DE20215619U1 - Standardized modular structure for multi-storey building has square floor plan with four beams crossing each other at nodal points and extending to outer cladding of building - Google Patents

Standardized modular structure for multi-storey building has square floor plan with four beams crossing each other at nodal points and extending to outer cladding of building

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Publication number
DE20215619U1
DE20215619U1 DE20215619U DE20215619U DE20215619U1 DE 20215619 U1 DE20215619 U1 DE 20215619U1 DE 20215619 U DE20215619 U DE 20215619U DE 20215619 U DE20215619 U DE 20215619U DE 20215619 U1 DE20215619 U1 DE 20215619U1
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Prior art keywords
structure according
protection
support structure
standard
standardized
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Expired - Lifetime
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DE20215619U
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German (de)
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Individual
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Individual
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Priority to DE20215619U priority Critical patent/DE20215619U1/en
Publication of DE20215619U1 publication Critical patent/DE20215619U1/en
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Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • 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
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114—Elements with sockets
    • E04B1/415—Elements with sockets with captive and extendable anchoring parts, e.g. spring-loaded bolts, hanging rings
    • 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
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/005—Modulation co-ordination
    • 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
    • E04B2001/2463—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
    • E04B2001/2481—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)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The inner portions of the floor beams (1) form a square. The outer portions of the floor beams (2) extend beyond the nodal points (5) where the beams cross each other. The ends of the outer portions support wooden or steel auxiliary beams (3) which may hold the wall cladding. Vertical support beams may connect nodal points on different floors. The building may incorporates reinforced concrete walls which can resist wind loading.

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (10)

1. Standardisierte, freitragende Tragstruktur für ein- u. mehrgeschossige Gebäude aus vorgefertigten Einzelbauteilen (1), (2), (6) aus Stahl sowie (7) aus Stahlbeton(-Fertigteilen), der Art gestaltet, dass infolge Anordnung und Montage gemäß der Nebenansprüche ein Bauwerk entsteht, das jederzeit in horizontaler und vertikaler Ausdehnung erweitert werden kann durch Direktanschluss von Zusatzmodulen an ein Grundmodul, ohne dass weitere Rohbau-Maßnahmen erforderlich werden.1. Standardized, self-supporting structure for a u. Multi-storey buildings made of prefabricated individual components ( 1 ), ( 2 ), ( 6 ) made of steel and ( 7 ) made of reinforced concrete (prefabricated parts), designed in such a way that a structure is created as a result of arrangement and assembly in accordance with the subsidiary claims, which is always horizontal and vertical expansion can be expanded by directly connecting additional modules to a basic module without the need for further shell construction measures. 2. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass die vertikale Tragfähigkeit in den Deckenebenen durch den biegesteifen Zusammenschluss der Deckenträger (1) und (2) mittels des Standardknotens (5) zu einem Trägerrost gewährleistet wird.2. Standardized support structure according to protection claim 1, characterized in that the vertical load-bearing capacity in the ceiling levels is ensured by the rigid connection of the ceiling beams ( 1 ) and ( 2 ) by means of the standard knot ( 5 ) to form a support grid. 3. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass die Gründungskonstruktion aus einem Fundamentbalken­ rost besteht, der aus der Verbindung der Fertigteil-Fundamentbalken (7) mittels Standard- Knoten (8) u. nachträglichem Verguss von (8) hergestellt wird.3. Standardized support structure according to protection claim 1, characterized in that the foundation construction consists of a foundation beam rust, which consists of the connection of the precast foundation beams ( 7 ) by means of standard nodes ( 8 ) and. subsequent casting of ( 8 ) is produced. 4. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass die horizontale Aussteifung wahlweise durch die biegesteife Verbindung der Geschossstützen (6) mit (1) mittels (5) zu einem Hüftrahmen - und in der Gesamtheit zu einem 3D-Rahmen - erfolgt, bzw. durch tragende Wandscheiben aus Mauerwerk oder Stahlbeton (9) je Grundrissseite und Geschoss, die nicht zwangsläufig in den Geschossen übereinander stehen müssen.4. Standardized support structure according to protection claim 1, characterized in that the horizontal bracing optionally by the rigid connection of the floor props ( 6 ) with ( 1 ) by means of ( 5 ) to a hip frame - and in its entirety to a 3D frame - or through load-bearing wall panels made of masonry or reinforced concrete ( 9 ) for each side of the floor plan and storey, which do not necessarily have to be one above the other on the storeys. 5. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass durch die jeweils einmal in einer Achse um 930 verdreht angeordneten Stützen (6) in jeder Gebäude-Aussteifungs- und Belastungsrichtung die gleiche Tragwerkssteifigkeit zur Verfügung steht, obwohl montagefreundliche IPE- bzw. HE-Profile mit wesentlich unterschiedlichen Trägheitsmomenten um die Hauptachsen verwendet werden, die bei symmetrischer Anordnung in der einen Belastungsrichtung zu einer Über- bzw. in der anderen Richtung zu einer Unterdimensionierung der Aussteifungswirkung führen würden unter Annahme eines nicht entsprechenden Seitenverhältnises der Grundriß­ längen. Die Ausführung der Stützen aus Hohlprofilen als Kreis-, Quadrat- oder Rechteckquerschnitt ist ebenso möglich.5. Standardized support structure according to protection claim 1, characterized in that by the supports ( 6 ), which are each rotated once in an axis by 930, the same structural rigidity is available in every building stiffening and loading direction, although assembly-friendly IPE or HE Profiles with significantly different moments of inertia around the main axes are used, which would result in a symmetrical arrangement in one load direction to over or in the other direction to undersizing the stiffening effect, assuming an unsuitable aspect ratio of the floor plan. The execution of the supports from hollow profiles as a circular, square or rectangular cross section is also possible. 6. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass lediglich 2 Standard-Verbindungenselemente, Standard- Raumknoten zum Trägerrost/Stahlrahmen (5) und Standard-Raumknoten zum Fundament­ balkenrost/Rahmenfuß (8) zur Montage der wesentlichen Bauteile zu einem Grundmodul (= 1, 5, 6, 7, 8 bzw. = 1, 5, 7, 8, 9) erforderlich sind. 6. Standardized support structure according to protection claim 1, characterized in that only 2 standard connecting elements, standard space knot for the support grate / steel frame ( 5 ) and standard space knot for the foundation grate / frame base ( 8 ) for mounting the essential components to a basic module (= 1, 5, 6, 7, 8 or = 1, 5, 7, 8, 9) are required. 7. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass das im Anspruch Nr. 6 erwähnte Grundmodul Erweiterungs­ fähigkeit in horizontaler Ausdehnung besitzt durch den an jeder Gebäudeseite und Geschoss jederzeit möglichen Anschluss von Kragträgern (2) an den Eckpunkten des Trägerrost aus (1 + 5) mittels (5), ohne dass zusätzliche Gründungsmaßnahmen erforderlich werden (die zusätzlichen Lasten sind vorab bei der Dimensionierung von (1)-(8) zu berücksichtigen)7. Standardized support structure according to protection claim 1, characterized in that the basic module mentioned in claim no. 6 has the ability to expand horizontally due to the connection of cantilever girders ( 2 ) possible at any time on each side of the building and on the floor from (1 + 5) by means of ( 5 ) without additional foundation measures being necessary (the additional loads must be taken into account when dimensioning ( 1 ) - ( 8 ) in advance) 8. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass das im Anspruch Nr. 6 erwähnte Grundmodul Erweiterungs­ fähigkeit in vertikaler Ausdehnung besitzt durch die Möglichkeit, ein weiteres Geschoss mit den Bauteilen (1-6 bzw. 1-5, 9) mittels (5), oder gesonderte Dachmodule jederzeit auf das Grundmodul aufzusetzen, ohne dass zusätzliche Gründungsmaßnahmen erforderlich werden (die zusätzlichen Lasten sind vorab bei der Dimensionierung von (1)-(8) zu berücksichtigen).8. Standardized support structure according to protection claim 1, characterized in that the basic module mentioned in claim no. 6 has expandability in the vertical extent by the possibility of a further floor with the components ( 1-6 or 1-5 , 9 ) by means of ( 5 ), or to place separate roof modules on the basic module at any time without additional foundation measures being necessary (the additional loads must be taken into account when dimensioning ( 1 ) - ( 8 ) in advance). 9. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass der Standardknoten (5) die 3-dimensionale Verbindung aller anzuschließenden Bauteile (1, 2, 6, 10) mit allen auftretenden Schnittgrößen und Umlenk­ kräften sofort oder als nachträglicher Anschluss mit den typisierten Stirnplattenverbindungen bzw. freiem Schraubenbild (Stand der Technik) ermöglicht, dadurch, dass Bleche zu einem Doppel-T-Querschnitt (auch Normprofil verwendbar) zzgl. der beidseitig an Ober- und Unterblech anliegenden und mit Rippen hinterlegten Seitenplatten sowie Endplatten an den offenen Enden des Doppel-T-Querschnittes so zusammengeschweißt werden, dass zwischen der Außenkante der Seitenplatten bis zur Hinterkante der Endplatten jeweils ein Montage­ freiraum für das Einführen/Anziehen der HV-Schrauben vorhanden ist, welcher sich bei der Montage immer der offenen Stützenprofilseite (6) zuwenden sollte, d. h. Stützenflansch trifft auf Seitenplatte, um die im Knoten nicht direkt gestützte Auflage der Stützen-Flansche zu vermeiden; End- und Seitenplatten können mit/ohne Überstand analog der typisierten Verbindungen ausgeführt werden. Einzelne bzw. alle anbindenden Profile können auch direkt mit dem Standardknoten zu Bau­ gruppen verschweißt werden, sofern Transport- bzw. Montagebedingungen dies zulassen9. Standardized support structure according to protection claim 1, characterized in that the standard node ( 5 ) the 3-dimensional connection of all components to be connected ( 1 , 2 , 6 , 10 ) with all internal forces and deflection forces that occur immediately or as a subsequent connection with the typed end plate connections or free screw pattern (state of the art) is made possible by the fact that sheets have a double-T cross-section (standard profile can also be used) plus the side plates that rest against the top and bottom plates and are backed with ribs and end plates at the open ends of the double -T cross-section are welded together in such a way that between the outer edge of the side plates and the rear edge of the end plates there is space for insertion / tightening of the HV screws, which should always be directed towards the open support profile side ( 6 ) during installation, that is, the support flange meets the side plate, not the one in the node avoid directly supported support of the support flanges; End and side plates can be designed with / without an overhang analogous to the typified connections. Individual or all connecting profiles can also be welded directly with the standard node to assemblies, provided that transport or assembly conditions allow this 10. Standardisierte Tragstruktur nach Schutzanspruch 1, dadurch gekennzeichnet, dass der Standardknoten (8) durch die im Montagezustand ver­ schieblichen Zuganker(13) aus Gewindestangen DIN975 bzw. Baustahl-Gewindestäbe (BSTIV-Gewi) in der im Fertigteil (7) einbetonierten Widerlagerhülsen (12) mit Rückhäng­ bewehrung (18) in (7) im eingeschobenen Zustand das einwandfreie Aufeinanderlegen der Fertigteil-Fundamentbalken (7) vor Ort ermöglicht; und im vollständig (!) ausgezogenen Zustand mit der innenliegenden Konterplatte (14) und außenliegender Konterung mit der Mutter (15) sowie der zugehörigen Widerlagerplatte (17) zzgl. Muttern hinter dem Stützenfuß (10) und der Justierplatte (16) vor dem Stützenfuß (10) sowohl die Aufnahme der Zugkraft­ komponente aus dem i. d. R. vorh. Moment aus dem Stützenfuß (10), als HE-Profil mit beids. Seitenblechen und Kopfplatte mit Lochbild, im ausbetonierten Zustand übernimmt, als auch im Montagezustand durch das Justieren von (16) und (17) entlang der Achse von oberen und unteren Zugankerlage das lotrechte Ausrichten des Stützenfußes (10) ermöglicht und eine Mindeststeifigkeit beim Ausrichten der Gesamtkonstruktion (1-6) ohne vorheriges Ausbeto­ nieren (Verguß) gewährleistet; eine Höhenjustierung von (10) kann durch das Rauf- und Runterdrehen von Nivellier-schrauben an Gewindestangen (11) auf angeschweißter Fußplatte durch entsprechende Bohrungen in der Fußplatte von (10) vor dem Ausbetonieren vorgenommen werden.10. Standardized support structure according to protection claim 1, characterized in that the standard knot ( 8 ) through the tie rods ver ( 13 ) made of threaded rods DIN975 or structural steel threaded rods (BSTIV-Gewi) in the abutment sleeve ( 7 ) concreted in concrete in the prefabricated part ( 7 ). 12 ) with hanging reinforcement ( 18 ) in ( 7 ) in the inserted state, the perfect stacking of the precast foundation beams ( 7 ) enables on site; and in the fully (!) extended state with the internal counter plate ( 14 ) and external counter with the nut ( 15 ) and the associated abutment plate ( 17 ) plus nuts behind the column foot ( 10 ) and the adjusting plate ( 16 ) in front of the column foot ( 10 ) both the absorption of the tensile force component from the existing moment from the column base ( 10 ), as an HE profile with both. Side plates and head plate with hole pattern, in the concrete-filled state, and in the assembled state, by adjusting ( 16 ) and ( 17 ) along the axis of the upper and lower tie rod layers, enables the column foot ( 10 ) to be aligned vertically and ensures minimum rigidity when aligning the overall construction ( 1-6 ) guaranteed without prior pouring (casting); A height adjustment of ( 10 ) can be carried out by turning the leveling screws on threaded rods ( 11 ) up and down on a welded-on footplate through corresponding holes in the footplate of ( 10 ) before concreting.
DE20215619U 2002-10-07 2002-10-07 Standardized modular structure for multi-storey building has square floor plan with four beams crossing each other at nodal points and extending to outer cladding of building Expired - Lifetime DE20215619U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20215619U DE20215619U1 (en) 2002-10-07 2002-10-07 Standardized modular structure for multi-storey building has square floor plan with four beams crossing each other at nodal points and extending to outer cladding of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20215619U DE20215619U1 (en) 2002-10-07 2002-10-07 Standardized modular structure for multi-storey building has square floor plan with four beams crossing each other at nodal points and extending to outer cladding of building

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DE20215619U1 true DE20215619U1 (en) 2003-01-09

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DE20215619U Expired - Lifetime DE20215619U1 (en) 2002-10-07 2002-10-07 Standardized modular structure for multi-storey building has square floor plan with four beams crossing each other at nodal points and extending to outer cladding of building

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7318332B1 (en) 2006-08-04 2008-01-15 Jin Tay Industries Co., Ltd. Lock
EP3872279A1 (en) * 2020-02-27 2021-09-01 Projekt Bauart WohnInvest GmbH Residential building and building assembly

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7318332B1 (en) 2006-08-04 2008-01-15 Jin Tay Industries Co., Ltd. Lock
EP3872279A1 (en) * 2020-02-27 2021-09-01 Projekt Bauart WohnInvest GmbH Residential building and building assembly
AT17561U1 (en) * 2020-02-27 2022-07-15 Projekt Bauart Wohninvest Gmbh RESIDENTIAL BUILDINGS AND BUILDING ARRANGEMENT

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