed webs 6, the respective opposing webs 6 opposite the common center plane are offset so that after the connection the main beam 7 * these lie on a common center plane. The main beams 7 are used to absorb the transverse forces on the Webs 6 and for absorbing the bending forces on the plates 4 which are arranged at a distance from the webs 6 and project above them releasably attached. The nodes 3 are in such a way with the supports 1 connected that the main beam 7 in the one formed by the supports 1 Square grid 8 run diagonally, with the intersection the main beam 7 in the middle of the field of the square grid 8 by one Node 9 is formed, which corresponds to node 3 in its structure and dimensions. Accordingly, the node 9 consists of the Pipe socket 5, to which crosswise opposite, oppositely directed webs 6 are attached, which at a distance by on Eohrstutzen 5 fixed plates 4 are covered. The formation of the nodes 9 and the separate connection of the main beam 7 to the Web 6 or plates 4 - causes that here too the transverse forces are absorbed by the webs 6 and the bending forces by the plates 4 will.

In einem gleichen vorbestimmten Abstand zu den Stützen 1 sind, bezogen auf den einzelnen Quadratraster 8, die Hauptträger 7 durch Kebenträger 10 untereinander verbunden, die parallel zum Quadratraster 8 verlaufen. Die auf die Tragkonstruktion wirkenden Seitenkräfte, z. B. aus Windbelastung, werden auf ein räumlichesAt the same predetermined distance from the supports 1 are related on the individual square grid 8, the main carrier 7 connected to each other by Kebträger 10, which are parallel to the square grid 8 run. The side forces acting on the supporting structure, e.g. B. from wind load, are on a spatial

509826/060 1509826/060 1

Festlager 11, beispielsweise TreppenJiaus, das in herkömmlicher Weise gegossen oder gemauert ist, abgesetzt. Die von den Trägern 7> 10 gebildete Decke mit gleichartigen Quadratrastern 8 zeigt im Bereich der Knoten 9 gleichartige, gleichschenklige und rechtwinklige Dreiecksflächen 12, deren Katheten von den Hauptträgern 7 und deren Hypotenusen von den Nebenträgern 10 gebildet werden. Gleichzeitig bildet der Nebenträger 10 so die eine parallele Seite eines Trapezes 13, dessen andere parallele Seite durch eine senkrechte Ebene durch die Stützen 1 des zugehörigen Quadratrasters 8 gebildet wird, wobei die anderen Seiten des Trapezes durch die Hauptträger 7 gebildet werden. Durch vorgefertigte Plattent vorteilhaft Betonplatten, werden die Dreiecksflächen 12 und die mit den Grundlinien, gebildet von der senkrechten Ebene durch die Stützen 1, gegeneinanderliegenden, gleichartigen und eine gemeinsame Fläche bildenen Trapeze 13 abgedeckt.Fixed bearing 11, for example stairs Jiaus, which is cast or bricked in a conventional manner, deposited. The ceiling formed by the beams 7> 10 with similar square grids 8 shows similar, isosceles and right-angled triangular surfaces 12 in the area of the nodes 9, the legs of which are formed by the main beams 7 and their hypotenuses by the secondary beams 10. At the same time, the secondary beam 10 thus forms one parallel side of a trapezoid 13, the other parallel side of which is formed by a vertical plane through the supports 1 of the associated square grid 8, the other sides of the trapezoid being formed by the main beam 7. The triangular surfaces 12 and the trapezoids 13, which lie opposite one another and form a common surface, are covered by prefabricated slabs t, advantageously concrete slabs, with the baselines formed by the vertical plane through the supports 1.

509826/0601509826/0601

Claims (5)

PatentansprücheClaims ί 1. !Räumliche Tragkonstruktion für Hochbauten, "bestehend aus Stützen, die durch durchlaufende Hauptträger lösbar über Stege miteinander verbunden sind, dadurch gekennzeichnet, daß die lösbare Verbindung der Stützen (1) mit den gleichartig ausgebildeten Hauptträgern (7) und die Hauptträger in Feldmitte untereinander durch einen lösbaren Knoten (3, 9) erfolgt, der aus einem Rohrstutzen (5) mit kreuzweise gegenüberliegenden Stegen (6) und diese mit Abstand abdeckenden Blechen (4) besteht, wobei die Hauptträger (7) durch Nebenträger (10) miteinander verbunden sind und die Hauptträger diagonal und die Nebenträger parallel zum Quadratraster (8) der Stützen verlaufen.ί 1.! Spatial support structure for high-rise buildings, "consisting of columns, which are releasably connected to one another via webs by continuous main girders, characterized in that the releasable Connection of the supports (1) with the identically designed main beams (7) and the main beams in the middle of the field with one another by means of a detachable node (3, 9), which consists of a pipe socket (5) with crosswise opposing webs (6) and these sheets (4) covering at a distance, the main girders (7) being connected to one another by secondary girders (10) are connected and the main beams are diagonal and the secondary beams are parallel to the square grid (8) of the supports. 2. Tragkonstruktion nach Anspruch 1, dadurch gekennzeichnet, daß die Träger (7, 10) im Bereich der Knoten (9) gleichartige, gleichschenklige und rechtwinklige Dreiecksflächen (12) bilden, deren Katheten von den Hauptträgern (7) und deren Hypotenusen von den Nebenträgern (10) erstellt werden.2. Support structure according to claim 1, characterized in that the supports (7, 10) in the area of the nodes (9) form similar, isosceles and right-angled triangular surfaces (12), whose legs are created by the main girders (7) and their hypotenuses by the secondary girders (10). 3. Tragkonstruktion nach Anspruch 1 und 2, dadurch gekennzeichnet, daß der Nebenträger (10) die eine parallele Seite eines Trapezes (13) bildet, dessen andere parallele Seite durch eine senkrechte Ebene durch die Stützen (1) des zugehörigen Quadratrasters (8) gebildet ist, wobei die anderen Seiten des Trapezes durch die Hauptträger (7) gegeben sind.3. Support structure according to claim 1 and 2, characterized in that that the secondary support (10) forms one parallel side of a trapezoid (13), the other parallel side of which by a vertical plane is formed by the supports (1) of the associated square grid (8), with the other sides of the trapezoid are given by the main beam (7). 5098267 06015098 267 0601 4-, Tragkonstruktion nach Anspruch 1 bis 3, dadurch gekennzeichnet, daß die Träger (7, 10) als Auflagen für die, entsprechend der Dreiecksfläche (12), ausgebildeten, vorgefertigten Platten dienen.4-, supporting structure according to claim 1 to 3, characterized in that that the carrier (7, 10) as supports for the, corresponding to the triangular surface (12), designed, prefabricated plates to serve. 5. Tragkonstruktion nach Anspruch 3, dadurch gekennzeichnet, daß die mit den Grundlinien, gebildet von der senkrechten Ebene durch die Stütze (1), gegeneinanderliegenden, gleichartigen und eine gemeinsame Fläche bildenden Trapeze (13) durch eine gemeinsame, vorgefertigte Platte abgedeckt sind, -wobei die Platte ihre Auflage auf den Trägern (7, 10) erhält.5. Support structure according to claim 3, characterized in that the base lines formed by the vertical plane through the support (1), opposing, identical and a common surface forming trapezoids (13) through a common, prefabricated plate are covered, -wherein the plate receives its support on the carriers (7, 10). ; 509826/06 0 1 ; 509826/06 0 1
DE19732364353 1973-12-22 1973-12-22 SPATIAL SUPPORTING CONSTRUCTION FOR HIGH BUILDINGS Withdrawn DE2364353A1 (en)

Priority Applications (7)

Application Number Priority Date Filing Date Title
DE19732364353 DE2364353A1 (en) 1973-12-22 1973-12-22 SPATIAL SUPPORTING CONSTRUCTION FOR HIGH BUILDINGS
CH1612374A CH587976A5 (en) 1973-12-22 1974-12-04
AT970974A AT342257B (en) 1973-12-22 1974-12-04 SPATIAL SUPPORTING CONSTRUCTION FOR BUILDINGS
IT3052674A IT1027662B (en) 1973-12-22 1974-12-13 Structural frame for high-rise buildings - has supports crosshead jointed to diagonal main beams and secondary bracing
BE2054032A BE823429A (en) 1973-12-22 1974-12-17 SPACE CARRIER FOR HIGH BUILDINGS
FR7442806A FR2255432A1 (en) 1973-12-22 1974-12-19 Structural frame for high-rise buildings - has supports crosshead jointed to diagonal main beams and secondary bracing
DE19752511271 DE2511271C3 (en) 1973-12-22 1975-03-14 building

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19732364353 DE2364353A1 (en) 1973-12-22 1973-12-22 SPATIAL SUPPORTING CONSTRUCTION FOR HIGH BUILDINGS
DE19752511271 DE2511271C3 (en) 1973-12-22 1975-03-14 building

Publications (1)

Publication Number Publication Date
DE2364353A1 true DE2364353A1 (en) 1975-06-26

Family

ID=25766300

Family Applications (2)

Application Number Title Priority Date Filing Date
DE19732364353 Withdrawn DE2364353A1 (en) 1973-12-22 1973-12-22 SPATIAL SUPPORTING CONSTRUCTION FOR HIGH BUILDINGS
DE19752511271 Expired DE2511271C3 (en) 1973-12-22 1975-03-14 building

Family Applications After (1)

Application Number Title Priority Date Filing Date
DE19752511271 Expired DE2511271C3 (en) 1973-12-22 1975-03-14 building

Country Status (4)

Country Link
BE (1) BE823429A (en)
CH (1) CH587976A5 (en)
DE (2) DE2364353A1 (en)
FR (1) FR2255432A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4328236A1 (en) * 1993-08-19 1995-02-23 Groswaagen Berlin Gmbh Prefabricated building

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7610649A (en) * 1976-09-24 1978-03-29 Lameris Instr Bv MODULAR BUILDING UNIT.
US4335558A (en) * 1980-08-22 1982-06-22 Domain Building Systems Corporation Prefabricated polygonal building
CH656412A5 (en) * 1982-01-22 1986-06-30 Doubrava Gmbh & Co Kg METHOD FOR ASSEMBLING A CELL OF A STEEL STRUCTURAL CONSTRUCTION CONSTRUCTION CONSTRUCTING MULTIPLE SKELETON CELLS AND TEMPLATE SCAFFOLDING.
DE3221051C2 (en) * 1982-06-04 1986-06-26 Blohm + Voss Ag, 2000 Hamburg Steel structure with interconnectable modules
FR2546216B1 (en) * 1983-05-17 1985-12-20 Chenel Guy DEMOUNTABLE KIOSK TYPE CONSTRUCTION, ESPECIALLY FOR TEMPORARY EXPOSURE
BE1006773A5 (en) * 1993-02-17 1994-12-06 Vanhaekendover Guy Reinforcement, construction containing such reinforcement, casing and nodefor such reinforcement

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4328236A1 (en) * 1993-08-19 1995-02-23 Groswaagen Berlin Gmbh Prefabricated building
DE4328236C2 (en) * 1993-08-19 1999-02-04 Growa Stahlbau Berlin Gmbh Prefabricated building

Also Published As

Publication number Publication date
FR2255432A1 (en) 1975-07-18
CH587976A5 (en) 1977-05-31
BE823429A (en) 1975-04-16
DE2511271A1 (en) 1976-09-23
DE2511271B2 (en) 1979-09-06
DE2511271C3 (en) 1980-05-22

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8141 Disposal/no request for examination