EP2034099A2 - Modul für ein modulares Dach, Verfahren zur Montage eines modularen Dachs und modulares Dach - Google Patents

Modul für ein modulares Dach, Verfahren zur Montage eines modularen Dachs und modulares Dach Download PDF

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Publication number
EP2034099A2
EP2034099A2 EP08015591A EP08015591A EP2034099A2 EP 2034099 A2 EP2034099 A2 EP 2034099A2 EP 08015591 A EP08015591 A EP 08015591A EP 08015591 A EP08015591 A EP 08015591A EP 2034099 A2 EP2034099 A2 EP 2034099A2
Authority
EP
European Patent Office
Prior art keywords
module
roof
module according
purlins
members
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
Application number
EP08015591A
Other languages
English (en)
French (fr)
Other versions
EP2034099A3 (de
EP2034099B1 (de
Inventor
Peter Delahunty
Paul The Cedars Hughes
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.)
Tata Steel UK Ltd
Original Assignee
Corus UK Ltd
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 Corus UK Ltd filed Critical Corus UK Ltd
Priority to EP08015591.4A priority Critical patent/EP2034099B1/de
Priority to SI200831286T priority patent/SI2034099T1/sl
Priority to PL08015591T priority patent/PL2034099T3/pl
Publication of EP2034099A2 publication Critical patent/EP2034099A2/de
Publication of EP2034099A3 publication Critical patent/EP2034099A3/de
Application granted granted Critical
Publication of EP2034099B1 publication Critical patent/EP2034099B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/026—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of prefabricated modules, e.g. box-like or cell-like units

Definitions

  • the invention concerns a module for a modular roof, a modular roof and a method for assembling a modular roof.
  • Another object of the present invention is to provide a module for a modular roof that can be manufactured quickly and at low costs.
  • Another object of the present invention is to provide a module for a modular roof which has at least part of its roof covering installed prior to the modules installation at roof level.
  • Still another object of the present invention is to provide modules for a modular roof with means for a weatherproof joint between the modules.
  • Still another object of the present invention is to provide modules for a modular roof which are provided with means to attach an eaves beam to the module.
  • Another object of the present invention is to provide a module for a modular roof system that is suitable for traditional roof covering materials.
  • a module for a modular roof comprising at least two supporting members, each supporting member comprising at least one top chord and at least one bottom chord, top and bottom chord enclosing an acute angle, and one or more stud members connecting top and bottom chords, one or more purlins attached to the top chords of successive supporting members and a number of rafters running transverse to the purlins and attached to the purlins, wherein at least part of the components are made of steel.
  • Such a module can easily be pre-manufactured at low costs especially when the dimensions of the different components can be standardized. In the residential building sector, especially with the larger projects, this will generally be possible.
  • the modules are dimensioned such that the supporting members of the modules are supported at least partly by the inner walls or structure of the building these modules do not have to be self-supporting constructions over the whole span from eaves to eaves. Consequently, these modules can be far lighter than traditional spanning roof constructions, however without any concession to the robustness or stability of the construction. Moreover, if according to a further aspect of the invention cold rolled steel is used for the modules low weight with high strength can easily be combined.
  • the supporting members and the purlins are made of steel and that the rafters are timber rafters.
  • the steel of the module is combined with a more traditional construction material, that provides flexibility of construction, which would not be possible when using steel rafters.
  • timber rafters it is far easier to apply a traditional roof covering with for instance battens and tiles and it is also easier to make the necessary adjustments for all secondary components like fascias, soffits, rain water gutters and the like. This can also be done on site if need be, which with steel rafters is much more complicated and time consuming.
  • a cross brace member which is connected between the two supporting frame members of a module.
  • a cross brace member comprises for instance a latticed frame or a like construction.
  • These cross brace members are preferably mounted in a vertical position and if need be in an inclined position and connect to top and bottom chord of the supporting members and/or to one or more of the stud members between top and bottom chord of the supporting members.
  • the supporting members are provided with means to which the cross brace members can be attached and later removed.
  • these means comprises support plates such that the distance between the supporting members can be varied within a certain range without the need of having to use a cross brace member with a different length, With this feature it is possible to use cross brace members of standard length and still have the possibility to adjust for certain deviations of the dimensions of a building structure from the given dimensions.
  • the modules according to the invention give the possibility to pre-manufacture these modules on the ground with all the advantages of ease and safety of working on the ground. This can be done at the building site but of course also in a workshop with the further advantage of independency of weather conditions.
  • the modules can be manufactured before the building structure is finished or even erected, so that the roof can be installed directly after the building structure is ready for the installation of a roof. Consequently, the building may be weatherproofed much earlier in the construction programme allowing finishing trades to commence at an earlier time.
  • a module comprises at least part of one side of a pitched roof stretching from the lower edge or the eaves to the ridge of the roof.
  • at least two modules are needed to make a complete roof.
  • more than one module will be needed for each side of a roof.
  • the modules can differ in width if the internal structure or internal walls of the building are used to support the support members of the modules and these structures and walls are not spaced at equal distances.
  • a module comprises at least part of two opposite sides of a pitched roof stretching from the lower edge or the eaves at one side to the lower edge or the eaves at the other side of the roof.
  • the bottom chord of a least one supporting member extends beyond the end of the top chord at the side of the supporting member where top and bottom chord enclose an acute angle.
  • the extending part of the bottom chord is provided with means for attaching an eaves beam.
  • This comprises a support plate that at least partly follows the profile of the eaves beam allowing for an easy fixing of the eaves beam to the support plate and in the right position.
  • the right position is meant that the top side of the eaves beam is in the same plane with the top of the purlins. This is of course different if a roof is constructed with successive planes under an angle at a side of the roof.
  • the module is at least at one side provided with means for a weatherproof jointing with a successive module.
  • a weatherproof joint is attached to a side of a module already in the factory. If larger sections of a roof consisting of a number of modules are prefabricated or if a complete roof is prefabricated the other side of the joint is already attached to a successive module in the factory. Otherwise successive modules or roof sections are lifted on to the building structure before the other side of a joint is attached to the successive module or section.
  • the means for a weatherproof jointing of modules or sections preferably comprises a gutter attached at one side to the module.
  • the gutter is provided at both sides of the roof with an attachment edge, which are to be used to attach the gutter to preferably a rafter of the module. Since these rafters are preferably timber rafters the edges can very easily be fixed to these rafters. Therefore, the jointing of such a gutter to a successive module or section can also be done rapidly at height. However, it is also possible to attach such a gutter to a steel purlin or to another steel part of a module.
  • the module is provided with a sarking and preferably also at least partly with a roof covering.
  • the sarking and roof covering are preferably left open or left away at the side of a module or section where a side of the means for a weather proof jointing are still to be fixed to the module or section. Only a relatively narrow strip has to be free from roof covering to have sufficient space to complete the weatherproof jointing, which means that a roof can be completed quickly after the different modules or sections of a roof have been lifted on to a building.
  • a module or section can not only be provided with a sarking and a roof covering, but also at least partly with an insulation material, fascia, soffits and rain water goods. This means that a module or section can be pre-fabricated as a complete or almost complete part of a roof and that consequently only very little time is needed to work on the roof at height. This also means that the interior of a building can be made weatherproof shortly after the building has been erected and the work at the interior of the building can be started with almost immediately.
  • the invention also provides a method for assembling a module comprising the steps of choosing supporting members suitable for at least part of one face of a roof with the appropriate pitch and the appropriate span for the purpose, attaching at least one cross brace member between the supporting members, attaching two or more purlins to the top chords of the supporting members and attaching rafters in a transverse direction to the purlins.
  • the method also comprises one or more of the steps of providing the module at least partly with a sarking and providing the module at least partly with a roof covering.
  • the invention also provides a method for assembling a modular roof comprising the steps of lifting and placing a pre-assembled roof or a number of pre-assembled roof sections, the roof or roof sections each comprising at least one module, in a predetermined location on a building structure, securing the module or modules to the building structure and finishing the roof.
  • the method further comprising the steps of attaching the weatherproof joint attached to a module of a first roof section to a module of a successive roof section and the step of applying the sarking and/or the roof covering or completing the sarking and/or roof covering.
  • a further step is to remove one or more of the cross brace members temporarily attached between the supporting frame members insofar as these are no longer required to provide the rigidity of the structure of the roof.
  • the cross brace members that are removed from the roof structure can be used again in a next module.
  • a module 1 comprising supporting members 2 at both sides of the module 1, the supporting members 2 having a lower chord 3 and upper chords 4, which are connected by stud members 5.
  • the support members 2 are connected by a number of purlins 6 running in transverse direction to the support members 2.
  • On top of the purlins 6 a number of rafters 7 are fixed.
  • the support members 2, stud members 5 and purlins 6 are made from steel and more preferably from cold-rolled steel to provide a light weight and strong construction.
  • the rafters 7 are timber rafters which allow to apply the sarking and roof covering in an easy manner and also very important which allow to make all kind of modifications in a fast and easy manner if need be.
  • cross brace members 8 with a lattice structure are provided for. After a module 1 is fixed on a building structure some of these cross brace members 8 will not be needed any longer for the rigidity of the construction and may be removed.
  • These cross brace members 8 are attached to the support members 2 by means of support plates attached to the support members 2. These support plates allow for a certain range of adjustment, which not only helps to overcome tolerances in the building structure but can also be used to use a single size cross brace member for modules with different distances between support members 2.
  • the module according to fig.1 is a single module, which forms a roof section or might even be a complete roof for a small building.
  • the module shown has two sides with the same pitch, but also modules of differing pitches would be possible and/or sides with different width and even with different heights.
  • the roof section according to fig.1 consist in fact of two modules of which the vertical sides butt against each other.
  • the support members 2 are at least partly supported by the external and/or the internal walls of a building structure, therefore it could very well be necessary that modules of different width are used next to each other and/or opposite to each other.
  • Fig.2 shows a detail of a module 1 in which the lower chord 3 of the module 1 is extended with respect to the end of the upper chord 4.
  • a mounting profile 9 is fixed which is used to mount an eaves beam 10 to the module 1.
  • the eaves beam 10 extends from the lower chord 3 of a support member 2 at one side of the module 1 to the lower chord 3 of the next or last support member 2 of the module 1.
  • the mounting profile 9 follows at least partly the profile of the eaves beam 10 allowing for an easy mounting of the eaves beam in the right position. With this construction less material is needed than when also the upper chord is extended to the point where the eaves beam 10 should be located.
  • Fig.3 shows a cross-section of the upper part of two modules 1,1' butting against each other, more in particular a cross-section at the location of two adjacent purlins 6.
  • Rafters 7 are mounted on top of the purlins 6 with steel brackets 11 which are attached to the purlins.
  • the rafters 7 are fixed in brackets 11 with nails or screws.
  • the rafters support a sarking comprising in this example a roof membrane 12 and battens 13.
  • the roof sarking 12 is weather resistant vapour transmittent material.
  • the sarking 12 and battens 13 are fixed to the rafters 7 with nails.
  • the battens 13 are at a predetermined distance from each other corresponding with the type of roof covering 14 used, such as for instance tiles.
  • a weatherproof jointing comprising a jointing gutter 15, which is fixed to the rightmost rafter 7 of module 1.
  • the jointing gutter 15 has a U-shape with flanged edges, the right flanged edge is fixed to the rightmost rafter 7 before the membrane 12 and battens 13 are mounted.
  • the battens 13 extend over part of the jointing gutter 15 and the side of roof membrane 12 is lying in the joining gutter 15. A space is left between the end of the batten and the furthest edge of the gutter.
  • the outer edge of the gutter has its outer edge slightly angle upward so that module 1' may be slid in adjacent to module 1 at high level.
  • the end of batten 13 of module 1' is fixed on the leftmost rafter 7 leaving sufficient space to be able to allow the free flanged edge of jointing gutter 15 to rest on this leftmost rafter 7. This is done when two modules or roof sections are joined when lifted on a building structure. After the jointing gutter is fixed to the rafter the membranes from both modules are lapped into the gutter and roof covering is applied over the jointing gutter one or more metal tabs fixed to the rafter between the battens can be pressed down to ensure the sarking is now retained and dressed into the gutter.
  • the end of the jointing gutter ends for instance in a rain-water gutter at the eaves beam. With this jointing gutter a weatherproof confection between the modules can be created. The joint can be created on either side of the module.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Coupling Device And Connection With Printed Circuit (AREA)
  • Battery Mounting, Suspending (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP08015591.4A 2007-09-05 2008-09-04 Modul für ein modulares Dach Active EP2034099B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP08015591.4A EP2034099B1 (de) 2007-09-05 2008-09-04 Modul für ein modulares Dach
SI200831286T SI2034099T1 (sl) 2007-09-05 2008-09-04 Modul za modularno streho
PL08015591T PL2034099T3 (pl) 2007-09-05 2008-09-04 Moduł dachu o budowie modułowej

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP07017375 2007-09-05
EP08015591.4A EP2034099B1 (de) 2007-09-05 2008-09-04 Modul für ein modulares Dach

Publications (3)

Publication Number Publication Date
EP2034099A2 true EP2034099A2 (de) 2009-03-11
EP2034099A3 EP2034099A3 (de) 2013-03-06
EP2034099B1 EP2034099B1 (de) 2014-07-16

Family

ID=39967150

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08015591.4A Active EP2034099B1 (de) 2007-09-05 2008-09-04 Modul für ein modulares Dach

Country Status (5)

Country Link
EP (1) EP2034099B1 (de)
DK (1) DK2034099T3 (de)
HR (1) HRP20140857T1 (de)
PL (1) PL2034099T3 (de)
SI (1) SI2034099T1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2504001A (en) * 2012-07-10 2014-01-15 Moduloft Ltd Pitched Roof Structures and their Methods of Assembly and Construction
CN107178147A (zh) * 2017-07-13 2017-09-19 云南省玉溪市红塔铝型材厂 铝型材中式框架组装房
CN111719755A (zh) * 2020-05-14 2020-09-29 龙德建设有限公司 装配式混凝土仿古屋面及其建造方法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2624902A1 (fr) * 1987-12-21 1989-06-23 Antignac Paul Grillages octogonaux de poutres en bois lamelle colle
EP1630313A2 (de) * 2004-08-17 2006-03-01 Corus UK LTD. Bauelement mit Dachkonstruktion

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2624902A1 (fr) * 1987-12-21 1989-06-23 Antignac Paul Grillages octogonaux de poutres en bois lamelle colle
EP1630313A2 (de) * 2004-08-17 2006-03-01 Corus UK LTD. Bauelement mit Dachkonstruktion

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2504001A (en) * 2012-07-10 2014-01-15 Moduloft Ltd Pitched Roof Structures and their Methods of Assembly and Construction
GB2504001B (en) * 2012-07-10 2016-06-15 Moduloft Ltd Pitched roof structures and their methods of assembly and construction
CN107178147A (zh) * 2017-07-13 2017-09-19 云南省玉溪市红塔铝型材厂 铝型材中式框架组装房
CN111719755A (zh) * 2020-05-14 2020-09-29 龙德建设有限公司 装配式混凝土仿古屋面及其建造方法

Also Published As

Publication number Publication date
HRP20140857T1 (hr) 2014-12-05
PL2034099T3 (pl) 2014-11-28
EP2034099A3 (de) 2013-03-06
EP2034099B1 (de) 2014-07-16
DK2034099T3 (da) 2014-09-22
SI2034099T1 (sl) 2014-11-28

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