EP3081713B1 - Verbesserte fussboden-/deckenträgeranordnung - Google Patents

Verbesserte fussboden-/deckenträgeranordnung Download PDF

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Publication number
EP3081713B1
EP3081713B1 EP15190044.6A EP15190044A EP3081713B1 EP 3081713 B1 EP3081713 B1 EP 3081713B1 EP 15190044 A EP15190044 A EP 15190044A EP 3081713 B1 EP3081713 B1 EP 3081713B1
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EP
European Patent Office
Prior art keywords
floor
joists
ceiling
building
modular building
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Application number
EP15190044.6A
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English (en)
French (fr)
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EP3081713A1 (de
Inventor
Sean Coyle
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.)
Keystone Lintels Ltd
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Keystone Lintels Ltd
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Publication of EP3081713A1 publication Critical patent/EP3081713A1/de
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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • 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
    • E04B1/34838—Elements not integrated in a skeleton the supporting structure consisting of wood

Definitions

  • the present invention relates to an improved floor/ceiling joist arrangement and in particular to a floor/ceiling joist arrangement for reducing the floor/ceiling joist depth in prefabricated pods.
  • GB 2 485 584 A discloses a floor/ceiling joist arrangement with overlapping timber joists wherein the joists are modified by cutting away a section of the joist where the joist meets the masonry wall so that the joist end can rest on the masonry wall.
  • US 442 875 A , US 249 645 and JP H10 280599 A disclose a floor/ceiling joist arrangement wherein the floor and ceiling joists are arranged such the floor joists are disposed between the ceiling joists when assembled.
  • JP H05 39641 A discloses a floor/ceiling joist arrangement wherein the floor joist is supported on a support frame member which extends between the ceiling joists.
  • JP 2006 112077 A discloses a floor joist supported on a wall member.
  • the floor joist consists of a central downwardly protruding joist and two lateral joists on either side.
  • WO 2010/086533 A1 discloses a modular building with load bearing walls consisting of crossed multi-ply panels.
  • the present invention provides a modular building with at least an upper and lower prefabricated modular building component stacked on top of each other, wherein the lower prefabricated modular building component has a lower vertical wall and a ceiling on top of said lower vertical wall, said ceiling comprising a plurality of spaced apart structural support ceiling joists carrying a ceiling member, wherein the upper prefabricated building component comprises a floor and an upper vertical wall on top of said floor, said floor comprising a plurality of spaced apart structural support floor joists carrying a floor member, wherein the upper and lower prefabricated modular buildings are assembled to form the floor ceiling joist arrangement of the modular building in such a way that at least part of the floor joists and the ceiling joists are disposed in the space between the ceiling joists and the floor joists respectively, and wherein the floor/ceiling joist arrangement has a jointing arrangement having a support means for supporting the floor of the upper building on the ceiling of the lower building in the assembled configuration.
  • the ceiling joists and the floor joists are staggered relative to one another.
  • this configuring/staggering of the floor and ceiling joists reduces the amount of dead space between the floor and ceiling member of the at least two stacked modular buildings or parts of building by reducing the distance between the adjacent floor member and ceiling member.
  • the floor member is on an upper surface of the floor joists only.
  • the ceiling member is on a lower surface of the ceiling joists only.
  • the space around and between the lower ends of the floor joists is open.
  • the space around and between the upper ends of the ceiling joists is open.
  • the space around and between the lower end of the floor joists and the upper end of the ceiling joists being open in combination with the ceiling and floor joists being configured/staggered allows part of the floor joists and the ceiling joists to be disposed in the space between the ceiling joists and the floor joists respectively in an assembled configuration.
  • up to 1/3 of the height of the floor joists and the ceiling joists are disposed in the space between the ceiling joists and the floor joists respectively in an assembled configuration.
  • up to 1/2 of the height of the floor joists and the ceiling joists are disposed in the space between the ceiling joists and the floor joists respectively in an assembled configuration.
  • up to 2/3 of the height of the floor joists and the ceiling joists are disposed in the space between the ceiling joists and the floor joists respectively in an assembled configuration.
  • the ceiling joists run substantially parallel to one another.
  • the floor joists run substantially parallel to one another.
  • the support means is a peripheral support means.
  • the support means comprises at least part of the exterior weather proofing means of the jointing arrangement.
  • the support means extends substantially in alignment with the perimeter of the building.
  • the support means comprises a first seating arrangement extending at least part of the way along or proximal the ends of the ceiling joists.
  • the support means comprises a first seating arrangement extending parallel to at least part of the ceiling joists.
  • the support means comprises a second mounting arrangement extending at least part of the way along or proximal to the end of the floor joists.
  • the second mounting arrangement extends substantially in alignment with the perimeter of the building.
  • the first seating arrangement and the second mounting arrangement are in alignment in the assembled configuration of the stacked modular buildings.
  • the support means acts primarily as a structural support for mounting the upper building on the lower building.
  • the support means acts as a spacer means to ensure a gap exists between the free end of the floor joists and the mutually opposing ceiling member and the free ends of the ceiling joists and the mutually opposing floor member.
  • the joists have reinforcing means.
  • the reinforcing means increases the flexural rigidity of the floor and ceiling. This compensates for the open ended nature of the free ends of the floor and ceiling joists.
  • adjacent joists have reinforcing means extending there between.
  • the reinforcing means comprise one or more stiffening gussets.
  • a first embodiment of stiffening gusset is formed for engaging and spanning between two mutually opposing surfaces of two adjacent joists.
  • the first embodiment of stiffening gusset is formed for engaging the underside of the floor or the upper side of the ceiling surface between adjacent joists.
  • the first embodiment of stiffening gusset is a one piece gusset.
  • a second embodiment of stiffening gusset is formed for engaging two mutually opposing surfaces of one joist.
  • the second embodiment of stiffening gusset is a two piece gusset.
  • the stiffening gusset comprises a plate for extending between at least one side of the joist and the ceiling member or floor member and at least one flange for coupling the plate to the joist.
  • the stiffening gusset comprises two flanges on opposing ends of the plate for coupling the gusset to two adjacent joists.
  • the reinforcing means comprises a plurality of reinforcing means spaced apart longitudinally along the length of the joists
  • the reinforcing means is manufactured from steel, preferably galvanized steel.
  • the reinforcing means comprises 2-3mm steel plate.
  • the joists are timber joists.
  • the seating arrangement is a timber lath.
  • the mounting arrangement is a timber joist.
  • the mounting arrangement has the same dimensions as the floor joist.
  • the floor joists are 225m deep and 44mm wide. The length is selected to suit the building or part of a building.
  • the ceiling joists are 150m deep and 44mm wide. Again, the length is selected to suit the building or part of a building.
  • the walls of the building are provided by SIP panels being structurally insulated panels comprising OSB outer rigid boards sandwiching an insulation material.
  • the internal surface of the walls are lined with plasterboard.
  • a modular building indicated generally by the reference numeral 1 for any number of residential, commercial or industrial uses.
  • the modular building 1 has two stacked modular building components 2, 3 an upper modular building component 2 set or stacked on top of the lower building component 3.
  • the modular building 1 has a jointing arrangement indicated generally by the reference numeral 4 for the two stacked modular building components 2, 3.
  • the upper modular building component 2 has a floor 8 see especially Figure 5 having four spaced apart structural support floor joists 6 carrying a floor member 7.
  • the lower modular building component 3 has a ceiling 5 having three spaced apart structural support ceiling joists 9 carrying a ceiling member 10.
  • the ceiling joists 9 and the floor joists 6 are staggered relative to one another when the two modular building components 2, 3 are in an assembled configuration so that at least part of the floor joists 6 and the ceiling joists 9 are disposed in the space 14 between the ceiling joists 9 and the floor joists 6 respectively.
  • the ceiling member 10 comprises a rigid board mounted on the joists 9 and a plasterboard attached to the rigid board.
  • this staggering of the floor joists 6 and ceiling joists 9 reduces the amount of dead space 14 between the floor member 8 and ceiling member 10 of the two stacked modular building component 2, 3 by reducing the distance between the adjacent floor member 8 and ceiling member 10.
  • the floor member 8 is on an upper surface of the floor joists 6 only.
  • the ceiling member 10 is on a lower surface of the ceiling joists 9 only.
  • the space between and around the lower ends of the floor joists 6 is open and the space between and around the upper ends of the ceiling joists 9 is also open.
  • the lower ends of the floor joists 6 and the upper ends of the ceiling joists 9 having open space there around in combination with the ceiling joists 9 and floor joists 6 being staggered allows part of the floor joists 6 and the ceiling joists 9 to be disposed in the space between the ceiling joists 9 and the floor joists 6 respectively in an assembled configuration.
  • the floor joists 6 and the ceiling joists 9 run substantially parallel to one another.
  • the floor and ceiling joists run transverse one another.
  • the ceiling joists or the floor joists have spaced apart gaps for receiving part of the floor joists or the ceiling joists respectively.
  • the floor and ceiling joists run perpendicular to one another.
  • the ceiling joists 9 run substantially parallel to one another and the floor joists 6 run substantially parallel to one another.
  • the jointing arrangement 4 has a support arrangement 16 see especially Figures 3 and 4 for supporting the floor of the upper building 2 on the ceiling of the lower building 3 in the assembled configuration.
  • the support arrangement 16 is a peripheral support arrangement 16.
  • the support arrangement 16 forms a part of the exterior weather proofing arrangement of the jointing arrangement 1.
  • the support arrangement 16 extends substantially in alignment with the perimeter of the building 1.
  • the support arrangement 16 has a first seating arrangement 17 extending along or proximal the ends of the ceiling joists 9.
  • the support arrangement 16 also has a first seating arrangement 17 extending parallel to at least part of the ceiling joists 6.
  • the support arrangement 16 has a second mounting arrangement 18 extending along or proximal to the end of the floor joists 9.
  • the second mounting arrangement 18 extends substantially in alignment with the perimeter of the building 1.
  • the first seating arrangement 17 and the second mounting arrangement 18 are in alignment in the assembled configuration of the stacked modular buildings 1, see especially Figure 3 .
  • the support arrangement 16 acts primarily as a structural support for mounting the upper building 2 on the lower building 3.
  • the support arrangement 16 also acts as a spacer to ensure a gap 19 exists between the free end of the floor joists 6 and the mutually opposing ceiling member 10 and the free ends of the ceiling joists 9 and the mutually opposing floor member 8.
  • the joists 6, 9 have reinforcing members 21, see especially Figures 6, 7 and Figure 5 .
  • the reinforcing members 21 increases the flexural rigidity of the floor and ceiling. This compensates for the open ended nature of the free ends of the floor and ceiling joists 6, 9.
  • Adjacent joists 9 have reinforcing members 21 extending there between.
  • the reinforcing members have one or two stiffening gussets 23, 24.
  • a first embodiment of stiffening gusset 23 shown in Figure 6 is formed for engaging and spanning between two mutually opposing surfaces of two adjacent joists.
  • the first embodiment of stiffening gusset 23 is formed for engaging the underside of the floor member or the upper side of the ceiling surface between adjacent joists 6, 9.
  • the gusset 23 is illustrated below the floor member 8.
  • the first embodiment of stiffening gusset 23 is a one piece gusset 23.
  • a second embodiment of stiffening gusset is formed for engaging two mutually opposing surfaces of one joist.
  • the second embodiment of stiffening gusset 24 illustrated in Figure 7 is a two piece gusset.
  • the stiffening gusset 24 has a plate 25 for extending between at least one side of the joist 9 and the ceiling member 10 and a flange 26 for coupling the plate 25 to the joist 9 and ceiling member 10.
  • the first embodiment of stiffening gusset 23 has two flanges 26 on opposing ends of the plate 25 for coupling the gusset 23 to two adjacent joists 6.
  • the reinforcing members 21 have a plurality of reinforcing member 21 spaced apart longitudinally along the length of the joists 6, 9.
  • the reinforcing members are manufactured from steel, preferably galvanized steel.
  • the reinforcing members comprises 2-3mm steel plate.
  • the joists 6, 9 are timber joists.
  • the seating arrangement 17 is a timber lath preferably 50mm by 50mm.
  • the mounting arrangement 18 is a timber joist 18.
  • the mounting arrangement 18 has the same dimensions as the floor joist 6.
  • the floor joists 6 are 225m deep and 44mm wide. The length is selected to suit the building 1 or part of a building 1.
  • the ceiling joists 9 are 150m deep and 44mm wide. Again, the length is selected to suit the building 1 or part of a building 1.
  • the walls 31 of the building 1 are provided by SIP panels 32 in one embodiment being structurally insulated panels comprising OSB outer rigid boards 33 sandwiching an insulation material 34.
  • the internal surface of the walls 31 are lined with plasterboard 35.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Claims (13)

  1. Modularer Baukörper (1) mit mindestens einer oberen und unteren vorgefertigten modularen Baukörperkomponente (2), (3), übereinander gestapelt, wobei die untere vorgefertigte modulare Baukörperkomponente (3) eine untere vertikale Wand und eine Decke (5) auf der unteren vertikalen Wand aufweist, wobei die Decke (5) eine Vielzahl beanstandeter struktureller Deckenstützträger (9), die ein Deckenelement (10) tragen, umfasst, wobei die obere vorgefertigte Baukörperkomponente (2) einen Fußboden (8) und eine obere vertikale Wand oben auf dem Fußboden (8) umfasst, wobei der Fußboden (8) eine Vielzahl beabstandeter struktureller Fußbodenstützträger (6), die ein Fußbodenelement (7) tragen, umfasst, dadurch gekennzeichnet, dass der obere und untere vorgefertigte modulare Baukörper (2), (3) zusammengebaut sind, um die Fußboden-/Deckenträgeranordnung des modularen Baukörpers (1) auf eine solche Weise auszubilden, dass mindestens ein Teil der Fußbodenträger (6) und der Deckenträger (9) in dem Raum (14) zwischen den Deckenträgern (9) bzw. den Fußbodenträgern (6) angeordnet sind, und dadurch, dass die Fußboden-/Deckenträgeranordnung in der zusammengebauten Konfiguration eine Fügeanordnung (4) mit einem Stützmittel (16) zum Stützen des Fußbodens (8) des oberen Baukörpers (2) auf der Decke (5) des unteren Baukörpers (3) aufweist.
  2. Modularer Baukörper (1) nach Anspruch 1, wobei die Deckenträger (9) und die Fußbodenträger (6) relativ zueinander versetzt sind.
  3. Modularer Baukörper (1) nach Anspruch 1 oder 2, wobei die Fußboden-/Deckenträgeranordnung den Betrag von ungenutztem Raum (14) zwischen dem Fußboden- (8) und Deckenelement (10) des modularen Baukörpers (1) durch Reduzierung des Abstands zwischen dem benachbarten Fußbodenelement (7) und Deckenelement (10) reduziert.
  4. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei sich das Fußbodenelement (7) nur auf einer oberen Fläche der Fußbodenträger (6) befindet und sich das Deckenelement (10) nur auf einer unteren Fläche der Deckenträger (9) befindet.
  5. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei der Raum (14) rings um und zwischen den unteren Enden der Fußbodenträger (6) offen ist und der Raum (14) rings um und zwischen dem oberen Ende der Deckenträger (9) offen ist.
  6. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei in einer montierten Konfiguration bis zu 2/3 der Höhe der Fußbodenträger (6) und der Deckenträger (9) in dem Raum (14) zwischen den Deckenträgern (9) bzw. den Fußbodenträgern (6) angeordnet sind.
  7. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei die Deckenträger (9) im Wesentlichen parallel zueinander verlaufen und die Fußbodenträger (6) im Wesentlichen parallel zueinander verlaufen.
  8. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei das Stützmittel (16) eine erste Sitzanordnung (17) umfasst, die sich auf mindestens einem Teil des Weges entlang oder nahe den Enden der Deckenträger (9) erstreckt, wobei sich die erste Sitzanordnung (17) quer zu mindestens einem Teil der Deckenträger (9) erstreckt.
  9. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei das Stützmittel (16) eine zweite Befestigungsanordnung (18) umfasst, die sich auf mindestens einem Teil des Weges entlang oder nahe dem Ende der Fußbodenträger (6) erstreckt.
  10. Modularer Baukörper (1) nach Anspruch 8 und Anspruch 9, wobei sich die erste Sitzanordnung (17) und die zweite Befestigungsanordnung (18) in wesentlicher Ausrichtung in der zusammengebauten Konfiguration der Fußboden-/Dachträgeranordnung befinden.
  11. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei das Stützmittel (16) geeignet ist, um primär als eine strukturelle Stütze zum Befestigen eines oberen Baukörpers (2) auf einem unteren Baukörper (3) zu agieren.
  12. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei das Stützmittel (16) geeignet ist, als ein Abstandshaltermittel zu agieren, um sicherzustellen, dass zwischen dem freien Ende der Fußbodenträger (6) und dem jeweils gegenüberliegenden Deckenelement (10) und den freien Enden der Deckenträger (9) und dem jeweils gegenüberliegenden Fußbodenelement (7) ein Spalt existiert.
  13. Modularer Baukörper (1) nach einem der vorangehenden Ansprüche, wobei die Träger (6), (9) Verstärkungsmittel (21) aufweisen, um die Biegesteifigkeit des Fußbodens (8) und der Decke (5) zu verbessern.
EP15190044.6A 2014-10-15 2015-10-15 Verbesserte fussboden-/deckenträgeranordnung Active EP3081713B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GBGB1418306.5A GB201418306D0 (en) 2014-10-15 2014-10-15 Floor/ceiling joist arrangement

Publications (2)

Publication Number Publication Date
EP3081713A1 EP3081713A1 (de) 2016-10-19
EP3081713B1 true EP3081713B1 (de) 2020-03-25

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EP15190044.6A Active EP3081713B1 (de) 2014-10-15 2015-10-15 Verbesserte fussboden-/deckenträgeranordnung

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EP (1) EP3081713B1 (de)
GB (1) GB201418306D0 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2612058A (en) * 2021-10-20 2023-04-26 Modulous Ltd Modules for modular buildings

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US249645A (en) * 1881-11-15 Construction of buildings
US442875A (en) * 1890-12-16 Building
JPH0539641A (ja) * 1991-08-06 1993-02-19 Natl House Ind Co Ltd 床パネル
JP2006112077A (ja) * 2004-10-13 2006-04-27 Sumitomo Forestry Co Ltd 床根太の取付け構造
WO2010086533A1 (fr) * 2009-01-30 2010-08-05 Claude Maurette Module de système constructif modulaire et construction modulaire constituée de ces modules

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3089201A (en) * 1961-08-28 1963-05-14 Helfman Leroy Method of making building structures
JPH10280599A (ja) * 1997-04-07 1998-10-20 Shokusan Jutaku Sogo Co Ltd 木造建物の階層間仕切り構造
JP4161041B2 (ja) * 2002-09-26 2008-10-08 住友林業株式会社 天井構造
GB2485584B (en) * 2010-11-20 2016-01-27 Intelligent Wood Systems Ltd Separating timber floor for masonry walls
WO2012083391A1 (en) * 2010-12-21 2012-06-28 Nikolay Vaskov Ivanov Grid modules and method for interlocking grids
GB2487382B (en) * 2011-01-19 2016-03-23 Intelligent Wood Systems Ltd Assembly and transport system for separating timber floors and ceilings

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US249645A (en) * 1881-11-15 Construction of buildings
US442875A (en) * 1890-12-16 Building
JPH0539641A (ja) * 1991-08-06 1993-02-19 Natl House Ind Co Ltd 床パネル
JP2006112077A (ja) * 2004-10-13 2006-04-27 Sumitomo Forestry Co Ltd 床根太の取付け構造
WO2010086533A1 (fr) * 2009-01-30 2010-08-05 Claude Maurette Module de système constructif modulaire et construction modulaire constituée de ces modules

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GB201418306D0 (en) 2014-11-26
EP3081713A1 (de) 2016-10-19

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