US20220049439A1 - System and method for making a deck of a bridge or other construction - Google Patents
System and method for making a deck of a bridge or other construction Download PDFInfo
- Publication number
- US20220049439A1 US20220049439A1 US17/413,832 US201917413832A US2022049439A1 US 20220049439 A1 US20220049439 A1 US 20220049439A1 US 201917413832 A US201917413832 A US 201917413832A US 2022049439 A1 US2022049439 A1 US 2022049439A1
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- Prior art keywords
- aluminum deck
- bridge
- canceled
- aluminum
- bearing structure
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
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- 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
- E01D2/02—Bridges characterised by the cross-section of their bearing spanning structure of the I-girder type
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- 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
- E01D2101/30—Metal
- E01D2101/34—Metal non-ferrous, e.g. aluminium
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
Definitions
- This disclosure relates generally to bridges and other constructions and, more particularly, to decks of bridges and other constructions.
- Bridges and other constructions comprise a deck on which vehicles and/or people can travel or otherwise be supported.
- a bridge's deck may allow vehicular traffic, pedestrian traffic, or both.
- the deck may be built from concrete (e.g., reinforced concrete), metal (e.g., steel), wood, and/or other materials, depending on the bridge's use.
- this disclosure relates to a bridge or other construction comprising a deck, in which the deck is designed to be lightweight and durable, such as by including aluminum, and readily installable on a main bearing structure of the bridge or other construction (e.g., without welding and/or without drilling or otherwise creating holes into the main bearing structure of the bridge or other construction), even if the main bearing structure of the bridge or other construction is based on different material (e.g., steel).
- a main bearing structure of the bridge or other construction e.g., without welding and/or without drilling or otherwise creating holes into the main bearing structure of the bridge or other construction
- this disclosure relates to a system for making a deck of a bridge.
- the system comprises: a plurality of aluminum deck members; and a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge such that the aluminum deck members are retained together weldlessly and the main bearing structure of the bridge is free of fastening holes to fasten the aluminum deck members to the main bearing structure of the bridge.
- this disclosure relates to a system for making a deck of a bridge.
- the system comprises: a plurality of aluminum deck members; and a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge such that the aluminum deck members and the main bearing structure of the bridge are free of fastening holes to fasten the aluminum deck members to the main bearing structure of the bridge.
- this disclosure relates to a system for making a deck of a bridge.
- the system comprising a plurality of aluminum deck members.
- Each aluminum deck member comprises: a body comprising an upper surface of the aluminum deck member; and a fastener-receiving channel integrally formed with the body of the aluminum deck member and configured to receive a fastener to fasten the aluminum deck member to a main bearing structure of the bridge.
- the fastener-receiving channel of the aluminum deck member is open at a bottom of the aluminum deck member to allow the fastener to extend from the fastener-receiving channel of the aluminum deck member towards the main bearing structure of the bridge.
- this disclosure relates to a system for making a deck of a bridge.
- the system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge; and an anti-sliding intermediary configured to be disposed between the aluminum deck members and the main bearing structure of the bridge to protect against sliding of the aluminum deck members relative to the main bearing structure of the bridge.
- this disclosure relates to a system for making a deck of a bridge.
- the system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge, the main bearing structure of the bridge including metal that is different from aluminum; and a dielectric intermediary configured to be disposed between the aluminum deck members and the metal of the main bearing structure of the bridge to dielectrically isolate the aluminum deck members from the metal of the main bearing structure of the bridge.
- this disclosure relates to a system for making a deck of a bridge.
- the system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge, the main bearing structure of the bridge including metal that is different from aluminum; and an anti-corrosion intermediary configured to protect against galvanic corrosion between the aluminum deck members and the metal of the main bearing structure of the bridge.
- this disclosure relates to a system for making a deck of a bridge.
- the system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge, the main bearing structure of the bridge including metal that is different from aluminum; and a dielectric anti-sliding intermediary configured to be disposed between the aluminum deck members and the metal of the main bearing structure of the bridge to dielectrically isolate the aluminum deck members from the metal of the main bearing structure of the bridge and protect against sliding of the aluminum deck members relative to the metal of the main bearing structure of the bridge.
- this disclosure relates to a system for making a deck of a bridge.
- the system comprises: a plurality of aluminum deck extrusions; a fastening assembly configured to fasten the aluminum deck extrusions to a steel beam of the bridge; and a coating applied onto at least one of (i) the aluminum deck extrusions and (ii) the fastening assembly.
- this disclosure relates to a system for making a deck of a construction.
- the system comprises: a plurality of aluminum deck members; and a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction such that the aluminum deck members are retained together weldlessly and the main bearing structure of the construction is free of fastening holes to fasten the aluminum deck members to the main bearing structure of the construction.
- this disclosure relates to a system for making a deck of a construction.
- the system comprises: a plurality of aluminum deck members; and a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction such that the aluminum deck members and the main bearing structure of the construction are free of fastening holes to fasten the aluminum deck members to the main bearing structure of the construction.
- this disclosure relates to a system for making a deck of a construction, the system comprising a plurality of aluminum deck members.
- Each aluminum deck member comprises: a body comprising an upper surface of the aluminum deck member; and a fastener-receiving channel integrally formed with the body of the aluminum deck member and configured to receive a fastener to fasten the aluminum deck member to a main bearing structure of the construction.
- the fastener-receiving channel of the aluminum deck member is open at a bottom of the aluminum deck member to allow the fastener to extend from the fastener-receiving channel of the aluminum deck member towards the main bearing structure of the construction.
- this disclosure relates to a system for making a deck of a construction.
- the system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction; and an anti-sliding intermediary configured to be disposed between the aluminum deck members and the main bearing structure of the construction to protect against sliding of the aluminum deck members relative to the main bearing structure of the construction.
- this disclosure relates to a system for making a deck of a construction.
- the system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction, the main bearing structure of the construction including metal that is different from aluminum; and a dielectric intermediary configured to be disposed between the aluminum deck members and the metal of the main bearing structure of the construction to dielectrically isolate the aluminum deck members from the metal of the main bearing structure of the construction.
- this disclosure relates to a system for making a deck of a construction.
- the system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction, the main bearing structure of the construction including metal that is different from aluminum; and an anti-corrosion intermediary configured to protect against galvanic corrosion between the aluminum deck members and the metal of the main bearing structure of the construction.
- this disclosure relates to a system for making a deck of a construction.
- the system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction, the main bearing structure of the construction including metal that is different from aluminum; and a dielectric anti-sliding intermediary configured to be disposed between the aluminum deck members and the metal of the main bearing structure of the construction to dielectrically isolate the aluminum deck members from the metal of the main bearing structure of the construction and protect against sliding of the aluminum deck members relative to the metal of the main bearing structure of the construction.
- this disclosure relates to a system for making a deck of a construction.
- the system comprises: a plurality of aluminum deck extrusions; a fastening assembly configured to fasten the aluminum deck extrusions to a steel beam of the construction; and a coating applied onto at least one of (i) the aluminum deck extrusions and (ii) the fastening assembly.
- FIG. 1 shows an embodiment of a bridge comprising a deck that comprises deck members and a fastening assembly
- FIG. 2 shows a side perspective of a deck member fastened to a main bearing structure of the bridge
- FIG. 3 shows an assembled view of respective ones of the deck members fastened to the main bearing structure of the bridge
- FIG. 4 shows a partially exploded view of the fastening assembly
- FIG. 5 shows an assembled view of the fastening assembly onto the main bearing structure of the bridge
- FIG. 6 shows a connector extruded integrally with the deck member
- FIG. 7 shows an assembled view of a connection between a fastener and the connector of deck member
- FIG. 8 shows interlocking portions of adjacent ones of the deck members
- FIG. 9 shows an assembled view of the deck fastened to the main bearing structure of the bridge
- FIG. 10 shows a representation of an embodiment of an intermediary, such as an anti-sliding and/or anti-corrosion (e.g., dielectric) intermediary, comprising a coating disposed between the deck members and the main bearing structure of the bridge;
- an intermediary such as an anti-sliding and/or anti-corrosion (e.g., dielectric) intermediary, comprising a coating disposed between the deck members and the main bearing structure of the bridge;
- FIG. 11 shows an example of possible application of the coating in some embodiments
- FIG. 12 shows another exploded view of one of the deck members, part of the fastening assembly and part of the main bearing structure of the bridge;
- FIG. 13 shows an example of selected locations where the coating is applied in some embodiments.
- FIG. 14 shows a variant of the intermediary in another embodiment.
- FIGS. 1 to 9 show an embodiment of a construction 10 comprising a deck 14 .
- the construction 10 is a bridge. More particularly, in this example, the bridge 10 is a vehicular bridge allowing vehicles to cross it.
- the bridge 10 comprises a main bearing structure 16 supporting the deck 14 .
- the bridge 10 also comprises guardrails 18 and curbs 20 , as shown in FIGS. 1 and 3 .
- the deck 14 is designed to be lightweight and durable, such as by including aluminum, and readily installable on the main bearing structure 16 of the bridge 10 (e.g., without welding and/or without drilling or otherwise creating holes into the main bearing structure 16 of the bridge 10 ), even if the main bearing structure 16 of the bridge 10 is based on different material (e.g., steel).
- the main bearing structure 16 of the bridge 10 comprises beams 22 that extend in a longitudinal direction of the bridge 10 .
- each beam 22 comprises an upper flange 24 and a lower flange 26 .
- the beams 22 are I-beams.
- the beams 22 are metallic, i.e., comprise metallic material 30 that constitutes at least most (i.e., most or all) of each beam 22 .
- the metallic material 30 of each beam 22 is steel.
- the deck 14 may be installed on the main bearing structure 16 of the bridge 10 when the bridge 10 is originally built. In other cases, the deck 14 may be installed on the main bearing structure 16 of the bridge 10 after the bridge 10 was originally built with an original deck that is removed and replaced by the deck 14 , i.e., the deck 14 may be retrofit onto the bridge 10 .
- the deck 14 comprises a plurality of deck members 40 and a fastening assembly 42 configured to fasten the deck members 40 to the main bearing structure 16 of the bridge 10 .
- the fastening assembly 42 is configured to fasten the deck members 40 to the beams 22 such that the deck members 40 extend transversally to the longitudinal direction of the bridge 10 .
- a longitudinal direction of each deck member 40 is thus transversal to the longitudinal direction of the bridge 10 .
- the fastening assembly 42 comprises: a plurality of fasteners 52 ; and a plurality of clamps 54 configured to clamp the aluminum deck extrusions 40 to the beams 22 of the main bearing structure 16 of the bridge 10 .
- the deck 14 is metallic, i.e., comprises metallic material 44 that constitutes at least most (i.e., most or all) of the deck 14 .
- the metallic material 44 of the deck 14 is different from the metallic material 30 of the beams 22 of the main bearing structure 16 of the bridge 10 .
- the metallic material 44 of the deck 14 is aluminum.
- the deck members 40 are aluminum deck members and parts of the fastening assembly 42 , notably the clamps 54 , are aluminum parts.
- the aluminum deck members 40 are aluminum deck extrusions. That is, they are made by an extrusion process.
- Each aluminum deck extrusion 40 comprises a body 46 comprising an upper surface 48 of the aluminum deck extrusion 40 .
- the aluminum deck extrusion 40 also comprises a connector 50 integrally formed with its body 46 and configured to connect the aluminum deck extrusions 40 to the beams 22 of the main bearing structure 16 of the bridge 10 .
- the body 46 and the connector 50 of the aluminum deck extrusion 40 are extruded integrally together during the extrusion process.
- the upper surface 48 of the aluminum deck extrusion 40 comprises a frictional texture 27 to increase friction with traffic on the aluminum deck extrusion 40 .
- the frictional texture 27 of the upper surface 48 comprises a plurality of formations 28 extending in the longitudinal direction of the aluminum deck extrusion 40 . More specifically, in this case, the formations 28 of the frictional texture 27 include ridges 29 .
- At least part of the upper surface 48 of each of the aluminum deck extrusions 40 may be anodized. Alternatively or additionally, in some embodiments, at least part of the upper surface 48 of each of the aluminum deck extrusions 40 may be painted and/or coated with an anti-slip coating 73 .
- the aluminum deck extrusion 40 comprises a base 23 configured to rest upon the main bearing structure 16 of the bridge 10 . More particularly, in this embodiment, the base 23 comprises a plurality of base portions 21 spaced from one another (as best shown in FIGS. 6 and 7 ) and extending in the longitudinal direction of the aluminum deck extrusion 40 .
- the aluminum deck extrusion 40 comprises a plurality of structural channels 13 spaced from one another and extending in the longitudinal direction of the aluminum deck extrusion 40 .
- each of the structural channels 13 comprises a plurality of web portions 19 which provide an increased stiffness and shear resistance of the bridge 10 , as shown in FIG. 8 .
- each of the aluminum deck extrusions 40 is configured to interlock with an adjacent one of the aluminum deck extrusions 40 .
- the interlocking portion 17 of the adjacent one of the aluminum deck extrusions 40 comprises an interlocking recess 11 in order to receive the interlocking projection 12 of the aluminum deck extrusion 40 .
- This interlocking portion 17 of each of the aluminum deck extrusions 40 may facilitate assembly and disassembly of the aluminum deck extrusions 40 and help to secure them together.
- the connector 50 comprises a plurality of connecting elements 51 spaced from one another in a widthwise direction of the aluminum deck extrusion 40 .
- a first one of the connecting elements 51 of the connector 50 is configured to receive a first subset of the fasteners 52 to fasten the aluminum deck extrusion 40 to the main bearing structure 16 of the bridge 10 .
- a second one of the connecting elements 51 of the connector 50 is configured to receive a second subset of the fasteners 52 to fasten the aluminum deck extrusion 40 to the main bearing structure 16 of the bridge 10 .
- each of the connecting elements 51 of the connector 50 comprises a fastener-receiving channel 15 extending in the longitudinal direction of the aluminum deck extrusion 40 and is configured to receive given ones of the fasteners 52 to fasten the aluminum deck extrusion 40 to the main bearing structure 16 of the bridge 10 .
- the fastener-receiving channel 15 comprises an opening 82 at a bottom of the aluminum deck extrusion 40 to allow the given ones of the fasteners 52 to extend from the fastener-receiving channel 15 towards the main bearing structure 16 of the bridge 10 .
- the fastening assembly 42 is configured to fasten the aluminum deck extrusions 40 to the main bearing structure 16 of the bridge 10 .
- the aluminum deck extrusions 40 are retained together weldlessly (i.e., without welding) and the main bearing structure 16 of the bridge 10 is free of fastening holes (i.e., has no fastening holes) to fasten the aluminum deck extrusions 40 to the main bearing structure 16 of the bridge 10 .
- the aluminum deck extrusions 40 and the main bearing structure 16 of the bridge 10 are free of fastening holes to fasten them to one another. This may enhance integrity of the deck 14 and facilitate its installation.
- the fastening assembly 42 comprises the clamps 54 to clamp the aluminum deck extrusions 40 to the main bearing structure 16 of the bridge 10 and the fasteners 52 to fasten the aluminum deck extrusions 40 to the main bearing structure 16 via the clamps 54 .
- washers 83 are provided to distribute loading of the fasteners 52
- nuts 84 are provided to retain respective ones of the fasteners 52 and the clamps 54 together with the washers 83
- lock nuts 85 are provided to resist loosening under vibration and torque before the aluminum deck extrusions 40 are fastened to the main bearing structure 16 .
- each fastener-receiving channel 15 of the aluminum deck extrusion 40 comprises a plurality of fastener-engaging portions 59 spaced from one another and configured to engage an enlarged portion of a given one of the fasteners 52 .
- each of the fastener-engaging portions 59 of the fastener-receiving channel 15 of the aluminum deck extrusion 40 tapers in the widthwise direction of the aluminum deck extrusion 40 .
- the enlarged portion of the given one of the fasteners 52 comprises an inclined surface 63
- each of the fastener-engaging portions 59 of the fastener-receiving channel 15 comprises an inclined surface 64 configured to engage the inclined surface 63 of the enlarged portion of the given one of the fasteners 52 . This may help to secure the aluminum deck extrusion 40 .
- the fasteners 52 are threaded fasteners. More particularly, in this embodiment, the fasteners 52 comprise bolts 53 . More specifically, in this case, the bolts are T-bolts.
- the fasteners 52 fit into the fastener-receiving channel 15 without need of a hole into the aluminum or steel allowing for a quick installation.
- the fasteners 52 may be made of stainless steel or any other suitable material.
- each of the clamps 54 comprises an opening 77 configured to receive a given one of the fasteners 52 .
- each one of the clamps 54 is stepped. More particularly, in this example, each one of the clamps 54 comprises at least three horizontal surfaces 78 located at different heights, as best shown in FIG. 4 .
- the clamp 54 is configured to engage a lateral end 95 of the flange 66 of the beam 22 and an underside 67 of the aluminum deck extrusion 40 .
- the upper flange 24 of the beam 22 comprises a first flanged portion 65 and a second flanged portion 66 that extend opposite one another.
- a given one of the clamps 54 is configured to engage an underside 75 of the first flanged portion 65 of the beam 22 and another one of the clamps 54 is configured to engage an underside 76 of the second flanged portion 66 of the beam 22 .
- each clamp 54 is configured to leave an open gap 88 between the aluminum deck extrusion 40 and that clamp 54 .
- the open gap 88 allows the clamp 54 to tilt in order to compensate for tolerances and variations of onsite alignment which provides facilitating means during installation.
- the tilt position of the clamp 54 is a factor in preventing the movement of the aluminum deck extrusion 40 relative to the beam 22 .
- the open gap 88 also contributes to reduce the weight of the fastening system 42 while saving on material cost.
- the underside 67 of the aluminum deck extrusion 40 comprises a frictional texture 68 to increase friction with given ones of the clamps 54 .
- the frictional texture 68 comprises a plurality of formations 69 extending in the longitudinal direction of the aluminum deck extrusion 40 .
- the formations 69 include ridges 89 .
- each of the clamps 54 comprises a frictional texture 70 to increase friction with the underside 67 of the aluminum deck extrusion 40 .
- the frictional texture 70 of each of the clamps 54 may comprise a plurality of formations 96 , which may comprise ridges 97 .
- an intermediary 60 is configured to be disposed between the aluminum deck extrusion 40 and the main bearing structure 16 of the bridge 10 .
- the intermediary 60 is an anti-sliding intermediary disposed between the aluminum deck extrusions 40 and the main bearing structure 16 of the bridge 10 to protect against sliding of the aluminum deck extrusions 40 relative to the beams 22 of the main bearing structure 16 of the bridge 10 . This may be useful to counter a potential tendency of the aluminum deck extrusions 40 to slide relative to the beams 22 that could otherwise exist as vehicles travel on the bridge 10 and apply loads onto the aluminum deck extrusions 40 .
- the intermediary 60 is an anti-corrosion intermediary configured to protect against galvanic corrosion between the aluminum deck extrusions 40 and the steel 30 of the beams 22 of the main bearing structure 16 of the bridge 10 . This may help to prevent or at least impede galvanic corrosion of the aluminum 44 of the deck 14 that would otherwise be in contact with the steel 30 of the beams 22 .
- the intermediary 60 is a dielectric intermediary disposed between the aluminum deck extrusions 40 and the steel 30 of the main bearing structure 16 of the bridge 10 to dielectrically isolate the aluminum deck extrusions 40 from the steel 30 of the beams 22 of the main bearing structure 16 of the bridge 10 .
- the dielectric anti-sliding intermediary 60 comprises a coating 62 applied onto at least one of (i) the aluminum deck extrusions 40 and (ii) the fastening assembly 42 . More particularly, in this embodiment, the coating 62 is applied onto the aluminum deck extrusions 40 and the fastening assembly 42 .
- the coating 62 is applied only onto a limited part 90 of a periphery 80 of a given one of the aluminum deck extrusions 40 such that at least part of the periphery 80 of the given one of the aluminum deck extrusions 40 is free of the coating 62 (i.e., is not coated by the coating 62 ). More particularly, in this example, the limited part 90 of the periphery 80 of the given one of the aluminum deck extrusions 40 on which the coating 62 is applied is configured to press towards the main bearing structure 16 of the bridge 10 .
- Another part 91 of the periphery 80 of the given one of the aluminum deck extrusions 40 that is opposite to the part 90 of the periphery 80 of the given one of the aluminum deck extrusions 40 is free of the coating 62 .
- at least a majority of the periphery 80 of the given one of the aluminum deck extrusions 40 is free of the coating 62 .
- the coating 62 is also applied onto the fastening assembly 42 .
- the coating 62 is applied onto the clamps 54 . More specifically, the coating 62 is applied only onto a limited part 93 of a periphery 92 of a given one of the clamps 54 such that at least part of the periphery 92 of the given one of the clamps 54 is free of the coating 62 .
- the limited part 93 of the periphery 92 of the given one of the clamps 54 onto which the coating 62 is applied is configured to press towards the main bearing structure 16 of the bridge 10 .
- Another part 94 of the periphery 92 of the given one of the clamps 54 that is opposite to the limited part 93 of the periphery 92 of the given one of the clamps 54 is free of the coating 62 .
- at least a majority of the periphery 92 of the given one of the clamps 54 is free of the coating 62 .
- frictional engagement of the coating 62 between the aluminum deck extrusions 40 , the clamps 54 , and the main bearing structure 16 of the bridge 10 may be greater than that which would exist if the aluminum deck extrusions 40 and the clamps 54 were directly contacting the main bearing structure 16 of the bridge 10 .
- a coefficient of friction between the coating 62 and at least one of the aluminum deck extrusions 40 , the clamps 54 , and the beams 22 of the main bearing structure 16 of the bridge 10 may be greater than a coefficient of friction between the metallic material 44 of the deck 14 , which is aluminum in this case, and the metallic material 30 of the beams 22 , which is steel in this case.
- the coefficient of friction between the coating 62 and at least one of the aluminum deck extrusions 40 , the clamps 54 , and the beams 22 of the main bearing structure 16 of the bridge 10 may be relatively high.
- the coefficient of friction between the coating 62 and at least one of the aluminum deck extrusions 40 , the clamps 54 , and the beams 22 of the main bearing structure 16 of the bridge 10 may be greater than that of a polymer (e.g., ultra-high-molecular-weight (UHMW) polyethylene or nylon) on steel.
- UHMW ultra-high-molecular-weight
- the coefficient of friction between the coating 62 and at least one of the aluminum deck extrusions 40 , the clamps 54 , and the beams 22 of the main bearing structure 16 of the bridge 10 may be at least 0.3, in some cases at least 0.4, in some cases at least 0.5, in some cases at least 0.6, and in some cases even more.
- the coating 62 may be implemented in any suitable way and using any suitable substance in various embodiments.
- the coating 62 comprises a matrix 86 and particles 87 dispersed in the matrix 86 .
- the matrix 86 is a polymeric matrix
- the particles 87 may include metallic elements.
- the matrix 86 is epoxy and the particles 87 are metal oxide particles.
- the metal oxide particles 87 are aluminum oxide particles.
- the particles 87 may be grit formed from slag.
- the matrix 86 may include any other suitable polymer or other material and/or the particles 87 may include any other suitable metal oxide or other material in other embodiments
- the coating 62 may comprise a lower layer 79 (e.g., primer) of the polymeric matrix 86 applied onto the aluminum deck extrusions 40 and the clamps 54 at selected locations, the aluminum oxide particles 87 dispersed onto the lower layer 79 of the polymeric matrix 86 , and an upper layer 81 of the polymeric matrix 86 applied onto the aluminum oxide particles 87 and the lower layer 79 of the polymeric matrix 86 so that the aluminum oxide particles 87 are sandwiched and encapsulated by the upper and lower layers 81 , 79 of the polymeric matrix 86 .
- a lower layer 79 e.g., primer
- the particles 87 may be provided such that a ratio of a quantity of the particles 87 over a surface area covered by the coating 62 is at least 0.9 kg/m 2 , in some cases at least 0.95 kg/m 2 , in some cases at least 1 kg/m 2 , and in some cases even more.
- the guardrails 18 and the curbs 20 also include aluminum.
- the deck 14 , the guardrails 18 and the curbs 20 therefore contribute to lightness.
- the bridge 10 including the deck 14 , may be implemented in any other suitable way in other embodiments.
- the aluminum deck extrusions 40 may be shaped in any other desired manner (e.g., have different sizes, different number or arrangement of channels, their connector 50 differently shaped, different number of connecting elements like those of the connector 50 , no connector that is integrally formed with its body 46 , etc.).
- the aluminum deck members 40 may be made by any suitable process other than extruding (e.g., casting).
- the fastening assembly 42 may be implemented in various other ways.
- the fasteners 52 and/or the clamps 54 may be shaped in various other manners, include various other materials, etc., and/or the fastening assembly 42 may include any other fastening devices (e.g., instead of or in addition to the clamps 54 ).
- the main bearing structure 16 of the bridge 10 may be implemented in various other ways.
- the beams 22 may be any other type of beam (e.g., have any other shape, number and/or arrangement of flanges, no flanges, etc.).
- one of the beams 22 may be different (e.g., differently shaped, composed of different material, etc.) than another one of the beams 22 , and/or there may be any other number of beams (e.g., a single beam or more than two beams).
- the intermediary 60 may comprise a plurality of intermediate members 61 that are thinner than the aluminum deck extrusions 40 in a thicknesswise direction of the aluminum deck extrusions 40 and are configured to be mounted between the aluminum deck extrusions 40 and the main bearing structure 16 of the bridge 10 .
- the intermediate members 61 may comprise at least one of composite material, metallic material, and concrete material.
- the deck 14 may be based on another metal that is not aluminum and that is different from the metal of the main bearing structure 16 of the bridge 10 .
- the bridge 10 is a vehicular one allowing vehicles to travel over it, the bridge 10 may be a pedestrian bridge allowing pedestrians to cross it or any other type of bridge in other embodiments.
- the construction 10 is a bridge
- the construction 10 including its deck 14
- the construction 10 may be any other suitable construction in other embodiments.
- the construction 10 may be a floor of a building, a landing pad (e.g., helicopter landing pad), skyscraper roof, mezzanines, various platforms, applications for replacing concrete slabs, etc.
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Abstract
Description
- This application claims priority from U.S.
Provisional Patent Application 62/779,887 filed on Dec. 14, 2018, U.S.Provisional Patent Application 62/831,654 filed on Apr. 9, 2019, and U.S.Provisional Patent Application 62/931,584 filed on Nov. 6, 2019, which are incorporated by reference herein. - This disclosure relates generally to bridges and other constructions and, more particularly, to decks of bridges and other constructions.
- Bridges and other constructions comprise a deck on which vehicles and/or people can travel or otherwise be supported.
- For example, a bridge's deck may allow vehicular traffic, pedestrian traffic, or both. The deck may be built from concrete (e.g., reinforced concrete), metal (e.g., steel), wood, and/or other materials, depending on the bridge's use.
- Concrete bridge decks are common but present issues. They are heavy and this may cause problems in some situations, such as for older bridges (e.g., whose capacity to support modern vehicular loads may be challenged). Also, they may sometimes severely deteriorate due to traffic, use of road salt in colder climate, etc.
- While other materials such as aluminum have been contemplated for decks of some bridges, this may also present issues. For instance, this may involve welding, drilling or otherwise creating holes in main bearing structures of the bridges, and/or other operations that may be expensive, impractical and/or otherwise undesirable.
- Similar considerations may sometimes arise in respect of other constructions such as floors, landing pads, etc.
- For these and/or other reasons, improvements in making decks for bridges and other constructions would be welcomed.
- In accordance with various aspects, this disclosure relates to a bridge or other construction comprising a deck, in which the deck is designed to be lightweight and durable, such as by including aluminum, and readily installable on a main bearing structure of the bridge or other construction (e.g., without welding and/or without drilling or otherwise creating holes into the main bearing structure of the bridge or other construction), even if the main bearing structure of the bridge or other construction is based on different material (e.g., steel).
- For example, according with one aspect, this disclosure relates to a system for making a deck of a bridge. The system comprises: a plurality of aluminum deck members; and a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge such that the aluminum deck members are retained together weldlessly and the main bearing structure of the bridge is free of fastening holes to fasten the aluminum deck members to the main bearing structure of the bridge.
- According to another aspect, this disclosure relates to a system for making a deck of a bridge. The system comprises: a plurality of aluminum deck members; and a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge such that the aluminum deck members and the main bearing structure of the bridge are free of fastening holes to fasten the aluminum deck members to the main bearing structure of the bridge.
- According to another aspect, this disclosure relates to a system for making a deck of a bridge. The system comprising a plurality of aluminum deck members. Each aluminum deck member comprises: a body comprising an upper surface of the aluminum deck member; and a fastener-receiving channel integrally formed with the body of the aluminum deck member and configured to receive a fastener to fasten the aluminum deck member to a main bearing structure of the bridge. The fastener-receiving channel of the aluminum deck member is open at a bottom of the aluminum deck member to allow the fastener to extend from the fastener-receiving channel of the aluminum deck member towards the main bearing structure of the bridge.
- According to another aspect, this disclosure relates to a system for making a deck of a bridge. The system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge; and an anti-sliding intermediary configured to be disposed between the aluminum deck members and the main bearing structure of the bridge to protect against sliding of the aluminum deck members relative to the main bearing structure of the bridge.
- According to another aspect, this disclosure relates to a system for making a deck of a bridge. The system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge, the main bearing structure of the bridge including metal that is different from aluminum; and a dielectric intermediary configured to be disposed between the aluminum deck members and the metal of the main bearing structure of the bridge to dielectrically isolate the aluminum deck members from the metal of the main bearing structure of the bridge.
- According to another aspect, this disclosure relates to a system for making a deck of a bridge. The system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge, the main bearing structure of the bridge including metal that is different from aluminum; and an anti-corrosion intermediary configured to protect against galvanic corrosion between the aluminum deck members and the metal of the main bearing structure of the bridge.
- According to another aspect, this disclosure relates to a system for making a deck of a bridge. The system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the bridge, the main bearing structure of the bridge including metal that is different from aluminum; and a dielectric anti-sliding intermediary configured to be disposed between the aluminum deck members and the metal of the main bearing structure of the bridge to dielectrically isolate the aluminum deck members from the metal of the main bearing structure of the bridge and protect against sliding of the aluminum deck members relative to the metal of the main bearing structure of the bridge.
- According to another aspect, this disclosure relates to a system for making a deck of a bridge. The system comprises: a plurality of aluminum deck extrusions; a fastening assembly configured to fasten the aluminum deck extrusions to a steel beam of the bridge; and a coating applied onto at least one of (i) the aluminum deck extrusions and (ii) the fastening assembly.
- According to another aspect, this disclosure relates to a system for making a deck of a construction. The system comprises: a plurality of aluminum deck members; and a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction such that the aluminum deck members are retained together weldlessly and the main bearing structure of the construction is free of fastening holes to fasten the aluminum deck members to the main bearing structure of the construction.
- According to another aspect, this disclosure relates to a system for making a deck of a construction. The system comprises: a plurality of aluminum deck members; and a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction such that the aluminum deck members and the main bearing structure of the construction are free of fastening holes to fasten the aluminum deck members to the main bearing structure of the construction.
- According to another aspect, this disclosure relates to a system for making a deck of a construction, the system comprising a plurality of aluminum deck members. Each aluminum deck member comprises: a body comprising an upper surface of the aluminum deck member; and a fastener-receiving channel integrally formed with the body of the aluminum deck member and configured to receive a fastener to fasten the aluminum deck member to a main bearing structure of the construction. The fastener-receiving channel of the aluminum deck member is open at a bottom of the aluminum deck member to allow the fastener to extend from the fastener-receiving channel of the aluminum deck member towards the main bearing structure of the construction.
- According to another aspect, this disclosure relates to a system for making a deck of a construction. The system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction; and an anti-sliding intermediary configured to be disposed between the aluminum deck members and the main bearing structure of the construction to protect against sliding of the aluminum deck members relative to the main bearing structure of the construction.
- According to another aspect, this disclosure relates to a system for making a deck of a construction. The system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction, the main bearing structure of the construction including metal that is different from aluminum; and a dielectric intermediary configured to be disposed between the aluminum deck members and the metal of the main bearing structure of the construction to dielectrically isolate the aluminum deck members from the metal of the main bearing structure of the construction.
- According to another aspect, this disclosure relates to a system for making a deck of a construction. The system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction, the main bearing structure of the construction including metal that is different from aluminum; and an anti-corrosion intermediary configured to protect against galvanic corrosion between the aluminum deck members and the metal of the main bearing structure of the construction.
- According to another aspect, this disclosure relates to a system for making a deck of a construction. The system comprises: a plurality of aluminum deck members; a fastening assembly configured to fasten the aluminum deck members to a main bearing structure of the construction, the main bearing structure of the construction including metal that is different from aluminum; and a dielectric anti-sliding intermediary configured to be disposed between the aluminum deck members and the metal of the main bearing structure of the construction to dielectrically isolate the aluminum deck members from the metal of the main bearing structure of the construction and protect against sliding of the aluminum deck members relative to the metal of the main bearing structure of the construction.
- According to another aspect, this disclosure relates to a system for making a deck of a construction. The system comprises: a plurality of aluminum deck extrusions; a fastening assembly configured to fasten the aluminum deck extrusions to a steel beam of the construction; and a coating applied onto at least one of (i) the aluminum deck extrusions and (ii) the fastening assembly.
- These and other aspects of this disclosure will now become apparent to those of ordinary skill upon review of a description of embodiments that follows in conjunction with accompanying drawings.
- A detailed description of embodiments is provided below, by way of example only, with reference to drawings accompanying this description, in which:
-
FIG. 1 shows an embodiment of a bridge comprising a deck that comprises deck members and a fastening assembly; -
FIG. 2 shows a side perspective of a deck member fastened to a main bearing structure of the bridge; -
FIG. 3 shows an assembled view of respective ones of the deck members fastened to the main bearing structure of the bridge; -
FIG. 4 shows a partially exploded view of the fastening assembly; -
FIG. 5 shows an assembled view of the fastening assembly onto the main bearing structure of the bridge; -
FIG. 6 shows a connector extruded integrally with the deck member; -
FIG. 7 shows an assembled view of a connection between a fastener and the connector of deck member; -
FIG. 8 shows interlocking portions of adjacent ones of the deck members; -
FIG. 9 shows an assembled view of the deck fastened to the main bearing structure of the bridge; -
FIG. 10 shows a representation of an embodiment of an intermediary, such as an anti-sliding and/or anti-corrosion (e.g., dielectric) intermediary, comprising a coating disposed between the deck members and the main bearing structure of the bridge; -
FIG. 11 shows an example of possible application of the coating in some embodiments; -
FIG. 12 shows another exploded view of one of the deck members, part of the fastening assembly and part of the main bearing structure of the bridge; -
FIG. 13 shows an example of selected locations where the coating is applied in some embodiments; and -
FIG. 14 shows a variant of the intermediary in another embodiment. - It is to be expressly understood that the description and drawings are only for purposes of illustrating certain embodiments and are an aid for understanding. They are not intended to be and should not be limiting.
-
FIGS. 1 to 9 show an embodiment of aconstruction 10 comprising adeck 14. In this embodiment, theconstruction 10 is a bridge. More particularly, in this example, thebridge 10 is a vehicular bridge allowing vehicles to cross it. Thebridge 10 comprises amain bearing structure 16 supporting thedeck 14. In this example, thebridge 10 also comprisesguardrails 18 and curbs 20, as shown inFIGS. 1 and 3 . - As further discussed below, in this embodiment, the
deck 14 is designed to be lightweight and durable, such as by including aluminum, and readily installable on themain bearing structure 16 of the bridge 10 (e.g., without welding and/or without drilling or otherwise creating holes into themain bearing structure 16 of the bridge 10), even if themain bearing structure 16 of thebridge 10 is based on different material (e.g., steel). - In this embodiment, the
main bearing structure 16 of thebridge 10 comprisesbeams 22 that extend in a longitudinal direction of thebridge 10. In this example, eachbeam 22 comprises anupper flange 24 and alower flange 26. More particularly, in this embodiment, thebeams 22 are I-beams. In this example, thebeams 22 are metallic, i.e., comprisemetallic material 30 that constitutes at least most (i.e., most or all) of eachbeam 22. Specifically, in this example, themetallic material 30 of eachbeam 22 is steel. - In some cases, the
deck 14 may be installed on themain bearing structure 16 of thebridge 10 when thebridge 10 is originally built. In other cases, thedeck 14 may be installed on themain bearing structure 16 of thebridge 10 after thebridge 10 was originally built with an original deck that is removed and replaced by thedeck 14, i.e., thedeck 14 may be retrofit onto thebridge 10. - The
deck 14 comprises a plurality ofdeck members 40 and afastening assembly 42 configured to fasten thedeck members 40 to themain bearing structure 16 of thebridge 10. - In this embodiment, the
fastening assembly 42 is configured to fasten thedeck members 40 to thebeams 22 such that thedeck members 40 extend transversally to the longitudinal direction of thebridge 10. A longitudinal direction of eachdeck member 40 is thus transversal to the longitudinal direction of thebridge 10. - Also, in this embodiment, the
fastening assembly 42 comprises: a plurality offasteners 52; and a plurality ofclamps 54 configured to clamp the aluminum deck extrusions 40 to thebeams 22 of themain bearing structure 16 of thebridge 10. - In this embodiment, the
deck 14 is metallic, i.e., comprisesmetallic material 44 that constitutes at least most (i.e., most or all) of thedeck 14. In this example, themetallic material 44 of thedeck 14 is different from themetallic material 30 of thebeams 22 of themain bearing structure 16 of thebridge 10. - More specifically, in this example, the
metallic material 44 of thedeck 14 is aluminum. This makes thedeck 14 lightweight and durable, notably as it is resistant to corrosion. Thus, in this embodiment, thedeck members 40 are aluminum deck members and parts of thefastening assembly 42, notably theclamps 54, are aluminum parts. - In this embodiment, the
aluminum deck members 40 are aluminum deck extrusions. That is, they are made by an extrusion process. - Each
aluminum deck extrusion 40 comprises abody 46 comprising anupper surface 48 of thealuminum deck extrusion 40. In this embodiment, as shown inFIGS. 6 and 7 , thealuminum deck extrusion 40 also comprises aconnector 50 integrally formed with itsbody 46 and configured to connect the aluminum deck extrusions 40 to thebeams 22 of themain bearing structure 16 of thebridge 10. Thus, in this example, thebody 46 and theconnector 50 of thealuminum deck extrusion 40 are extruded integrally together during the extrusion process. - In this example of implementation, the
upper surface 48 of thealuminum deck extrusion 40 comprises africtional texture 27 to increase friction with traffic on thealuminum deck extrusion 40. In this case, thefrictional texture 27 of theupper surface 48 comprises a plurality offormations 28 extending in the longitudinal direction of thealuminum deck extrusion 40. More specifically, in this case, theformations 28 of thefrictional texture 27 includeridges 29. - In some embodiments, at least part of the
upper surface 48 of each of thealuminum deck extrusions 40 may be anodized. Alternatively or additionally, in some embodiments, at least part of theupper surface 48 of each of thealuminum deck extrusions 40 may be painted and/or coated with ananti-slip coating 73. - In this embodiment, the
aluminum deck extrusion 40 comprises a base 23 configured to rest upon themain bearing structure 16 of thebridge 10. More particularly, in this embodiment, thebase 23 comprises a plurality ofbase portions 21 spaced from one another (as best shown inFIGS. 6 and 7 ) and extending in the longitudinal direction of thealuminum deck extrusion 40. In this example, thealuminum deck extrusion 40 comprises a plurality ofstructural channels 13 spaced from one another and extending in the longitudinal direction of thealuminum deck extrusion 40. In this case, each of thestructural channels 13 comprises a plurality ofweb portions 19 which provide an increased stiffness and shear resistance of thebridge 10, as shown inFIG. 8 . - In this example of implementation, each of the
aluminum deck extrusions 40 is configured to interlock with an adjacent one of thealuminum deck extrusions 40. This is shown inFIG. 8 in which an interlockingportion 17 of thealuminum deck extrusion 40 comprises an interlockingprojection 12, while the interlockingportion 17 of the adjacent one of thealuminum deck extrusions 40 comprises an interlockingrecess 11 in order to receive the interlockingprojection 12 of thealuminum deck extrusion 40. This interlockingportion 17 of each of thealuminum deck extrusions 40 may facilitate assembly and disassembly of thealuminum deck extrusions 40 and help to secure them together. - In this embodiment, the
connector 50 comprises a plurality of connectingelements 51 spaced from one another in a widthwise direction of thealuminum deck extrusion 40. A first one of the connectingelements 51 of theconnector 50 is configured to receive a first subset of thefasteners 52 to fasten thealuminum deck extrusion 40 to themain bearing structure 16 of thebridge 10. A second one of the connectingelements 51 of theconnector 50 is configured to receive a second subset of thefasteners 52 to fasten thealuminum deck extrusion 40 to themain bearing structure 16 of thebridge 10. - In this embodiment, each of the connecting
elements 51 of theconnector 50 comprises a fastener-receivingchannel 15 extending in the longitudinal direction of thealuminum deck extrusion 40 and is configured to receive given ones of thefasteners 52 to fasten thealuminum deck extrusion 40 to themain bearing structure 16 of thebridge 10. More particularly, in this embodiment, the fastener-receivingchannel 15 comprises anopening 82 at a bottom of thealuminum deck extrusion 40 to allow the given ones of thefasteners 52 to extend from the fastener-receivingchannel 15 towards themain bearing structure 16 of thebridge 10. - The
fastening assembly 42 is configured to fasten the aluminum deck extrusions 40 to themain bearing structure 16 of thebridge 10. In this embodiment, thealuminum deck extrusions 40 are retained together weldlessly (i.e., without welding) and themain bearing structure 16 of thebridge 10 is free of fastening holes (i.e., has no fastening holes) to fasten the aluminum deck extrusions 40 to themain bearing structure 16 of thebridge 10. In this case, thealuminum deck extrusions 40 and themain bearing structure 16 of thebridge 10 are free of fastening holes to fasten them to one another. This may enhance integrity of thedeck 14 and facilitate its installation. - In this embodiment, the
fastening assembly 42 comprises theclamps 54 to clamp the aluminum deck extrusions 40 to themain bearing structure 16 of thebridge 10 and thefasteners 52 to fasten the aluminum deck extrusions 40 to themain bearing structure 16 via theclamps 54. In this example,washers 83 are provided to distribute loading of thefasteners 52,nuts 84 are provided to retain respective ones of thefasteners 52 and theclamps 54 together with thewashers 83, and locknuts 85 are provided to resist loosening under vibration and torque before thealuminum deck extrusions 40 are fastened to themain bearing structure 16. - In this example of implementation, each fastener-receiving
channel 15 of thealuminum deck extrusion 40 comprises a plurality of fastener-engagingportions 59 spaced from one another and configured to engage an enlarged portion of a given one of thefasteners 52. In this case, each of the fastener-engagingportions 59 of the fastener-receivingchannel 15 of thealuminum deck extrusion 40 tapers in the widthwise direction of thealuminum deck extrusion 40. In this example, the enlarged portion of the given one of thefasteners 52 comprises aninclined surface 63, whereas each of the fastener-engagingportions 59 of the fastener-receivingchannel 15 comprises aninclined surface 64 configured to engage theinclined surface 63 of the enlarged portion of the given one of thefasteners 52. This may help to secure thealuminum deck extrusion 40. - In this example, the
fasteners 52 are threaded fasteners. More particularly, in this embodiment, thefasteners 52 comprisebolts 53. More specifically, in this case, the bolts are T-bolts. Thus, thefasteners 52 fit into the fastener-receivingchannel 15 without need of a hole into the aluminum or steel allowing for a quick installation. Thefasteners 52 may be made of stainless steel or any other suitable material. - In this embodiment, each of the
clamps 54 comprises anopening 77 configured to receive a given one of thefasteners 52. In this example, each one of theclamps 54 is stepped. More particularly, in this example, each one of theclamps 54 comprises at least threehorizontal surfaces 78 located at different heights, as best shown inFIG. 4 . Theclamp 54 is configured to engage alateral end 95 of theflange 66 of thebeam 22 and anunderside 67 of thealuminum deck extrusion 40. - In this embodiment, the
upper flange 24 of thebeam 22 comprises a firstflanged portion 65 and a secondflanged portion 66 that extend opposite one another. A given one of theclamps 54 is configured to engage anunderside 75 of the firstflanged portion 65 of thebeam 22 and another one of theclamps 54 is configured to engage anunderside 76 of the secondflanged portion 66 of thebeam 22. In this example, eachclamp 54 is configured to leave anopen gap 88 between thealuminum deck extrusion 40 and thatclamp 54. Theopen gap 88 allows theclamp 54 to tilt in order to compensate for tolerances and variations of onsite alignment which provides facilitating means during installation. The tilt position of theclamp 54 is a factor in preventing the movement of thealuminum deck extrusion 40 relative to thebeam 22. Additionally, theopen gap 88 also contributes to reduce the weight of thefastening system 42 while saving on material cost. - In this example, the
underside 67 of thealuminum deck extrusion 40 comprises africtional texture 68 to increase friction with given ones of theclamps 54. In this example, thefrictional texture 68 comprises a plurality offormations 69 extending in the longitudinal direction of thealuminum deck extrusion 40. In this case, theformations 69 includeridges 89. Also, in this embodiment, each of theclamps 54 comprises africtional texture 70 to increase friction with theunderside 67 of thealuminum deck extrusion 40. Thefrictional texture 70 of each of theclamps 54 may comprise a plurality offormations 96, which may compriseridges 97. - In this embodiment, an intermediary 60 is configured to be disposed between the
aluminum deck extrusion 40 and themain bearing structure 16 of thebridge 10. - In this example, the intermediary 60 is an anti-sliding intermediary disposed between the
aluminum deck extrusions 40 and themain bearing structure 16 of thebridge 10 to protect against sliding of thealuminum deck extrusions 40 relative to thebeams 22 of themain bearing structure 16 of thebridge 10. This may be useful to counter a potential tendency of the aluminum deck extrusions 40 to slide relative to thebeams 22 that could otherwise exist as vehicles travel on thebridge 10 and apply loads onto thealuminum deck extrusions 40. - Also, in this example, the intermediary 60 is an anti-corrosion intermediary configured to protect against galvanic corrosion between the
aluminum deck extrusions 40 and thesteel 30 of thebeams 22 of themain bearing structure 16 of thebridge 10. This may help to prevent or at least impede galvanic corrosion of thealuminum 44 of thedeck 14 that would otherwise be in contact with thesteel 30 of thebeams 22. - More particularly, in this example, the intermediary 60 is a dielectric intermediary disposed between the
aluminum deck extrusions 40 and thesteel 30 of themain bearing structure 16 of thebridge 10 to dielectrically isolate the aluminum deck extrusions 40 from thesteel 30 of thebeams 22 of themain bearing structure 16 of thebridge 10. - In this embodiment, the dielectric anti-sliding intermediary 60 comprises a
coating 62 applied onto at least one of (i) thealuminum deck extrusions 40 and (ii) thefastening assembly 42. More particularly, in this embodiment, thecoating 62 is applied onto thealuminum deck extrusions 40 and thefastening assembly 42. - In this example, with additional reference to
FIG. 13 , thecoating 62 is applied only onto alimited part 90 of aperiphery 80 of a given one of thealuminum deck extrusions 40 such that at least part of theperiphery 80 of the given one of thealuminum deck extrusions 40 is free of the coating 62 (i.e., is not coated by the coating 62). More particularly, in this example, thelimited part 90 of theperiphery 80 of the given one of thealuminum deck extrusions 40 on which thecoating 62 is applied is configured to press towards themain bearing structure 16 of thebridge 10. Anotherpart 91 of theperiphery 80 of the given one of thealuminum deck extrusions 40 that is opposite to thepart 90 of theperiphery 80 of the given one of thealuminum deck extrusions 40 is free of thecoating 62. In this case, at least a majority of theperiphery 80 of the given one of thealuminum deck extrusions 40 is free of thecoating 62. - In this embodiment, the
coating 62 is also applied onto thefastening assembly 42. In this example, thecoating 62 is applied onto theclamps 54. More specifically, thecoating 62 is applied only onto alimited part 93 of aperiphery 92 of a given one of theclamps 54 such that at least part of theperiphery 92 of the given one of theclamps 54 is free of thecoating 62. In this example, thelimited part 93 of theperiphery 92 of the given one of theclamps 54 onto which thecoating 62 is applied is configured to press towards themain bearing structure 16 of thebridge 10. Anotherpart 94 of theperiphery 92 of the given one of theclamps 54 that is opposite to thelimited part 93 of theperiphery 92 of the given one of theclamps 54 is free of thecoating 62. Thus, in this embodiment, at least a majority of theperiphery 92 of the given one of theclamps 54 is free of thecoating 62. - In order to protect against sliding of the
aluminum deck extrusions 40 relative to thebeams 22 of themain bearing structure 16 of thebridge 10, in this embodiment, frictional engagement of thecoating 62 between thealuminum deck extrusions 40, theclamps 54, and themain bearing structure 16 of thebridge 10 may be greater than that which would exist if thealuminum deck extrusions 40 and theclamps 54 were directly contacting themain bearing structure 16 of thebridge 10. Thus, in this embodiment, a coefficient of friction between thecoating 62 and at least one of thealuminum deck extrusions 40, theclamps 54, and thebeams 22 of themain bearing structure 16 of the bridge 10 (e.g., between thecoating 62 and the beams 22) may be greater than a coefficient of friction between themetallic material 44 of thedeck 14, which is aluminum in this case, and themetallic material 30 of thebeams 22, which is steel in this case. - For example, in some embodiments, the coefficient of friction between the
coating 62 and at least one of thealuminum deck extrusions 40, theclamps 54, and thebeams 22 of themain bearing structure 16 of the bridge 10 (e.g., between thecoating 62 and the beams 22) may be relatively high. For instance, in some embodiments, the coefficient of friction between thecoating 62 and at least one of thealuminum deck extrusions 40, theclamps 54, and thebeams 22 of themain bearing structure 16 of the bridge 10 (e.g., between thecoating 62 and the beams 22) may be greater than that of a polymer (e.g., ultra-high-molecular-weight (UHMW) polyethylene or nylon) on steel. In some embodiments, the coefficient of friction between thecoating 62 and at least one of thealuminum deck extrusions 40, theclamps 54, and thebeams 22 of themain bearing structure 16 of the bridge 10 (e.g., between thecoating 62 and the beams 22) may be at least 0.3, in some cases at least 0.4, in some cases at least 0.5, in some cases at least 0.6, and in some cases even more. - The
coating 62 may be implemented in any suitable way and using any suitable substance in various embodiments. - In this embodiment, as shown in
FIG. 10 , thecoating 62 comprises amatrix 86 andparticles 87 dispersed in thematrix 86. More particularly, in this embodiment, thematrix 86 is a polymeric matrix, and theparticles 87 may include metallic elements. For example, in this embodiment, thematrix 86 is epoxy and theparticles 87 are metal oxide particles. More specifically, in this example, themetal oxide particles 87 are aluminum oxide particles. For instance, in some embodiments, theparticles 87 may be grit formed from slag. Thematrix 86 may include any other suitable polymer or other material and/or theparticles 87 may include any other suitable metal oxide or other material in other embodiments - For example, in some embodiments, as shown in
FIG. 11 , thecoating 62 may comprise a lower layer 79 (e.g., primer) of thepolymeric matrix 86 applied onto thealuminum deck extrusions 40 and theclamps 54 at selected locations, thealuminum oxide particles 87 dispersed onto thelower layer 79 of thepolymeric matrix 86, and anupper layer 81 of thepolymeric matrix 86 applied onto thealuminum oxide particles 87 and thelower layer 79 of thepolymeric matrix 86 so that thealuminum oxide particles 87 are sandwiched and encapsulated by the upper and 81, 79 of thelower layers polymeric matrix 86. - For instance, in some embodiments, the
particles 87 may be provided such that a ratio of a quantity of theparticles 87 over a surface area covered by thecoating 62 is at least 0.9 kg/m2, in some cases at least 0.95 kg/m2, in some cases at least 1 kg/m2, and in some cases even more. - In this embodiment, the
guardrails 18 and thecurbs 20 also include aluminum. Thedeck 14, theguardrails 18 and thecurbs 20 therefore contribute to lightness. - The
bridge 10, including thedeck 14, may be implemented in any other suitable way in other embodiments. - For example, in other embodiments, the
aluminum deck extrusions 40 may be shaped in any other desired manner (e.g., have different sizes, different number or arrangement of channels, theirconnector 50 differently shaped, different number of connecting elements like those of theconnector 50, no connector that is integrally formed with itsbody 46, etc.). In other embodiments, thealuminum deck members 40 may be made by any suitable process other than extruding (e.g., casting). - In other embodiments, the
fastening assembly 42 may be implemented in various other ways. For example, in other embodiments, thefasteners 52 and/or theclamps 54 may be shaped in various other manners, include various other materials, etc., and/or thefastening assembly 42 may include any other fastening devices (e.g., instead of or in addition to the clamps 54). - In other embodiments, the
main bearing structure 16 of thebridge 10 may be implemented in various other ways. For instance, in other embodiments, thebeams 22 may be any other type of beam (e.g., have any other shape, number and/or arrangement of flanges, no flanges, etc.). Also, in other embodiments, one of thebeams 22 may be different (e.g., differently shaped, composed of different material, etc.) than another one of thebeams 22, and/or there may be any other number of beams (e.g., a single beam or more than two beams). - In other embodiments, as shown in
FIG. 14 , the intermediary 60 may comprise a plurality ofintermediate members 61 that are thinner than thealuminum deck extrusions 40 in a thicknesswise direction of thealuminum deck extrusions 40 and are configured to be mounted between thealuminum deck extrusions 40 and themain bearing structure 16 of thebridge 10. Theintermediate members 61 may comprise at least one of composite material, metallic material, and concrete material. - In other embodiments, the
deck 14 may be based on another metal that is not aluminum and that is different from the metal of themain bearing structure 16 of thebridge 10. - Although in embodiments considered above the
bridge 10 is a vehicular one allowing vehicles to travel over it, thebridge 10 may be a pedestrian bridge allowing pedestrians to cross it or any other type of bridge in other embodiments. - Also, while in embodiments considered above the
construction 10 is a bridge, theconstruction 10, including itsdeck 14, may be any other suitable construction in other embodiments. For example, in some embodiments, theconstruction 10 may be a floor of a building, a landing pad (e.g., helicopter landing pad), skyscraper roof, mezzanines, various platforms, applications for replacing concrete slabs, etc. - Certain additional elements that may be needed for operation of some embodiments have not been described or illustrated as they are assumed to be within the purview of those of ordinary skill in the art. Moreover, certain embodiments may be free of, may lack and/or may function without any element that is not specifically disclosed herein.
- Any feature of any embodiment discussed herein may be combined with any feature of any other embodiment discussed herein in some examples of implementation.
- Although various embodiments and examples have been presented, this was for purposes of describing, but should not be limiting. Various modifications and enhancements will become apparent to those of ordinary skill and are within a scope of this disclosure.
Claims (95)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US17/413,832 US20220049439A1 (en) | 2018-12-14 | 2019-12-13 | System and method for making a deck of a bridge or other construction |
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US201862779887P | 2018-12-14 | 2018-12-14 | |
| US201962831654P | 2019-04-09 | 2019-04-09 | |
| US201962931584P | 2019-11-06 | 2019-11-06 | |
| PCT/CA2019/051815 WO2020118454A1 (en) | 2018-12-14 | 2019-12-13 | System and method for making a deck of a bridge or other construction |
| US17/413,832 US20220049439A1 (en) | 2018-12-14 | 2019-12-13 | System and method for making a deck of a bridge or other construction |
Publications (1)
| Publication Number | Publication Date |
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| US20220049439A1 true US20220049439A1 (en) | 2022-02-17 |
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| US17/413,832 Pending US20220049439A1 (en) | 2018-12-14 | 2019-12-13 | System and method for making a deck of a bridge or other construction |
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| US (1) | US20220049439A1 (en) |
| CA (1) | CA3123307A1 (en) |
| WO (1) | WO2020118454A1 (en) |
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| FR2541672A1 (en) * | 1983-02-24 | 1984-08-31 | Nippon Kokan Kk | CEMENT-POLYMER MORTAR COMPOSITION |
| US4709435A (en) * | 1987-02-04 | 1987-12-01 | Aluminum Company Of America | Bridge deck system |
| US5457840A (en) * | 1994-05-24 | 1995-10-17 | Derechin; Joshua | Fatigue resistant shear connector |
| US5867854A (en) * | 1995-11-13 | 1999-02-09 | Reynolds Metals Company | Modular bridge deck system including hollow extruded aluminum elements securely mounted to support girders |
| US20060037155A1 (en) * | 2000-07-03 | 2006-02-23 | Astra Capital Incorporated | Quick connect transit boarding platform panel |
| WO2011105529A1 (en) * | 2010-02-26 | 2011-09-01 | 新日本製鐵株式会社 | Corrosion-proofing coating composition and process for production thereof, and method for prevention of corrosion in steel material |
| US20110224327A1 (en) * | 2009-02-27 | 2011-09-15 | Akzo Nobel Coatings International B.V. | High heat resistant non-skid coatings |
| US20160244921A1 (en) * | 2015-02-24 | 2016-08-25 | AlumaBridge, LLC | Modular bridge deck system consisting of hollow extruded aluminum elements |
| US9895284B2 (en) * | 2014-03-18 | 2018-02-20 | Brandbumps, Llc | Tactile warning surface mount panel for mounting on a preformed ground surface |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE457809B (en) * | 1987-05-20 | 1989-01-30 | Lars Svensson | bridge deck |
| AU2006272839B2 (en) * | 2005-07-22 | 2011-05-12 | Ben Stroyer | Boardwalk, deck, and platform system |
| US8069519B2 (en) * | 2008-12-10 | 2011-12-06 | Bumen James H | Bridge decking panel with fastening systems and method for casting the decking panel |
| US10465396B2 (en) * | 2015-10-06 | 2019-11-05 | Paul Kristen, Inc. | Platform with a track for attaching decking |
| CN205171344U (en) * | 2015-12-05 | 2016-04-20 | 中交通力建设股份有限公司 | Flexible precast concrete decking structure for draw bridge |
-
2019
- 2019-12-13 WO PCT/CA2019/051815 patent/WO2020118454A1/en not_active Ceased
- 2019-12-13 US US17/413,832 patent/US20220049439A1/en active Pending
- 2019-12-13 CA CA3123307A patent/CA3123307A1/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2541672A1 (en) * | 1983-02-24 | 1984-08-31 | Nippon Kokan Kk | CEMENT-POLYMER MORTAR COMPOSITION |
| US4709435A (en) * | 1987-02-04 | 1987-12-01 | Aluminum Company Of America | Bridge deck system |
| US5457840A (en) * | 1994-05-24 | 1995-10-17 | Derechin; Joshua | Fatigue resistant shear connector |
| US5867854A (en) * | 1995-11-13 | 1999-02-09 | Reynolds Metals Company | Modular bridge deck system including hollow extruded aluminum elements securely mounted to support girders |
| US20060037155A1 (en) * | 2000-07-03 | 2006-02-23 | Astra Capital Incorporated | Quick connect transit boarding platform panel |
| US20110224327A1 (en) * | 2009-02-27 | 2011-09-15 | Akzo Nobel Coatings International B.V. | High heat resistant non-skid coatings |
| WO2011105529A1 (en) * | 2010-02-26 | 2011-09-01 | 新日本製鐵株式会社 | Corrosion-proofing coating composition and process for production thereof, and method for prevention of corrosion in steel material |
| US9895284B2 (en) * | 2014-03-18 | 2018-02-20 | Brandbumps, Llc | Tactile warning surface mount panel for mounting on a preformed ground surface |
| US20160244921A1 (en) * | 2015-02-24 | 2016-08-25 | AlumaBridge, LLC | Modular bridge deck system consisting of hollow extruded aluminum elements |
Also Published As
| Publication number | Publication date |
|---|---|
| CA3123307A1 (en) | 2020-06-18 |
| WO2020118454A1 (en) | 2020-06-18 |
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