Classifications

• • E—FIXED CONSTRUCTIONS
  • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
  • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
  • E01D15/00—Movable or portable bridges; Floating bridges
  • E01D15/12—Portable or sectional bridges
  • E01D15/133—Portable or sectional bridges built-up from readily separable standardised sections or elements, e.g. Bailey bridges
• • E—FIXED CONSTRUCTIONS
  • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
  • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
  • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
  • E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
• • E—FIXED CONSTRUCTIONS
  • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
  • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
  • E01D2101/00—Material constitution of bridges
  • E01D2101/40—Plastics

Definitions

• the present invention relates to a modular bridge, in particular a modular bridge composed of fibre-reinforced plastic material.
• bridges manufactured from steel typically require re-painting every 18 years or so in order to maintain not only their visual appearance, but also their corrosion protection and thus their design life.
• Concrete bridges, whilst low cost, require very substantial foundations and heavy lifting equipment.
• Fibre-reinforced plastic (hereinafter FRP) materials are now increasingly viewed as being more sustainable materials for the manufacture of structural bridges as compared to both steel and concrete, i.e. the higher embodied energy of reinforced concrete, especially when viewed as an installed item from cradle to grave.
• Steel bridges are typically constructed from elongate spars composed of steel. Correspondingly, it is loiown to produce FRP bridges which are structurally similar to steel in that the bridges are manufactured from elongate spars of pultruded FRP materials.
• pultruded FRP materials are structurally inefficient, with a large number of joints, and moulded components tending to reduce the mechanical and structural durability of the bridge and increase its weight.
• FRP bridges have poor aesthetic appearance, being an assembly constructed from a combination of linearly pultruded elements, and can suffer from a poor quality of finish and weatherability.
• the present invention aims to overcome these problems of such known bridges, and in particular such known FRP bridges.
• the present invention provides modular bridge composed of a plurality of modules of fibre-reinforced plastic material, a first side box module comprising upper and lower longitudinally extending elongate first mouldings of fibre-reinforced plastic material joined along longitudinally extending joints to form therebetween a longitudinally extending hollow side cavity, the first module having longitudinally extending upper and lower first fitting surfaces; and a second side box module comprising upper and lower longitudinally extending elongate second mouldings of fibre-reinforced plastic material joined along longitudinally extending joints to form therebetween a longitudinally extending hollow side cavity, the second module having longitudinally extending upper and lower second fitting surfaces.
• the present invention also provides a kit of parts for a modular bridge according to the invention, the kit comprising a pair of preassembled side modules each having longitudinally extending upper and lower fitting surfaces, and optionally further comprising a preassembled centre section module having upper and lower fitting edges for respectively fitting to the upper and lower fitting surfaces.
• the present invention further provides a method of assembling a bridge, the method comprising providing a kit of parts according to the present invention, and fitting together the respective upper and lower fitting surfaces of the pair of side modules, or optionally fitting the upper and lower fitting edges on each side of the centre section to the upper and lower fitting surfaces of each of a respective one of the side modules
• the present invention is at least partly predicated on the technical aspect that moulded or monocoque FRP bridges are structurally more efficient than those manufactured from pultruded FRP materials. This is primarily for two reasons: there are fewer joints in a bridge composed of moulded components as compared to a bridge compose of pultruded spars; and also such moulded components have been demonstrated to be more durable than pultruded elements.
• the freedom of form offered by moulding, providing improved structural and aesthetic designs, is unmatched by assemblies constructed from a combination of linearly pultruded elements.
• the nature of the moulding process allows the incorporation of in mould finishes, such as surface films and gel coats, and these can provide an improved quality of finish and weatherability.
• the modular FRP bridges used in accordance with the preferred embodiments of the present invention may be used indoors or out of doors and be of open, partly enclosed, or completely enclosed structures.
• Such modular FRP bridges are suitable for use over roads, railways, pedestrian and equestrian paths, rivers, waterways, dykes, canals or within shopping malls, stations, ports, sports, theme parks or other entertainment complexes.
• the modular design allows for bridges of different widths and spans to be manufactured using common tooling and moulds.
• narrow bridges for pedestrians, wider bridges for pedestrians/equestrian/cyclists and even wider for vehicles of any type can be manufactured using the same modules, which constitute building blocks for assembly together, in the factory or on-site, to form a unitary moulded bridge structure.
• the moulded structural components are pre-engineered and tooling can be made that can be employed for making common components.
• the first and second side box modules may each include a major portion which is a mirror image in cross section of a corresponding major portion of the other module.
• the first and second side box modules may each include a major portion which is substantially identical in cross section to a corresponding major portion of the other module.
• a minor portion may be different, and comprise a joining portion for joining the box module to another module.
• the upper moulding is common for each side box module of the bridge and correspondingly the lower moulding is common for each side box module of the bridge. In other words, in an embodiment only two moulds are required to mould the sides of the bridge, and when no centre section is required, those moulds can mould the entire bridge span structure.
• the designer merely needs to specify the length of the required span.
• one or more centre sections may be required.
• the planar deck and planar underside may be assembled and bonded together using plural longitudinal webs therebetween, and optionally pre-made tooling may be used to mould the deck and underside if they have non-planar shape.
• pre-fabricated mouldings commonly employed in plural bridge designs significantly reduces the cost and complexity of FRP bridge manufacture, and can reduce the lead time from customer order to fabrication to even below 12 weeks.
• Figure 1 schematically illustrates a perspective cross-sectional view of a modular bridge construction in accordance with a first embodiment of the present invention
• Figure 2 schematically illustrates a transverse end view of the modular bridge construction of Figure 1 ;
• Figure 3 schematically illustrates a transverse end view of a modular bridge construction in accordance with a second embodiment of the present invention
• Figure 4 schematically illustrates an exploded transverse end view of upper and lower moulding components of a first side box moulding of the modular bridge construction of Figure 1 or Figure 3;
• Figure 5 schematically illustrates an exploded transverse end view of upper and lower moulding components of a second side box moulding of the modular bridge construction of Figure 1 or Figure 3;
• Figure 6 schematically illustrates an enlarged transverse end view of a joint between the side box sections of the modular bridge construction of Figure 3 ;
• Figure 7 schematically illustrates a parapet structure for mounting on the modular bridge construction of Figure 1 or Figure 3.
• a modular bridge designated generally as 2, comprises a pair of first and second side box modules 4, 6 and at least one centre section module 8 therebetween.
• Each module 4, 6, 8 is composed of fibre-reinforced plastic material.
• Each side box module 4, 6 comprises upper and lower longitudinally extending elongate mouldings 10a, 10b and 12a, 12b of fibre-reinforced plastic material.
• the upper and lower mouldings 10a, b and 12a, b are joined along longitudinally extending outer joggle joints 14a, b and inner lap joints 16a, b to form therebetween a longitudinally extending hollow side cavity 18a, b.
• the outer joggle joint 14a, b extends longitudinally along an outer longitudinal surface 20a, b of the respective side box module 4, 6.
• the inner lap joint 16a, b extends longitudinally along a lower inner edge 22a, b of the respective side box module 4, 6.
• Each joggle joint 14a, b and lap joint 16a, b comprises an overlap, typically an adhesively-bonded or bolted overlap, between edge surfaces of the upper and lower mouldings 10a, b and 12a, b.
• the joggle joints 14a, b, and lap joints 16a, b between the upper and lower mouldings 10a, b, and 12a, b are visually inspectable from within the side cavities 18a, b.
• the first and second side box modules 4, 6 can have an identical or substantially identical symmetrical structure
• the first and second side box modules 4, 6 may each include a major portion which is a mirror image in cross section of a corresponding major portion of the other module 4, 6.
• the first and second side box modules 4, 6 may each include a major portion which is substantially identical in cross section to a corresponding major portion of the other module 4, 6.
• a minor portion may be different, and comprise a joining portion for joining the box module to another module.
• the first and second side box modules 4, 6 may be substantially identical, one being a mirror image of the other when assembled in the bridge 2.
• the first and second side box modules 4, 6 differ only in the moulding geometry at the interface, as shown in greater detail in Figures 4 and 5 which are in exploded form.
• Figure 4 shows the structure of the upper and lower mouldings 10a, 12a for the side box moulding 4 and when the bridge 2 has a centre section module 8 ( Figures 1 and 2) the side box mouldings 4, 6 may be substantially identical.
• Figure 5 shows the structure of the upper and lower mouldings 10b, 12b for the side box moulding 6 when the bridge 2 has no centre section module 8 and the side box modules 4, 6 are connected together directly (Figure 3).
• the upper mouldings 10a, 10b of the first and second side box modules 4, 6 have a substantially identical cross-section apart from the moulding geometry at the interface.
• the lower mouldings 12a, 12b of the first and second side box modules 4, 6 have a substantially identical cross-section apart from the moulding geometry at the interface.
• the assembly of upper and lower mouldings 10a, 12a and the assembly of upper and lower mouldings 10b, 12b have a substantially identical cross-section in a mirror image thereof.
• the upper mouldings 10a, 10b each have an integral wall construction comprising a vertical outer wall 1 10a, 1 10b, an upper horizontal wall 1 1 1a, 1 1 lb, an inwardly directed inclined wall 112a, 1 12b, a lower horizontal wall 1 13a, 1 13b, and a vertical inner wall 1 14a, 1 14b.
• the vertical inner wall 1 14b is a shortened lap joint wall 1 14b for fitting to vertical inner wall 114a.
• Upper moulding 10a additionally has at the lower end of vertical inner wall 114a a horizontal shortened lap joint wall 1 15a for fitting to the lower moulding 12a.
• the lower mouldings 12a, 12b are substantially reshaped, having vertical walls 120a, 120b and horizontal walls 121a, 121b integrally connected by an outwardly directed inclined wall 122a, 122b.
• the free ends 130, 132 of the horizontal walls 121a, 121b form a joggle joint.
• the free ends 134a, b 136a, b of the vertical walls 1 10a, b, 112a, b form joggle joints.
• the side box modules 4, 6 define a lower portion 90a, b which has an upper surface 92a, b which forms a deck or a deck support.
• the side box modules 4, 6 also each define an upper portion 94a, b which forms a respective opposed kerb 96a, b for the bridge 2.
• the kerbs 96a, b include the inwardly directed inclined walls 1 12a, 1 12b which are angled to deflect the wheels of a vehicle back towards the centre of the bridge in the event of an inadvertent impact therebetween.
• the lower portion 90a, b and upper portion 94a, b of each side box module 4, 6 is connected by a connection portion 98a, b,
• the hollow side cavity 18a, b is shaped so that at least an internal lower surface 24a, b of the hollow side cavity 18a, b of the side box modules 4, 6 is continuous along the length of the side box modules 4, 6.
• each of the hollow side cavities 18a, b of the first and second side box modules 4, 6 has no transversely extending web extending across the respective cavity.
• each of the hollow side cavities 18a, b of the first and second side box modules 4, 6 has a minimum internal transverse dimension of 700 mm.
• the internal cavity defines a volume which encloses a cylindrical space having a diameter of at least 700 mm, as indicated by circle s in Figure 2. This is sufficiently large to permit access to the cavity 18a, b along the entire length of the span of the bridge, either by a human or by a mechanical device which can be driven remotely along internal lower surface 24a, b.
• each side box module 4, 6 at least one access opening 26 may be provided for the respective hollow side cavity 18a, b, the access opening 26 being formed in at least one of the respective upper and lower mouldings 10, 12 or an end of the respective side box module 4, 6.
• the access opening 26 is dimensioned to permit human access into the respective side cavity 18, and the side cavity 18 is dimensioned to permit human access therealong.
• the side box module 4, 6 has longitudinally extending upper and lower first fitting surfaces 28a, b and 29a, b. As explained further below, the fitting surfaces 28, 29 are located to permit adjacent side modules 4, 6 selectively to be fitted together, by fitting together of the opposed upper fitting surfaces 28 and the opposed lower fitting surfaces 29, or to be fitted to opposed longitudinal edges of a centre part of the bridge disposed therebetween, by fitting the upper and lower fitting surfaces 28, 29 to a respective longitudinal edge of the centre part.
• the modular bridge 2 may simply comprise a pair of the side modules 4, 6, each side module 4, 6 extending along the entire span of the bridge 2.
• the modular bridge 2 further comprises at least one centre section module8, which may also extend along the entire span of the bridge 2.
• the centre section module 8 is fitted between the first and second box mouldings 4, 6.
• the centre section module 8 comprises an upper deck element 32 and a lower underside element 34, both comprising longitudinally extending elongate mouldings of fibre-reinforced plastic material.
• the deck element 32 has respective opposed longitudinally extending upper fitting edges 36, 38 of the centre section module 8.
• the underside element 34 has respective opposed longitudinally extending lower fitting edges 40, 42 of the centre section module 8.
• the side module 4 has an upper horizontal wall 62, connecting with a vertical wall 63 (both of the upper moulding 10a) which in turn connects with a lower horizontal wall 64 (of the lower moulding 12a), the latter being located inwardly adjacent to the lap joint 16a between the upper and lower mouldings 10a, 12a.
• the side module 6 has an upper horizontal wall 65, connecting with a vertical wall 66 (both of the upper moulding 10b) which is separated from a lower horizontal wall 67 (of the lower moulding 12b).
• the lower surface of the deck element 32 is bonded and/or bolted to the upper surface of the upper horizontal wall 62 and the upper surface of the upper horizontal wall 65 and the lower surface of the underside element 34 is bonded and/or bolted to the upper surface of the lower horizontal wall 64 and upper surface of the underside element 34 is bonded and/or bolted to the lower surface of lower horizontal wall 67.
• At least two parallel centre section modules 8 may be fitted together to form a composite central part of the bridge, the centre part being fitted between the first and second box mouldings 4, 6.
• the deck and underside elements 32, 34 are fitted together to form composite deck and underside elements.
• the opposed fitting edges of the composite deck element of the centre part are respectively joined to the first and second upper fitting surfaces 28a, b, and the opposed edges of the composite underside element of the centre part are respectively joined to the first and second lower fitting surfaces 29a, b.
• At least one longitudinally extending web 44 of fibre- reinforced plastic material is joined to opposed inner surfaces 46, 48 of the deck and underside elements 32, 34.
• the deck and underside elements 32, 34 define therebetween at least one longitudinally extending hollow central cavity 50 which is continuous along the length of the deck and underside elements 32, 34.
• the central cavity 50 has no transversely extending web extending into the cavity 50, and typically the cavity 50 has a minimum internal transverse dimension of 800 mm. This means that the internal cavity defines a volume which encloses a cylindrical space having a diameter of at least 800 mm as indicated by circle t in Figure 2.
• At least one access opening 52 (shown in phantom in a typical location) is provided for the cavity 50, the access opening 52 being formed in at least one of the deck and underside elements 32, 34 or an end of the respective centre section module 8 and being dimensioned to permit human access into the cavity 50, the cavity 50 being dimensioned to permit human access therealong, or access for mechanical device which can be driven remotely.
• the joints 54, 56, 58, 60 between the deck and underside elements 32, 34 and the side modules 4, 6 are visually inspectable from within the central cavity 50.
• the joints 68, 70 between the deck and underside elements 32, 34 and the at least one longitudinally extending web 62 are visually inspectable from within the central cavity 50.
• the modular bridge 2 may further comprise at least one longitudinally extending elongate kerb drain moulding 80 joined to upper moulding 10a.
• the kerb drain moulding 80 may be alternatively located in at least one of the deck elements 32 and a respective upper moulding 10 at a junction therebetween.
• a kerb drain moulding may also be provided in the bridge of Figure 3.
• the modular bridge 2 may further comprise at least one longitudinally extending elongate service duct or cable tray 82, 84, within at least one side cavity 18 and/or within the central cavity 50.
• These elements are also formed from fibre-reinforced composite material bonded or moulded to internal surfaces of the structural members such as the upper or lower side mouldings, and /or the deck or underside elements, or may be manufactured from metal or other suitable materials.
• the modular bridge 2 may further comprise a plurality of parapet stiffeners 90 joined to at least one upper moulding 10 and disposed in a mutually spaced configuration along the length thereof.
• at least one longitudinally extending elongate parapet assembly 92 may be fitted to the plurality of parapet stiffeners 90. This forms a parapet extending along the length of the bridge 2.
• the parapet stiffeners 90 provided within the side box modules 4, 6 are located sequentially at appropriate intervals along the length of the bridge. These provide structural support for the attachment of a range of alternative parapet assemblies 92.
• the parapets may be manufactured from a variety of alternative materials such as FRP, steel, stainless steel, timber, mesh, aluminium, etc.
• removable lifting points may be temporarily mounted to one or more of the parapet stiffeners 90 prior to installation of the bridge.
• the lifting points can be employed to lift the side box modules 4, 6 during transportation or during installation.
• the modules may be provided as a kit of parts for the modular bridge according to the various embodiments, the kit comprising a pair of preassembled side modules each having longitudinally extending upper and lower fitting surfaces, and optionally further comprising a preassembled centre section module having upper and lower fitting edges for respectively fitting to the upper and lower fitting surfaces.
• a preassembled centre section module having upper and lower fitting edges for respectively fitting to the upper and lower fitting surfaces.
• the kit of parts may be stored and transported in one or more conventional ISO containers into which the pre-assembled bridge has been disposed.
• the container may have any standard dimensions for a container in accordance with the ISO standard IS0668: 1995.
• the container may be ISO freight Container having dimensions of 20 feet long, 8 feet wide and 8.5 feet high, for example of Size Type 22GO, or having dimensions of 40 feet long, 8 feet wide and 8.5 feet high, for example of Size Type 42GO.
• each side box module 4, 6 is typically manufactured from only two components, the upper and lower modules 10, 12, these being used on both sides of the bridge as substantially mirror image and thus similar items. Apart from the interface structures, the major surfaces of the components of opposite sides of the bridge are moulded using common moulds.
• the centre section module 8 comprises the substantially planar, or alternatively cambered deck 32 and underside 34 mouldings, which are readily fabricated, together with optional longitudinal support/shear webs 44 joining the deck element 32 to the underside moulding 34.
• the primary structural components which make up the bridge namely the side box and centre section modules, and optionally some secondary components such as the kerb drain, cable tray and duct, are manufactured from FRP materials manufactured using only very few moulds. Typically only four moulds are required: one mould each for the components comprising the two opposing upper mouldings 10a, b and the two opposing lower mouldings 12a, b.
• the deck and underside elements 32, 34 are components which are typically completely or nearly flat and thus do not require moulds for their manufacture unless a greatly cambered deck is required.
• By adjustment of the moulds it is possible to produce the modular bridge with a longitudinally and/or transversely cambered geometry, possibly improving drainage and/or aesthetics in some locations. Bridges may also be produced which are either straight or curved in plan view.
• kerb drainage is provided for by the addition of a further kerb drain moulding 80.
• Each bridge may therefore be constructed from a common series of components.
• Service ducts 80 and cable trays 82 manufactured in different geometries and from a variety of alternative materials such as FRP, steel, stainless steel, aluminium, etc., may be incorporated within any of the spaces within the bridge structure, or mounted externally as appropriate.
• the modular bridge according to the embodiments of the present invention may be transported to the installation location either completely assembled with all major structural parts, for example the side box modules 4, 6 and where present the centre section module 8, already joined, or may be transported as separate modules to be joined at site prior to being installed onto foundations or supports.
• Each component may be manufactured using a resin selected from one or more of polyester, vinylester, epoxy or any other resin type reinforced by one or more type(s) of fibres including glass, aramid, carbon, a hybrid fibre or natural fibre such as flax.
• the manufacturing process for each component may be different and use any typical known FRP manufacturing process appropriate for the component and materials in question.
• components are either: laid up using a wet resin system combined with dry fabrics; pre-impregnated materials, RTM, RTML, infusion, UV curing materials, or partially impregnated prepreg material, such as commercially available under the trade mark SPRINT ® available in commerce from Gurit (UK) Limited.
• the fibre-reinforced plastic materials of the modules comprise a monolithic laminate, or a sandwich construction either comprising a central core between outer skin layers or with skin on only one side of the core.
• each component may comprise a monolithic FRP laminate or a sandwich comprising one or more skins bonded to a core which may be manufactured from timber, timber product, foam, honeycomb, linked skins, or other structurally appropriate material including any core composed from 3D woven fibres.
• the upper and lower mouldings 10, 12 may be joined together using adhesive or other joining means, resulting in a complete side box module 4, 6.
• the parapet stiffeners, cable ducts or service trays, and kerb mouldings where present, may be similarly joined to the side box module 4, 6.
• the deck and underside elements 32, 34, with any intermediate support webs 44 therebetween, may be joined using adhesive or other joining means, resulting in a complete centre section module 8.
• These modules 4, 6, 8 may then be pre-assembled in the factory or transported to site for final assembly there. That final assembly may also use using adhesive or other joining means.
• the deck 32 and underside 34 elements may be supplied as separate components for joining to the side box modules 4, 6 either in the factory or at site.
• the modules may be predrilled as appropriate to allow the use of bolts or other assembly aids to assure correct alignment of the various modules in relation to each other while any adhesive used during assembly cures.
• the required length may be achieved by joining two or more sections of the bridge together.
• the modular FRP bridge in accordance with preferred embodiments of the present invention would be structurally engineered and assembled so as to meet the well accepted standards for bridge construction and structural composite materials in the relevant country in which the bridge is assembled.
• the modular FRP bridge in accordance with preferred embodiments of the present invention has a very low weight as compared to steel or concrete bridges, and even as compared to bridges composed of pultmded FRP spars. This means that the bridge is easier to install, requires smaller lifting and handling equipment, and requires smaller and shallower foundations, reducing the extent of subterranean excavation.
• the light weight of the modular FRP bridge can mean that existing foundations and supports may be used without the need for upgrading their load carrying capacity.
• the modular bridge in accordance with preferred embodiments of the present invention would be pre-engineered in a variety of widths and spans. This provides the advantage that any lead time between order of the bridge and delivery would be reduced due to decreased design and engineering time. Also, the tooling and/or moulds for moulding the moulded modules may be pre-fabricated, again further reducing any lead time to achieve delivery. Such tooling and/or moulds may be made a standard shape and dimension for all bridge widths and spans, which can reduce design and manufacturing costs.
• the modular bridge in accordance with preferred embodiments of the present invention may be moulded to receive any commercially standard form of parapet arrangement, or a canopy, allowing the bridge to be of an open, partly open or fully enclosed design.
• Custom parapets may also be added where a particular visual intent or aspect of performance is required by the bridge.
• the structural design of the modular bridge in accordance with preferred embodiments of the present invention avoids transverse bulkheads and thus provides for easy access for internal inspection of the internal structure of the bridge, by maintenance personnel having the ability to crawl through the cavities extending the entire length of the side sections and any centre section of the bridge without the need to close the bridge to traffic.
• Such a structural design allows for complete inspection of each and every joint between components and thus ensures build quality, eases through life inspection, and increases user confidence in bridge condition and life. This may be compared, for example, to a known bridge design composed of pultruded FRP spars where joint inspection is virtually impossible either during construction or subsequently for periodic routine inspection and maintenance.
• transverse bulkheads are commonly essential to maintain the structural integrity of the bridge which prevents the provision of a continuous longitudinal cavity permitting uninhibited personnel or device access along the entire length of the bridge for internal maintenance and inspection.
• Such a structural construction with elongate through-cavities can provide that there are no blind bonds between FRP materials, i.e. each bond can be inspected from both sides thereof. This can increase FRP joint reliability, and eases through life inspections, correspondingly resulting in higher owner confidence.
• remotely operated mechanical equipment can be used for the inspection of the longitudinal structural joints as it is possible for such equipment to be placed into the various cavities allowing it to traverse the full length of the bridge inspecting joints on its way. Furthermore, ease of personnel access allows joint or other repair in situ with minimum difficulty should that be required.
• the modular bridge in accordance with preferred embodiments of the present invention may be transported completely assembled, or alternatively in prefabricated modules, which may be assembled on site, where dimensional limitations would make transport by the selected method expensive or difficult.
• the modular construction and light weight allows for increased packing density of the moulded components during transportation as compared to fully assembled structures.
• Single modules can form the entire span of the bridge, and fewer and larger modules demand less assembly at site, reducing risk and costs, and shortening assembly time.
• the modular bridge in accordance with preferred embodiments of the present invention may have a complete lack of structural bolting within the main bridge structure, which minimises maintenance throughout the lifetime of the bridge construction.
• bolts or other assembly aids may be employed to align and support the modules during assembly and joining, thereby improving assembly quality and reducing risk.
• Over-taping of any joint between FRP materials or the addition of localised FRP reinforcement to regions or structural elements requiring additional structural integrity or properties is easily achieved, if required, in accordance with known FRP assembly procedures.
• the FRP components may be monolithic, i.e. composed of FRP material, typically a multilayer ply, or alternatively comprise a sandwich construction, with a central core, for example of foam, between opposed outer skins of FRP laminar material.
• FRP material typically a multilayer ply
• a sandwich construction with a central core, for example of foam, between opposed outer skins of FRP laminar material.
• Such material structures may be selectively used for the manufacture of several of the components to lower both material and manufacturing labour costs, and also bridge weight.
• the moulded nature of the bridge provides the ability to add surface fire retardant resin and/or fire retardant surface films to the structural components to provide additional fire resistance to the bridge structure.
• bridges constructed of pultruded FRP spars would require a resin exhibiting fire, smoke and temperature (FST) resistance to be present throughout the pultruded FRP spars, which may add a significant cost penalty to the structural FRP material.
• FST fire, smoke and temperature

Landscapes

• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Bridges Or Land Bridges (AREA)

Applications Claiming Priority (2)

Publications (1)

Family

ID=42334773

Family Applications (1)

Country Status (3)

Families Citing this family (3)

Family Cites Families (6)

• 2010
  • 2010-05-14 GB GB1008074.5A patent/GB2476843B/en not_active Expired - Fee Related
• 2011
  • 2011-05-06 WO PCT/EP2011/057335 patent/WO2011141385A1/en active Application Filing
  • 2011-05-06 EP EP11719238A patent/EP2572042A1/de not_active Withdrawn

Non-Patent Citations (1)

Also Published As

Similar Documents

Legal Events