IE20180454A1 - A modular roofing component - Google Patents
A modular roofing component Download PDFInfo
- Publication number
- IE20180454A1 IE20180454A1 IE20180454A IE20180454A IE20180454A1 IE 20180454 A1 IE20180454 A1 IE 20180454A1 IE 20180454 A IE20180454 A IE 20180454A IE 20180454 A IE20180454 A IE 20180454A IE 20180454 A1 IE20180454 A1 IE 20180454A1
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- IE
- Ireland
- Prior art keywords
- mono
- pitched
- roofing module
- structural support
- roofing
- Prior art date
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- 238000009434 installation Methods 0.000 claims description 64
- 238000009432 framing Methods 0.000 claims description 59
- 239000000463 material Substances 0.000 claims description 22
- 230000008878 coupling Effects 0.000 claims description 18
- 238000010168 coupling process Methods 0.000 claims description 18
- 238000005859 coupling reaction Methods 0.000 claims description 18
- 230000009970 fire resistant effect Effects 0.000 claims description 16
- 238000007789 sealing Methods 0.000 claims description 12
- 238000004079 fireproofing Methods 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000001419 dependent effect Effects 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 3
- 230000004888 barrier function Effects 0.000 claims description 3
- 230000003019 stabilising effect Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 description 52
- 239000006260 foam Substances 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 7
- 230000036541 health Effects 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 5
- 238000007689 inspection Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000012615 aggregate Substances 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000001010 compromised effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
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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
- 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
- E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
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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
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/17—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with non-parallel upper and lower edges, e.g. roof trusses
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/15—Trimming strips; Edge strips; Fascias; Expansion joints for roofs
- E04D13/152—Trimming strips; Edge strips; Fascias; Expansion joints for roofs with ventilating means in soffits or fascias
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/17—Ventilation of roof coverings not otherwise provided for
- E04D13/174—Ventilation of roof coverings not otherwise provided for on the ridge of the roof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/17—Ventilation of roof coverings not otherwise provided for
- E04D13/178—Ventilation of roof coverings not otherwise provided for on the eaves of the roof
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A mono pitched roofing module for a building comprising a plurality of mono pitched trusses held in a spaced apart configuration by a structural support arrangement. The mono pitched roofing module is prefabricated in a factory environment. The mono pitched trusses are held spaced apart in alignment by the non combustible structural support arrangement for forming a triangular prism mono pitched roofing module. <Figure 1>
Description
TRUE cor-vv T A8 A MODULAR ROOFlNG COMPONENT ,....
The present invention relates to a modular roofing component for use to support a roof of a building. In particular, the present invention relation to a modular roofing component and a method for manufacturing and erecting the modular roofing component.
Buildings can have flat roofs or pitched roofs. This invention relates to those buildings having a pitched roof. Pitched roots are traditionally created by the use of a number of roof trusses comprising wooden frames which are set upon the brick or timber—framed walls of a building, usually on a wall plate. A layer of waterproofing material is laid over the trusses and battens are mounted thereupon which in turn supports tiles or an alternative outer roof covering. Conventional trusses that provide a structural support to sloped roofs in buildings are well known. Trusses are of a substantially triangular shape and when in use comprise a horizontal member which defines the ceiling of the uppermost storey of a building and two angled members which define the pitched sides of the roof.
Conventional trusses are typically pre-fabricated off~site and subsequently transported to the required location and installed one at a time using heavy lifting cranes. A disadvantage of this pre~fabrication of a truss is that the truss is bulky as it is designed to extend for the width of a building and therefore difficult to store, transport and install. A further major disadvantage with traditional roof truss assemblies is the health and safety risk they present to installers. The trusses must be individually installed on the roof and the installers must walk through these trusses which have webs along the width resulting in it being a difficult and cumbersome working environment especially at heights. it is an object of the present invention to mitigate the above—mentioned disadvantages and provide a modular roofing component capable of providing a building with a readily mountable roofing component. it is a further objective of the present invention to provide a modular roofing component which has a more compact overall footprint more suitable for road haulage than conventional roofing components such as trusses for ease of transport to site. it is a further objective of the present invention to provide a method of manufacturing a modular roofing component providing a prefabricated factory designed component reducing time and labour on site for construction, assembly and installation and reducing the risk of compromised quality as a result of poor workmanship on site.
It is a further objective of the present invention to provide a method of erection of a modular roofing component, the modular roofing component being capable of being installed without the health and safety risks associated with installing traditional roofs using individual timber frame trusses.
Accordingly, the present invention provides a mono pitched roofing module fora building comprising a plurality of mono pitched trusses held in a spaced apart configuration by a structural support means. ideally, the mono pitched roofing module is prefabricated in a factory environment.
Advantageously, the prefabricated roofing module reduces labour on site as well as the risk of poor workmanship and allows control over all technical aspects of the roofing module via inspection prior to dispatch from the factory. it also reduces the health and safety risks of installing individual roof trusses at elevated heights on site and reduces the install time and down time due to inclement weather conditions. It also allows mechanical lifting of the entire roofing module directly onto the roof in a single operation thereby reducing or completely obviating time spent by workmen at height. ldeally, the mono pitched trusses are held spaced apart in alignment by the structural support means forforming a triangular prism mono pitched roofing module.
Preferably, the mono pitched trusses are held spaced apart a distance in a range of 12 to 48 inches in alignment by the structural support means for forming a triangular prism monofpitched roofing module.
Preferably, the mono pitched trusses are held spaced apart in vertical and horizontal alignment by the structural support means for forming a triangular prism mono pitched roofing module. ldeally, the mono pitched trusses are right angle trusses.
Preferably, the right angle trusses each comprise a hypotenuse framing member.
Ideally, the hypotenuse framing member comprises an inclined rafter of the right angle truss.
Preferably, the two framing members of the right angle truss extending away from the right angle comprise a base side framing member and an upright side framing member of the mono pitch right angle truss. ideally, the inclined rafter extends beyond the base side framing member creating an inclined—rafter overhang.
Preferably, the mono pitched roofing module comprises an inclined rafter surface, a base surface and an upright surface.
Ideally, the triangular prism mono pitched roofing module comprises an inclined rafter surface, a base surface and an upright surface.
Preferably, the inclined rafter surface, the base surface and the upright surface each have a quadrangular, most preferably rectangular shape. ideally, the inclined rafter surface extends beyond the base surface creating an inclined rafter-surface overhang.
Preferably, the triangular prism mono pitched roofing module comprises a right angle triangular prism mono pitched roofing module.
Preferably, the hypotenuse surface of the right angle triangular prism comprises the inclined rafter surface of the mono pitched roofing module. ideally, the two surfaces of the right angle triangular prism extending away from the right angle form a base surface and an upright surface of the right angle triangular prism mono pitched roofing module.
Preferably, the structural support means extends transverse the upright side framing members of the aligned mono pitch trusses. ideally, the structural support means extends transverse the upright side framing members of the aligned mono pitch trusses between the end faces of the mono pitch roofing module.
Preferably, the structural support means extends transverse the upright side framing members of the aligned mono pitch trusses between the gable ends of the building.
Preferably, the structural support means is coupled to at least one, most preferably each, of the upright side framing members of the aligned mono pitch trusses. ideally, the structural support means is mechanically coupled to at least one or each of the upright side framing members of the aligned mono pitch trusses by a mechanical coupling joint.
Advantageously, the mechanical coupling joint prevents the individual mono pitch trusses from moving and/or rotating relative to the structural support means during transport and installation. ideally, the mono pitched roofing module comprises a structural support means attaching means.
Advantageousiy, the structural support means attaching means provides a means for attaching at least one or each of the upright side framing members to the structural support means.
Alternatively or additionally, the structural support means being directly attached to the upright side framing members.
Preferably, the structural support means attaching means is located between the structural support means and the upright side framing members.
Preferably, the structural support means extends along the length of the upright surface of the mono pitched roofing module. ideally, the structural support means attaching means coextends along the structural support means.
Preferably, the structural support means attaching means comprises a protruding support shoulder for supporting the mono pitched trusses on the structural support means.
I\.) U: L») UI ldeally, the protruding support shoulder comprises a transverse shoulder member protruding preferably orthogonally from the upright side framing members for mounting the mono pitched trusses on the structural support means.
Ideally, the transverse shoulder member is held in place by bracing stanchions protruding preferably orthogonally from two or more or each of the upright side framing members of the mono pitched trusses above the transverse shoulder member. ideally, the distance the transverse shoulder member extends from the upright side framing members is the same as or approximately the same as the width of the structural support means.
Preferably, the distance the bracing stanchions extends from the upright side framing members is the same as or approximately the same as the width of the structural support means. ideally, the bracing stanchions and the transverse shoulder member extend the same or approximately the same distance from the upright side framing members. ideally, the structural support means extends transversely along the bottom of the upright side framing members.
Preferably, the bracing stanchions extend along the upright side framing members stopping short of the apex of the mono pitched roofing module defining a gap. ideally, the structural support means and the structural support means attaching means of mutually opposing mono pitch roofing modules are formed for abutting engagement in the installed position. ldeally, the structural support means extends transverse the length of the upright surface of the mono pitched roofing module between the end faces of the roofing module.
Preferably, the structural support means extends transverse the length of the upright surface of the mono pitched roofing module between the gable ends of the building.
Ideally, the structural support means extends transverse the length of the upright surface of the triangular prism mono pitched roofing module. ideally, the structural support means extends transversely along the bottom of the upright surface of the mono pitched roofing module. ideally, the structural support means extends transverse the length of the upright surface of the triangular prism mono pitched roofing module. ideally, the structural support means comprising a beam.
Preferably, the structural support means comprising a C-shaped beam.
Ideally, the structural support means comprising non—combustible materials.
Preferably, the structural support means comprising metal, aggregates, sand, gravel and/or other non-combustible materials.
Ideally, the structural support means comprising a C—shaped steel beam. ideally, the structural support means operable to receive ropes, chains or pulleys, or other means for hoisting the mono pitched roofing module. Advantageously, the structural support means may also be used as an attachment point to tie down the mono pitched roofing module, for example, when in transit.
Ideally, the mono pitched roofing module comprises reinforcement and spacing means for spacing the aligned mono pitch trusses and providing structural strength.
Preferably, the reinforcement and spacing means are attached to the structural support means. ideally, the reinforcement and spacing means are positioned between aligned mono pitch trusses.
Preferably, the reinforcement and spacing means comprising one or more panels and/ or wooden blocks.
Preferably, the mono pitched roofing module comprises a lifting assembly.
Ideally, the lifting assembly is disposed proximal the inclined rafter overhang. ideally, the lifting assembly is disposed proximal the inclined rafter overhang during installation. ideally, the lifting assembly is located proximal to the inclined rafter-surface overhang.
Preferably, the lifting assembly is located proximal to the inclined rafter—surface overhang during installation. ideally, the lifting assembly is coupled to the inclined rafter—surface overhang.
Preferably, the lifting assembly is detachably coupled to the inclined rafter overhang during installation. ideally, the mono pitched roofing module comprises a lifting assembly attaching means.
Advantageously, the lifting assembly attaching means provides an arrangement for attaching a plurality of and most preferably each of the inclined rafter overhangs.
Preferably, the lifting assembly attaching means is located between the lifting assembly and the inclined rafter overhangs. ideally, the lifting assembly attaching means comprises a cross member extending transverse the free ends of the inclined rafters and being mechanically coupled to a plurality or each of the inclined rafters on the underside thereof. ideally, the cross member defining a planar surface for engaging the lifting assembly.
Preferably, the planar surface is horizontal during installation and when installed.
Advantageously, the lifting assembly is spaced apart from the structural support means thereby providing a greater span of support than if the two were positioned to be adjacent.
La.) U1 Ideally, the lifting assembly extends transverse the inclined rafter overhangs of the aligned mono pitch trusses during installation.
Preferably, the lifting assembly extends transverse the inclined rafter overhangs of the aligned mono pitch trusses between the end faces of the mono pitch roofing module during installation. ideally, the lifting assembly extends transverse the inclined rafter overhangs of the aligned mono pitch trusses between the gable ends of the building during installation.
Preferably, the lifting assembly is coupled to at least one, most preferably each, of the inclined rafter overhangs of the aligned mono pitch trusses during installation. ideally, the lifting assembly is detachably coupled to the roofing module at least during installation and can be detachably coupled during storage and/or transport as well.
Preferably, the lifting assembly extends along the length of the inclined rafter-surface of the mono pitched roofing module during installation.
Ideally, the lifting assembly extends transverse the length of the inclined rafter- surface of the mono pitched roofing module between the end faces of the roofing module during installation.
Preferably, the lifting assembly extends transverse the length of the inclined rafter- surface of the mono pitched roofing module between the gable ends of the building during installation. ideally, the lifting assembly extends transverse the length of the inclined rafter- surface of the mono pitched roofing module during installation. ideally, one or both ends of the lifting assembly extends beyond the length of the roofing module.
Preferably, one or both ends of the lifting assembly protrude beyond the boundary defined by the roofing module. ideally, the ends of the lifting assembly have means for engaging lifting/hoisting gear. ideally, the ends of the lifting assembly comprise apertures, lifting eyes or similar mechanical attachment means for ancillary lifting gear such as ropes or chains.
Preferably, the lifting assembly extends beyond the length of the inclined rafter- surface of the mono pitched roofing module. Advantageously, this provides an attachment point for ropes, pulleys and the like.
Preferably, in use, the lifting assembly is located vertically below the inclined rafter- surface. ldeally, the lifting assembly comprises a beam.
Preferably, the lifting assembly comprises an l-shaped beam. ideally, the lifting assembly comprising non—combustlble materials.
I\) U! Preferably, the lifting assembly comprising metal, aggregates, sand, gravel and/or other non-combustible materials. ideally, the lifting assembly comprising an l-shaped steel beam.
Preferably, the lifting assembly comprising a detachable cross member providing a planar surface formed for engaging the cross member of the lifting assembly attaching means. ideally, the detachable cross member is mechanically coupled to the beam, most preferably along the top of the beam. ideally, a temporary mechanical fixing means couples the lifting assembly to the lifting assembly attaching means during installation. These temporary mechanical fixing means are manually removed on site after successful installation of the roofing module.
Ideally, the lifting assembly being operable to receive ropes, chains or pulleys, or other means for hoisting the mono pitched roofing module.
Advantageously, the lifting assembly may also be used to tie down the mono pitched roofing module, for example, when in transit.
Preferably, the mono pitched roofing module comprises fire-proofing means.
Ideally, the fire-proofing means comprises a fire—reslstant board or sheet. ideally, the fire-resistant board or sheet is attached to one or more of the mono pitched trusses.
Preferably, the fire-resistant board or sheet extends between the upright side framing member, hypotenuse framing member and/or the base side framing member of a mono pitch truss. ideally, a plurality of fire-resistant boards or sheets are attached to at least one of the mono pitched trusses.
Preferably, two mutually opposing fire-resistant boards or sheets are fitted to at least one of the mono pitched trusses. ideally, the two mutually opposing fire-resistant boards or sheets are fitted on the two main planar surfaces of the at least one mono pitched truss disposed above a party wall in use. ideally, each fire~resistant board extends down from the at least one truss along the inside of the party wall on each side of the party wall.
Preferably, fire resistant material extends between the inclined surface of the at least one truss disposed above the party wall and the roofing material. ideally, the fire~proofing means comprises a fire sock.
Preferably, the fire sock is disposed on the structural support means. ideally, the fire sock is disposed on the structural support means spanning across the party wall.
Preferably, the fire sock is disposed within the channel of the C-section beam. ideally, the fire—resistant arrangement provides a fire resistance of at least 30 minutes preventing fire from spreading from one side of the party wall to the other through the roofing module in the event of a fire.
Preferably, a pair of mutually opposing mono pitch roofing modules formed for abutting together at the centre of the span of the roof at or about their upright surfaces and/or structural support means can be arranged to form a modular roofing component.
Preferably, the structural support means extends along the entire length of the upright surface of the mono pitch roofing module.
Ideally, the structural support means extends along a part of the height of the upright surface of the mono pitch roofing module. in one embodiment, where the modular roofing component comprises a pair of mutually opposing mono pitch roofing modules formed for abutting together at a location across the span of the roof at or about their upright surfaces and their structural support means, the structural support means are mutually opposing. ldeally, the base of the structural support means of each mono pitch roofing module is in alignment with the base surface.
Preferably, a bottom surface of the structural support means is coplanar with the base surface. in another embodiment, where the modular roofing component comprises a pair of mutually opposing mono pitch roofing modules formed for abutting together at a location across the span of the roof at or about their upright surfaces and their structural support means, the structural support means of one roofing module extends along a part of the height of the upright surface of that mono pitch roofing module which part does not overlap with the part of the height of the upright surface of the other roofing module carrying its structural support means.
Preferably, the structural support means of one roofing module extends along a lower part, and most preferably lower half of the height of the upright surface of that mono pitch roofing module and the structural support means of the other roofing module extends along an upper part, and most preferably an upper half of the height of the upright surface of that mono pitch roofing module which parts do not overlap. Advantageously, this allows the structural support means of one roofing module to rest against the upright surface of the other roofing module. This allows the two roofing modules to abut together so that any forces acting through the roofing modules due to their own weight, snow or wind load are distributed uniformly across the planar surfaces of the structural support means. ldeally, the mono pitched roofing module being formed for providing a part and most preferably one half of a pitched roof.
Ix) ‘J1 ideally, the mono pitched roofing module is for a garage roof.
Preferably, the modular roofing component is for a garage roof. ideally, means for supporting and locating the modular roofing component on a building are provided for mounting the modular roofing component on the building. . ideally, means for supporting and locating the mono pitched roofing module on a building are provided for mounting the mono pitched roofing module on the building. .
Preferably, the supporting and locating means are mountable on two opposing walls or upright support members of the building for supporting the modular roofing component.
Preferably, the supporting and locating means are mountable on two opposing walls or upright support members of the building for supporting the mono pitched roofing module. ideally, the supporting and locating means comprises means for locating and supporting the structural support means of the mono pitch roofing module.
Preferably, the supporting and locating means comprises a ceiling ledger for supporting the structural support means of the mono pitch roofing module. ideally, the supporting and locating means comprises an angle bracket preferably metal.
Preferably, the mono pitched truss has reinforcing means. ideally, the reinforcing means of the mono pitched truss comprise a web extending between the framing members of the mono pitched truss.
Preferably, the reinforcing means extend between the right angle of the mono pitched truss and the inclined rafter. ideally, wooden components are connected at their joints where appropriate by one or more mechanical connecting means most preferably although not exclusively by nail plates. ideally, the mono pitched roofing module comprising roofing materials.
Preferably, the mono pitched roofing module comprising slates or tiles. ideally, the mono pitched roofing module comprising roofing underlay for weather proofing the module.
Preferably, the modular roofing component comprising a ridge cap. ideally, the ridge cap extends between the pair of mono pitch roofing modules.
Preferably, the ridge cap is fitted to the mono pitch roofing modules proximal to where the upright side framing members are joined to their respective hypotenuse framing members. ideally, the ridge cap is an elongate cap.
Preferably, in use, the ridge cap is on the exterior surface of the modular roofing component. ideally, in use, the ridge cap is at the uppermost point or apex of the modular roofing component.
Advantageously, the ridge cap provides weather proofing and additional structural reinforcement to the modular roofing component. ideally, the ridge cap extends substantially parallel to the structural support means.
Preferably, space on the underside of the cap is filled with insulative and/or fireproof material. ideally, where a pair of mono pitch roofing modules are positioned on a building a gap is formed therebetween which is operable to receive insulative and/or fire proofing materials. ideally, the ridge cap is prefabricated.
Preferably, the ridge cap is installed onsite subsequent to the assembly of the roofing module with the two mono pitch roofing modules. ideally, the ridge cap comprising an elongate structural anchor member. The anchor member is for anchoring the ridge cap in the gap between the apex of the two adjacent mono pitch roofing modules.
Preferably, the anchor member has a cross bar and/or batten for stabilising the one or more ridge tiles. ideally, the ridge cap has sealing means formed for sealing a gap between the ridge cap and the adjacent roof structure.
Preferably, the ridge cap has sealing means formed for sealing a gap between the ridge tile and the adjacent roof tile. ideally, the sealing means is an expanding foam, preferably pre—fitted.
Advantageously, the foam can be expanded during the installation process. ideally, the mutually opposing upper ends of the mono pitch trusses carry an upstanding board protruding above the top of the roofing module.
Preferably, the upstanding board member carries the roofing underlay defining an additional barrier for driven rain. ideally, the expanding foam expands into the gap between at least one ridge tile, at least one roof tile, the upstanding board and the cross bar. ideally, the ridge cap has installation guide means. ideally, the installation guide means comprises means for holding guide ropes at or about each end of the ridge cap.
Preferably, the installation guide means comprising at least one elongate installation guide member protruding downwardly from the ridge cap. Advantageously, the installers of the ridge cap operating the guide ropes from the ground have no visibility of the gap between the two adjacent mono pitch roofing modules and so an elongate guide member projecting downwardly below the ridge cap allows an operator to align the ridge cap with the gap using an elongate installation guide member. ideally, the installation guide member is narrower in width than the leading part of the anchor member. Advantageously, it is easier to insert a narrow guide member into the gap than the entire anchor member. ideally, the installation guide means comprising a second elongate installation guide member spaced apart from the first elongate installation guide member.
Preferably, one of the elongate installation guide members is shorter than the other.
Advantageously, this allows one operator to insert their guide member first by manoeuvring their guide rope as the ridge cap is lowered down and once this first guide member is in place, this first elongate installation guide member can be used to assist the second operator to insert their shorter elongate installation guide member as they will have a reduced degree of positional adjustment based on the first elongate installation guide member being already located in the gap.
Preferably, the ridge cap having lifting arrangements for coupling lifting gear such as ropes and/or chains. ideally, the lifting arrangements of the ridge cap are detachable from inside the roof.
Preferably, the lifting arrangement comprises a threaded eye and a bolt threaded into the threaded eye via the anchor member, the threaded bolt being accessible from inside.
Advantageously, an operator can unthread the bolt out of the eye from inside avoiding workers on the roof.
Accordingly, the present invention provides a method of manufacturing a roofing module comprising the steps of aligning a plurality of mono pitch roof trusses in a spaced apart configuration and joining the roof trusses together with a structural support means for forming a mono pitch roofing module. ideally, the method comprising prefabricating the mono pitch roofing module in a factory. Advantageously, the prefabricated roofing module reduces labour on site as well as the risk of poor workmanship and allows control over all technical aspects of the roofing module via inspection prior to dispatch from the factory. it also reduces the health and safety risks of installing individual roof trusses at elevated heights on site and reduces the install time and down time due to inclement weather conditions. it also allows mechanical lifting of the entire roofing module directly onto the roof in a single operation without requiring workmen installing trusses at height. ideally, the method comprising placing the mono pitched trusses spaced apart at a distance from one another in alignmenthand mechanically coupling them together by structural support means for forming a mono pitched roofing module. i\) U: Ideally, the method comprising spacing the mono pitched trusses apart at a distance of 12 to 48 inches.
Preferably, the method comprising placing the mono pitched trusses spaced apart in vertical and horizontal alignment. ldeally, the method comprising extending the structural support means transverse the upright side framing members of the aligned mono pitch trusses. ldeally, the method comprising extending the structural support means transverse the upright side framing members of the aligned mono pitch trusses between the end faces of the mono pitch roofing module and most preferably between the gable ends of the building. ldeally, the method comprising mechanically coupling the structural support means to each of the upright side framing members of the aligned mono pitch trusses by a mechanical coupling joint.
Preferably, the method comprising extending the structural support means along the length of the upright surface of the mono pitched roofing module. ldeally, the method comprising extending the structural support means transverse the length of the upright surface of the mono pitched roofing module between the end faces of the roofing module and most preferably between the gable ends of the building. ldeally, the method comprising extending the structural support means along a part of the height of the upright surface of the mono pitch roofing module. ldeally, the method comprising extending a lifting assembly transverse inclined—rafter overhangs of the aligned mono pitch trusses. ldeally, the method comprising extending the lifting assembly transverse the inclined- rafter overhangs of the aligned mono pitch trusses between the end faces of the mono pitch roofing module and most preferably between the gable ends of the building.
Preferably, the method comprising extending the lifting assembly beyond the end faces of the mono pitch roofing module. ldeally, the method comprising mechanically coupling the lifting assembly to each of the inclined-rafter overhangs of the aligned mono pitch trusses by a mechanical coupling joint.
Preferably, the method comprising extending the lifting assembly along the length of the inclined rafter—overhang surface of the mono pitched roofing module.
Ideally, the method comprising extending the lifting assembly transverse the length of the inclined rafter-overhang surface of the mono pitched roofing module between and beyond the end faces of the roofing module and most preferably between the gable ends of the building.
Ideally, the method comprising extending the lifting assembly along a part of the height of the upright surface of the mono pitch roofing module. in one embodiment, the method comprising providing a modular roofing component with a pair of mutually opposing mono pitch roofing modules formed for abutting together at a location across the span of the roof at or about their upright surfaces and their structural support means, the method further comprising extending the structural support means of one roofing module along a part of the height of the upright surface of that mono pitch roofing module which part does not overlap with the part of the height of the upright surface of the other roofing module carrying its structural support means.
Preferably, the method comprising extending the structural support means of one roofing module along a lower part, and most preferably lower half of the height of the upright surface of that mono pitch roofing module and extending the structural support means of the other roofing module along an upper part, and most preferably an upper half of the height of the upright surface of that mono pitch roofing module, which parts do not overlap.
Advantageously, this allows the structural support means of one roofing module to rest against the upright surface of the other roofing module. This allows the two roofing modules to abut together so that any forces acting through the roofing modules due to their own weight, snow or wind load are distributed uniformly across the planar surfaces of the structural support means.
Preferably, the method comprising fitting roofing materials to the mono pitched roofing module. ideally, the method comprising fitting roofing materials, most preferable tiles or slates, to the inclined rafter surface of the mono pitched roofing module.
Ideally, the method further comprising providing the building for receiving the mono pitched roofing module with means for supporting and locating the mono pitched roofing module. ideally the method comprising fitting additional fireproofing and/or insulative materials.
Accordingly, the present invention provides a method of installation of a mono pitch roofing module comprising the step of raising and positioning a mono pitch roofing module onto a building.
Preferably, the method comprising fitting receiving means to the building. ideally, the receiving means comprising one of more ceiling ledgers. ideally, the method comprising attaching a hoist means to the mono pitch roofing module.
Preferably, the method comprising attaching the hoist means to a structural support means and/or to a lifting assembly of the mono pitch roofing module. ideally, the method comprising attaching the hoist means to the lifting assembly where the lifting assembly extends beyond the inclined rafter-surface. l\) LIV Preferably, the hoist means comprises ropes and/or pulleys.
Ideally, the method comprising hoisting the mono pitch roofing module.
Preferably, the method comprising lowering the mono pitch roofing module onto a building. ldeally, the method comprising lowering the mono pitch roofing module onto the upper surface of the walls of a building.
Preferably, the method comprising lowering the mono pitch roofing module to engage receiving means. ideally, the mono pitch roofing module is attached to the building using bolts, fasteners and other suitable attachment means.
Ideally, a second mono pitch roofing module can be raised and positioned in the same procedure as the first to form an installed modular roofing component.
Alternatively, the method comprising simultaneously raising and positioning a pair of mono pitch roofing modules to form an installed modular roofing component. ldeally, the method comprising fitting a ridge cap.
The skilled man will appreciate that all preferred or optional features of the invention described with reference to only some aspects or embodiments of the invention may be applied to all aspects of the invention. it will be appreciated that optional features applicable to one aspect of the invention can be used in any combination, and in any number. Moreover, they can also be used with any of the other aspects of the invention in any combination and in any number. This includes, but is not limited to, the dependent claims from any claim being used as dependent claims for any other claim in the claims of this application.
The invention will now be described with reference to the accompanying drawings which shows by way of example only two embodiments of a mono pitch roofing module and a modular roofing component in accordance with the invention. In the drawings:— Figure 1 is a perspective view of the left hand side mono pitch roofing module of one embodiment of the invention; Figure 2 is a perspective view of the right hand side mono pitch roofing module of embodiment of the invention; Figure 3 is an end view of the left hand side mono pitch roofing module shown in Figure 1; Figure 4 is an end view of the right hand side mono pitch roofing module shown in Figure 2; Figure 5 is an end view of the structural support arrangement shown in Figures 1 and 2 for mechanically coupling the roof trusses into the roof module; l\) ‘J! Figure 6 is a perspective view of the left hand side mono pitch roofing module of a second embodiment; Figure 7 is a perspective view of the right hand side mono pitch roofing module of a second embodiment; Figure 8 is a perspective view of the left hand side mono pitch roofing module of Figure 6 with slates and a hoisting arrangement to raise it onto a building during installation; Figure 9 is a cross sectional view of a building having the mono pitch roofing modules shown in Figures 6 and 7; Figure 10 is an expanded view of Figure 9 showing the lifting assembly; Figure 11 is an expanded view of Figure 9 showing the cap.
Figure 12 is a cross section of the building with a roofing module through a party wall showing the fire—resistant arrangement and the ridge cap installation guide arrangement.
Referring to the Figures 1 to 5 there is shown a modular roofing component indicated generally by the reference numeral 1 for a building having eleven mono pitched trusses 2 held in a spaced apart configuration by a structural support arrangement 3 forming a mono pitch roofing module 4. The mono pitched roofing module 4 is prefabricated in a factory environment. Advantageously, the prefabricated roofing module 4 reduces labour on site as well as the risk of poor workmanship and allows control over all technical aspects of the roofing module 4 via inspection during manufacture and prior to dispatch from the factory. It also reduces the health and safety risks of installing individual roof trusses at elevated heights on site and reduces the install time and down time due to inclement weather conditions. it also allows mechanical lifting of the entire roofing module 4 directly onto the roof in a single operation without requiring workmen installing trusses at height.
The mono pitched trusses 2 are held spaced apart in alignment by the structural support arrangement 3 for forming a triangular prism mono pitched roofing module 4. The mono pitched trusses 2 are held spaced apart at distance of 18 inches in alignment by the structural support arrangement 3 for forming a triangular prism mono pitched roofing module 4. In the drawings shown, the truss spacing is 18 inches to accommodate a garage with a roof span and of 15 feet. it will of course be appreciated that the dimensions of the trusses 2, structural support arrangement 3 as well as the spacing between the trusses 2 can be adjusted to suit the bespoke application and this in no way limits the invention.
The mono pitched trusses 2 are held spaced apart in vertical and horizontal alignment by the structural support arrangement 3 for forming two triangular prism mono pitched roofing modules 4. The mono pitch trusses 2 are right angle trusses. The hypotenuse framing member 5 of the right angle truss 2 provides the inclined rafter 5 of the right angle truss 2. The two framing members 6, 7 of the right angle truss 2 extending away from the N) U) right angle comprise a base side framing member 6 and an upright side framing member 7 of the mono pitch right angle truss 2. The inclined rafter 5 extends beyond the base side framing member 6 creating an overhang 8. The mono pitched roofing module 4 has an inclined rafter surface 9 provided by a plane extending across the surface of each of the inclined rafters 5, a base surface 10 provided by a plane extending across the surface of each of the base side framing members 5 and an upright surface 11 provided by a plane extending across the surface of each of the upright side framing members 7. The triangular prism mono pitched roofing module 4 has the inclined rafter surface 9, the base surface 10 and the upright surface 11. The inclined rafter surface 9, the base surface 10 and the upright surface 11 have a rectangular shape. The inclined rafter surface 9 extends beyond the base surface 10 creating the overhang 8.
The triangular prism mono pitched roofing module 4 is a right angle triangular prism mono pitched roofing module 4. The hypotenuse surface 9 of the right angle triangular prism 4 is the inclined rafter surface 9 of the mono pitched roofing module 4. The two surfaces of the right angle triangular prism 4 extending away from the right angle form a base surface 10 and an upright surface 11 of the right angle triangular prism mono pitched roofing module 4.
The structural support arrangement 3 extends transverse the upright side framing members 7 of the aligned mono pitch trusses 2. The structural support arrangement 3 extends transverse the upright side framing members 7 of the aligned mono pitch trusses 2 between the end faces 14 of the mono pitch roofing module and most preferably between the gable ends of the building. The structural support arrangement 3 is mechanically coupled to each of the upright side framing members 7 of the aligned mono pitch trusses 2 by a mechanical coupling joint.
Advantageously, the mechanical coupling joint prevents the individual mono pitch trusses 2 from moving and/or rotating relative to the structural support arrangement 3 during transport and installation. The structural support arrangement 3 extends along the length of the upright surface 10 of the mono pitched roofing module 4. The structural support arrangement 3 extends transverse the length of the upright surface 10 of the mono pitched roofing module 4 between the end faces 14 of the roofing module 4 and most preferably between the gable ends of the building. The structural support arrangement 3 extends transverse the entire length of the upright surface 10 of the triangular prism mono pitched roofing module 4.
The modular roofing component 1 has a pair of mutually opposing mono pitch roofing modules 4 formed for abutting together at the centre of the span of the roof at or about their upright surfaces 10 and structural support arrangements 3. in one embodiment, the structural support arrangement 3, see especially Figure 3 has an outer frame 15 comprising two spaced apart beams 16 held apart at their ends by two end posts 17 as well as three further ix) U‘! L...) U: intermediate posts 17 equi-spaced apart between the end posts 17. Four reinforcing webs 18 extend diagonally between the rectangular frames formed by two adjacent posts and the beams 16. The structural support arrangement 3 extends along the entire length of the upright surface 10 of the mono pitch roofing module 4. The structural support arrangement 3 extends along a part of the height of the upright surface 10 of the mono pitch roofing module.
The modular roofing component 1 has a pair of mutually opposing mono pitch roofing modules 4 formed for abutting together at a location across the span of the roof at or about their upright surfaces 10 and their structural support arrangement 3. The structural support arrangement 3 of the roofing module 4 on the left hand side of the modular roofing component 1 extends along the lower part of the height of the upright surface 10 of that mono pitch roofing module 4 which part does not overlap with the part of the height of the upright surface 10 of the other roofing module on the right hand side of the drawings carrying its structural support arrangement 3.
The structural support arrangement 3 of the roofing module 4 on the left hand side of the drawings extends along a lower half of the height of the upright surface 10 of that mono pitch roofing module 4 and the structural support arrangement 3 of the other roofing module on the right hand side of the drawings extends along the upper half of the height of the upright surface 10 of that mono pitch roofing module 4 which parts do not overlap.
Advantageously, this allows the structural support arrangement 3 of one roofing module 4 to rest against the upright surface 10 of the other roofing module 4. This allows the two roofing modules 4 to abut together so that any forces acting through the roofing modules 4 due to their own weight, snow or wind load are distributed uniformly across the planar surfaces of the structural support arrangements 3.
The mono pitched roofing module 4 is formed for providing a part and most preferably one half of a pitched roof. The mono pitched roofing module 4 is formed for installation on a garage roof. The modular roofing component 1 is formed for installation on a garage roof.
The mono pitched truss 2 has a reinforcing member 21 . The reinforcing member 21 of the mono pitched truss 2 is a web 21 extending between the framing members of the mono pitched truss 2. The reinforcing member 21 extends between the right angle of the mono pitched truss 2 and the inclined rafter 5.
Referring to the embodiments shown in Figures 6 to 11 there is shown a modular roofing component indicated generally by reference numeral 101 comprising a pair of mono pitch roofing modules 104.The mono pitched roofing modules 104 have the same general shape and configuration as the modules 4 of figures 1 to 5 where mono pitched trusses 102 are held spaced apart in alignment by the structural support arrangement 103 for forming a triangular prism mono pitched roofing module 104.
The mono pitched roofing module 104 has a structural support arrangement attaching arrangement 160. Advantageously, the structurai support arrangement attaching arrangement 160 provides a means for attaching each of the upright side framing members 107 to the structural support arrangement 103. The structural support arrangement 103 extends along the length of the upright surface of the mono pitched roofing module 104 and the structural support arrangement attaching arrangement 160 coextends along the structural support arrangement 103. The structural support arrangement attaching arrangement 160 has a protruding support shoulder 181 for supporting the mono pitched trusses on the structural support arrangement 103. The protruding support shoulder 181 has a transverse shoulder member 182 protruding orthogonally from the upright side framing members 107 for mounting the mono pitched trusses 102 on the structural support arrangement 103.
The transverse shoulder member 182 is held in place by bracing stanchions 183 protruding preferably orthogonally from each of the upright side framing members 107 of the mono pitched trusses 102 above the transverse shoulder member 182. The distance the transverse shoulder member 182 extends from the upright side framing members 107 is the same as or approximately the same as the width of the structural support arrangement 103.
The structural support arrangement 103 extends transversely along the bottom of the upright side framing members 107. The bracing stanchions 183 extend along the upright side framing members 107 stopping short of the apex of the mono pitched roofing module 104 defining a gap 185. The structural support arrangement 103 and the transverse shoulder member 182 of mutually opposing mono pitch roofing modules 104 are formed for abutting engagement in the installed position.
The structural support arrangement 103 comprising a C—shaped beam 103. The structural support beam 103 being made of non-combustible materials such as steel. The non—combustible structural support beam 103 is operable to receive ropes, chains or pulleys, or other means for hoisting the mono pitched roofing module 104 via lifting eyes 186.
Advantageously, the lifting eyes 186 of the structural support beam 103 can also be used as an attachment point to tie down the mono pitched roofing module 104, for example, when in transit.
The mono pitched roofing module 104 also has a lifting assembly 191. The lifting assembly 191 is disposed proximal the inclined rafter overhang 108. The lifting assembly 191 is disposed proximal the inclined rafter overhang 108 during installation. The lifting assembly 191 is located proximal to the inclined rafter-surface overhang 108. The mono pitched roofing module 104 has a lifting assembly attaching arrangement indicated generally be reference numeral 192 best illustrated in Figure 10. Advantageously, the lifting assembly attaching arrangement 192 provides an arrangement 192 for attaching each of the inclined rafter overhangs 108. The lifting assembly attaching arrangement 192 is located between the lifting assembly 191 and the inclined rafter overhangs 108. The lifting assembly attaching arrangement has a cross member 193 extending transverse the free ends of the inclined rafters and being mechanically coupled to each of the inclined rafters on the underside thereof via a pair of connecting components 194. The cross member 193 defining a planar surface for engaging the lifting assembly 191. The planar surface is horizontal during installation and when installed.
Advantageously, the lifting assembly 191 is spaced apart from the structural support beam 103 thereby providing a greater span of support than if the two were positioned to be adjacent.
The lifting assembly 191 extends transverse the inclined rafter overhangs 108 of the aligned mono pitch trusses 102 during installation. The lifting assembly 191 extends transverse the inclined rafter overhangs 108 of the aligned mono pitch trusses 102 between the end faces of the mono pitch roofing module 104 during installation. The lifting assembly 191 is coupled to each of the inclined rafter overhangs 108 of the aligned mono pitch trusses during installation. The lifting assembly 191 is detachably coupled to the roofing module 104 at least during installation and can be detachably coupled during storage and/or transport as well.
The lifting assembly 191 extends along the length of the inclined rafter-surface of the mono pitched roofing module 104 during installation. The lifting assembly 191 extends transverse the length of the inclined rafter-surface of the mono pitched roofing module 104 between the end faces of the roofing module 104 during installation. The lifting assembly 191 extends transverse the length of the inclined rafter~surface of the mono pitched roofing module 104 between the gable ends of the building during installation.
Both ends 196 of the lifting assembly 191 extends beyond the length of the roofing module 104. Both ends 196 of the lifting assembly 191 protrude beyond the boundary defined by the roofing module 104. The ends 196 of the lifting assembly 191 have arrangements 197 see Figure 7 for engaging lifting/hoisting gear. The ends 196 of the lifting assembly 191 have apertures, lifting eyes 197 or similar mechanical attachments for ancillary lifting gear 180 such as ropes or chains. The lifting assembly 191 extends beyond the length of the inclined rafter-surface of the mono pitched roofing module 104. Advantageously, this provides an attachment point for ropes 180, pulleys and the like. In use, the lifting assembly 191 is located vertically below the inclined rafter-surface.
The lifting assembly 191 comprises an I beam 162 comprising non—combustible materials such as steel. The lifting assembly 191 has a detachable cross member 198 providing a planar surface formed for engaging the cross member 193. The detachable cross member 198 is mechanically coupled to the beam 162 along the top of the beam 162 see Figure 10. A temporary mechanical fixing couples the lifting assembly 191 to the lifting L») (Jr assembly attaching arrangement during installation. These temporary mechanical fixings are manually removed on site after successful installation of the roofing module 104. The lifting assembly 191 is operable to receive ropes 180, chains or pulleys, or other means for hoisting the mono pitched roofing module 104.
Advantageously, the lifting assembly 191 may also be used to tie down the mono pitched roofing module 104, for example, when in transit.
Preferably, the mono pitched roofing module comprises fire—proofing means.
The mono pitched roofing module 104 has two mutually opposing fire resistant boards 165 attached to either side of, and spanning the area of, a mono pitched truss 166 disposed above a party wall 201 see Figure 12. A fire sock 167 is also provided onthe structural support arrangement 103 spanning the party wall 201. The fire resistant boards 165 and fire sock 167 provide the necessary fire proofing to enable the mono pitched roofing module 104 to operate as the dividing point between two properties, where required. Each fire—resistant board 165 extends down from the at least one truss 166 along the inside of the party wall 201 on each side of the party wall 201. Fire resistant material 202 extends between the inclined surface of the at feast one truss disposed above the party wall 201 and the roofing material 170.
As shown in Figures 6 to 11, where the modular roofing component 101 is formed from a pair of mutually opposing mono pitch roofing modules 104, the structural support arrangements 103 are mutually opposing. The structural support arrangement 103 of each mono pitch roofing module 104 is in alignment with the base surface 110, the bottom surface of the structural support arrangement 103 being coplanar with the base surface 110. in Figure 9 the angle 50 between the base side framing member and the hypotenuse framing member is 35° and the dimensions 51, 52 and 53 are 2457 mm, 5300 mm and 5615 mm respectively, given as non—limiting examples only.
The mono pitch roofing module 104 has roofing materials, in particular, slates 170 are shown in Figures 8 to 11. The modular roofing component 101 also has a ridge cap 171 which extends over the pair of mono pitch roofing modules 104. The cap 171 is fitted to the mono pitch roofing modules 104 at the uppermost point of the hypotenuse framing members.
The cap 171 is an elongate cap. in use, the cap 171 is on the exterior surface of the modular roofing component 101 and on the uppermost point. The cap 171 extends substantially parallel to the structural support arrangement 103. The space on the underside of the cap 171 is filled with expandable insulative foam 172. The mono pitch roofing module 104 in the embodiment shown in Figures 8 and 10 further has fascia board 175 fitted on the inclined rafter surface overhang 108. A gap 176 is formed between the mono pitch roofing modules which is filled with further fire proof material. In addition, a ceiling ledger 177 is used to provide support to the mono pitch roofing modules 104.
L») U: The ridge cap 171 is prefabricated. The ridge cap 171 is installed onsite subsequent to the assembly of the roofing module 110 with the two mono pitch roofing modules 104.
The ridge cap 171 has an elongate structural anchor member 178. The anchor member 178 is for anchoring the ridge cap 171 in the gap 176 between the apex of the two adjacent mono pitch roofing modules 104. The anchor member 178 has a cross bar 179 and batten 221 for stabilising the one or more ridge tiles 222. The ridge cap 171 has a sealing arrangement 172 formed for sealing a gap between the ridge cap 171 and the adjacent roof structure. The ridge cap 171 has sealing arrangement 172 formed for sealing a gap between the ridge tile 222 and the adjacent roof tile 170. The sealing arrangement 172 is an expanding foam, preferably pre-fitted. Advantageously, the foam can be expanded during the installation process.
The mutually opposing upper ends of the mono pitch trusses 102 carry an upstanding board 224 protruding above the top of the roofing module 104. The upstanding board member 224 carries the roofing underlay 225 defining an additional barrier for driven rain.
The expanding foam expands into the gap between at least one ridge tile 222, at least one roof tile 170, the upstanding board 224 and the cross bar 179.
The ridge cap 171 has installation guide assembly 231 to 233. The installation guide assembly 231 to 233 has an arrangement 234 means for holding guide ropes 231 at or about each end of the ridge cap 171. The installation guide assembly 231 to 233 has at least one elongate installation guide member 232 protruding downwardly from the ridge cap 171.
Advantageously, the installers of the ridge cap 171 operating the guide ropes 231 from the ground have no visibility of the gap between the two adjacent mono pitch roofing modules 104 and so an elongate guide member 232 projecting downwardly below the ridge cap 171 allows an operator to align the ridge cap 171 with the gap 176 using an elongate installation guide member 232. The installation guide member 232 is narrower in width than the leading part of the anchor member 178. Advantageously, it is easier to insert a narrow guide member 232 into the gap 176 than the entire anchor member 178. The installation guide assembly 231 to 233 having a second elongate installation guide member 233 spaced apart from the first elongate installation guide member 232. One of the elongate installation guide members 233 is shorter than the other 232. Advantageously, this allows one operator to insert their guide member 232 first by manoeuvring their guide rope 231 as the ridge cap 171 is lowered down and once this first guide member 232 is in place, this first elongate installation guide member 232 can be used to assist the second operator to insert their shorter elongate installation guide member 233 as they will have a reduced degree of positional adjustment based on the first elongate installation guide member 232 being already located in the gap 176.
The ridge cap 171 having lifting arrangements 241 for coupling lifting gear such as ropes and/or chains 242 to the ridge cap 171. The lifting arrangements 241 of the ridge cap 171 are detachable from inside the roof. The iifting arrangement 241 having a threaded eye 243 and a bolt 244 threaded into the threaded eye 243 via the anchor member 178, the threaded bolt 244 being accessible from inside. Advantageously, an operator can unthread the bolt 244 out of the eye 243 from inside, avoiding workers on the roof. ln order to assemble the roofing module 4, a manufacturing method involves an operator or a machine aligning a plurality of mono pitch roof trusses 2 in a spaced apart configuration in a jig/tool and joining the roof trusses 2 together with the structural support arrangement 3 for forming a mono pitch roofing module 4. Where we say that the method could be carried out by an operative or a machine, it could also be a combination of both. It will of course be appreciated that the machine may be operating under a control system such as computer or pic or some similar electronic control arrangement allowing automation of the process such as selecting, aligning, mechanical coupling of the components. The method comprises prefabricating the mono pitch roofing module 4 in a factory. Advantageously, the prefabricated roofing module 4 reduces labour on site as well as the risk of poor workmanship and allows control over all technical aspects of the roofing module via inspection during manufacture and priorto dispatch from the factory. It also reduces the health and safety risks of installing individual roof trusses at elevated heights on site and reduces the install time and down time due to inclement weather conditions. It also allows mechanical lifting of the entire roofing module 4 directly onto the roof in a single operation without requiring workmen installing trusses at height.
During assembly, the method comprises an operator/machine placing the mono pitched trusses spaced apart a distance in a range of 18 inches apart in alignment and mechanically coupling them together by structural support arrangement 3 for forming a mono pitched roofing module 4. The method comprises the operator/machine placing the mono pitched trusses 2 spaced apart in vertical and horizontal alignment. This creates the triangular prism shape for the roofing module 4. In use, an operative/machine extends the structural support arrangement 3 transverse the upright side framing members 7 of the aligned mono pitch trusses 2 between the end faces 14 of the mono pitch roofing module 4 and most preferably between the gable ends of the building. The operative/machine mechanically couples the structural support arrangement 3 to each of the upright side framing members 7 of the aligned mono pitch trusses 2 by a mechanical coupling joint. This will be done by nailing gusset plates to the joint between the trusses and the structural support arrangement 3. The operative/machine extends the structural support arrangement 3 along the entire length of the upright surface 10 of the mono pitched roofing module 4 between the end faces 14 of the roofing module 4 and most preferably between the gable l\) U: ends of the building. The operative/machine extends the structural support arrangement 3 along a part only of the height of the upright surface 10 of the mono pitch roofing module 4.
Where a modular roofing component 1 with a pair of mutually opposing mono pitch roofing modules 4 is being formed for abutting together at a location across the span of the roof at or about their upright surfaces 10 and their structural support arrangement 3, the operative/machine extends the structural support arrangement 3 of one roofing module 4 along a part of the height of the upright surface 10 of that mono pitch roofing module which part does not overlap with the part of the height of the upright surface 10 of the other roofing module 4 carrying its structural support arrangements. in the embodiment shown in Figures 1 to 5, the structural support arrangement 3 of one roofing module 4 has been extended along a lower half of the height of the upright surface 10 of that mono pitch roofing module 4 and the structural support arrangement 3 of the other roofing module extends along an upper half of the height of the upright surface 10 of that mono pitch roofing module 4, which parts do not overlap. Advantageously, this allows the structural support arrangement 3 of one roofing module 4 to rest against the upright surface 10 of the other roofing module 4. This allows the two roofing modules 4 to abut together so that any forces acting through the roofing modules 4 due to their own weight, snow or wind load are distributed uniformly across the planar surfaces of the structural support arrangements 3.
During installation, an installer provides the building for receiving the mono pitched roofing module 4 with an arrangement in the form of a ceiling ledger for supporting and locating the mono pitched roofing module 4.
Specific to the embodiment shown in Figures 6 to 11 the method involves extending a lifting assembly 191 transverse inclined rafter-surface overhang 108 of the aligned mono pitch trusses 102. When fitted, the lifting assembly 191 transverses the inclined rafter-surface overhang 108 of the aligned mono pitch trusses 102 between and beyond the end faces of the mono pitch roofing module 104. The method further involves mechanically coupling the lifting assembly 191 to the inclined rafter—surface overhang 108 by a mechanical coupling joint. The method involves extending the lifting assembly 191 along the length of the inclined rafter-overhang surface 108 of the mono pitched roofing module 104 and along a part of the height of the upright surface of the mono pitch roofing module 104.
The mono pitch roof module 104 is installed by a method involving the step of raising and positioning a mono pitch roofing module 104 onto a building. The method involves fitting ceiling ledgers 177 to the building prior to raising and lowering the mono pitch roofing module. A hoist arrangement 180 is attached to the structural support arrangement 103 and the lifting assembly 191 . The hoist arrangement 180 is positioned at or close to each edge of the structural support arrangement 103 and the lifting assembly 191 as shown in Figure 8.
The hoist arrangement 180 is attached to the lifting assembly 191 where the lifting assembly 191 extends beyond the inclined rafter-surface overhang 108. The hoist arrangement 180 has a series of chains.
Once the hoist arrangement 180 is attached the mono pitch roofing module 104 is raised and set onto a building as shown in Figure 9, engaging the ceiling ledger 117 in the process. Once positioned the mono pitch roofing module 104 is fixed to the building using bolts (not shown). Then a second mono pitch roofing module 104 is raised and lowered onto the building in the same procedure as the first to form an installed modular roofing component 101.; then a cap 171 is fitted using installation guide members long member first followed by short member using guide ropes and hoisting gear. in relation to the detailed description of the different embodiments of the invention, it will be understood that one or more technical features of one embodiment can be used in combination with one or more technical features of any other embodiment where the transferred use of the one or more technical features would be immediately apparent to a person of ordinary skill in the art to carry out a similar function in a similar way on the other embodiment. in the preceding discussion of the invention, unless stated to the contrary, the disclosure of alternative values for the upper or lower limit of the permitted range of a parameter, coupled with an indication that one of the said values is more highly preferred than the other, is to be construed as an implied statement that each intermediate value of said parameter, lying between the more preferred and the less preferred of said alternatives, is itself preferred to said less preferred value and also to each value lying between said less preferred value and said intermediate value.
The features disclosed in the foregoing description or the following drawings, expressed in their specific forms or in terms of a means for performing a disclosed function, or a method or a process of attaining the disclosed result, as appropriate, may separately, or in any combination of such features be utilised for realising the invention in diverse forms thereof as defined in the appended claims.
Claims (25)
1. . A mono pitched roofing module for a building comprising a plurality of mono pitched trusses held in a spaced apart configuration by a structural support means.
2. . A mono pitched roofing module as claimed in claim 1, wherein the mono pitched roofing module is prefabricated in a factory environment.
3. . A mono pitched roofing module as claimed in claim 1 or claim 2, wherein the mono pitched trusses are held spaced apart in alignment by the structural support means for forming a triangular prism mono pitched roofing module.
4. . A mono pitched roofing module as claimed in any one of the preceding claims, wherein the mono pitched trusses are held spaced apart a distance in a range of 12 to 48 inches in alignment by the structural support means for forming a triangular prism mono pitched roofing module.
5. . A mono pitched roofing module as claimed in any one of the preceding claims, wherein the mono pitched trusses are held spaced apart in vertical and horizontal alignment by the structural support means for forming a triangular prism mono pitched roofing module.
6. . A mono pitched roofing module as claimed in any one of the preceding claims, wherein the mono pitched trusses are right angle trusses.
7. . A mono pitched roofing module as claimed in any one of the preceding claims, wherein the mono pitch truss comprises a base side framing member, an upright side framing member and an inclined rafter, the inclined rafter extends beyond the base side framing member creating an inclined-rafter overhang.
8. . A mono pitched roofing module as claimed in any one of the preceding claims, wherein the mono pitched roofing module comprises an inclined rafter surface, a base surface and an upright surface, the inclined rafter surface extends beyond the base surface creating an inclined rafter-surface overhang.
9. . A mono pitched roofing module as claimed in claim 7, wherein the structural support means extends transverse the upright side framing members of the aligned mono pitch trusses between the end faces of the mono pitch roofing module, the structural support means being mechanically coupled to at least one or each of the upright side framing members of the aligned mono pitch trusses by a mechanical coupling joint.
10. . A mono pitched roofing module as claimed in any one of the preceding claims, L») U: wherein the mono pitched roofing module comprises a structural support means attaching means coextending along the structural support means.
11. . A mono pitched roofing module as claimed in claim 10 when dependent on claim 7, wherein the structural support means attaching means comprises a protruding U: b) U:
12.
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14.
15.
16.
17.
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20.
21. 26 support shoulder for supporting the mono pitched trusses on the structural support means, the protruding support shoulder comprises a transverse shoulder member protruding preferably orthogonally from the upright side framing members for mounting the mono pitched trusses on the structural support means, the transverse shoulder member is held in place by bracing stanchions protruding preferably orthogonally from two or more or each of the upright side framing members of the mono pitched trusses above the transverse shoulder member. A mono pitched roofing module as claimed in claim 10, wherein the structural support means and the structural support means attaching means of mutually opposing mono pitch roofing modules are formed for abutting engagement in the installed position. A mono pitched roofing module as claimed in any one of the preceding claims, wherein the structural support means comprising non-combustible materials. A mono pitched roofing module as claimed in any one of the preceding claims, wherein the structural support means comprising a C~shaped steel beam. A mono pitched roofing module as claimed in any one of the preceding claims, wherein the structural support means operable to receive ropes, chains or pulleys, or other means for hoisting the mono pitched roofing module. A mono pitched roofing module as claimed in any one of the preceding claims, wherein the mono pitched roofing module comprises a lifting assembly. A mono pitched roofing module as claimed in claim 16 when dependent on claim 7, wherein the lifting assembly is disposed proximal the inclined rafter overhang during installation. A mono pitched roofing module as claimed in claim 17, wherein the mono pitched roofing module comprises a lifting assembly attaching means located between the lifting assembly and the inclined rafter overhangs, the lifting assembly attaching means comprises a cross member extending transverse the free ends of the inclined rafters and being mechanically coupled to a plurality or each of the inclined rafters on the underside thereof, the cross member defining a planar surface for engaging the lifting assembly. A mono pitched roofing module as claimed in claim 16 when dependent on claim 7, wherein the lifting assembly extends transverse the inclined rafter overhangs of the aligned mono pitch trusses during installation. A mono pitched roofing module as claimed in claim 16, wherein one or both ends of the lifting assembly extends beyond the length of the roofing module, the ends of the lifting assembly have means for engaging lifting/hoisting gear. A mono pitched roofing module as claimed in claim 18, wherein the lifting assembly comprising an l—shaped steel beam, the lifting assembly comprising a detachable 20
22.
23.
24.
25. 27 cross member providing a planar surface formed for engaging the cross member of the lifting assembly attaching means, the detachable cross member is mechanically coupled to the beam, most preferably along the top of the beam. A mono pitched roofing module as claimed in any one of the preceding claims, wherein the mono pitched roofing module comprises fire-proofing means, the fire- proofing means comprises a fire-resistant board or sheet, the fire—resistant board or sheet is attached to one or more of the mono pitched trusses disposed above a party wall in use. A mono pitched roofing module as claimed in claim 22, wherein each fire-resistant board extends down from the at least one truss along the inside of the party wall on each side of the party wall, the fire resistant material extends between the inclined surface of the at least one truss disposed above the party wall and roofing material, the fire—proofing means comprises a fire sock disposed on the structural support means, the fire sock is disposed on the structural support means spanning across the party wall. A mono pitched roofing module as claimed in any preceding claim, wherein the modular roofing component comprising a prefabricated ridge cap, the ridge cap extends between the pair of mono pitch roofing modules, the ridge cap comprising an elongate structural anchor member for anchoring the ridge cap in the gap between the apex of the two adjacent mono pitch roofing modules, the anchor member has a cross bar and/or batten for stabilising the one or more ridge tiles, the ridge cap has sealing means formed for sealing a gap between the ridge cap and the adjacent roof structure. A mono pitched roofing module as claimed in any preceding claim, wherein the mutually opposing upper ends of the mono pitch trusses carry an upstanding board protruding above the top of the roofing module, the upstanding board member carries the roofing underlay defining an additional barrier for driven rain.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GBGB1717057.2A GB201717057D0 (en) | 2017-10-17 | 2017-10-17 | A modular roofing component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| IE20180454A1 true IE20180454A1 (en) | 2019-08-07 |
Family
ID=60419281
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| IE20180454A IE20180454A1 (en) | 2017-10-17 | 2018-10-18 | A modular roofing component |
Country Status (2)
| Country | Link |
|---|---|
| GB (2) | GB201717057D0 (en) |
| IE (1) | IE20180454A1 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3791082A (en) * | 1972-08-07 | 1974-02-12 | Hearin Forest Ind | Ridge roof beam |
| JP2953700B2 (en) * | 1988-12-23 | 1999-09-27 | 積水化学工業株式会社 | Building roof structure |
| CN206495388U (en) * | 2017-02-21 | 2017-09-15 | 徐州帝威伦新型建材有限公司 | Triangular truss roof structure |
-
2017
- 2017-10-17 GB GBGB1717057.2A patent/GB201717057D0/en not_active Ceased
-
2018
- 2018-10-17 GB GB1816937.5A patent/GB2569224A/en not_active Withdrawn
- 2018-10-18 IE IE20180454A patent/IE20180454A1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| GB201717057D0 (en) | 2017-11-29 |
| GB201816937D0 (en) | 2018-11-28 |
| GB2569224A (en) | 2019-06-12 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MM9A | Patent lapsed through non-payment of renewal fee |