corrugated sheet metal and raised structure incorporating it

专利摘要:
CORRUGATED METAL SHEET AND RAISED STRUCTURE INCORPORATED WITH IT. A corrugated sheet metal comprises a sheet configured to define a series of ridges and channels, where the sheet has longitudinal edges extending parallel to the longitudinal axes of the ridges and channels and transverse edges extending orthogonally to the longitudinal geometric axes of the ridges and channels. The corrugated sheet metal further comprises at least one of: at least one longitudinal flange extending from each longitudinal edge, and at least one transverse flange extending from each transverse edge.
公开号:BR112014003340B1
申请号:R112014003340-4
申请日:2012-08-10
公开日:2021-05-18
发明作者:Michael W. Wilson
申请人:Atlantic Industries Limited；
IPC主号:

专利说明:

FIELD OF THE INVENTION
[001] The present invention generally concerns elevated structures and in particular a corrugated sheet metal and an elevated structure incorporating the same. BACKGROUND OF THE INVENTION
[002] As rural and urban infrastructure continue to age and grow there is a continuing demand for cost-effective technologies relating to the construction and maintenance of roads, railways and more. Often overlooked, but vitally important, for the construction of such infrastructure is the underpass system. Underground systems are typically designed to support not only permanent loads but also accidental loads. Although some of the most impressive underpass systems are used in mining or forestry applications where spans can exceed twenty (20) meters, they are also very common in regular road construction to allow for railroad, watercourse or other transit traffic. vehicle/pedestrian. Although concrete structures are regularly employed for these purposes, such concrete structures are very expensive to install, are cost prohibitive in remote areas, and are subject to decreased strength due to corrosion of the reinforcing metal, thus requiring permanent repair and limiting its use in certain environments.
[003] In the field of elevated structures, such as, for example, but not limited to, box-shaped galleries, circular and ovoid galleries, arch-type structures, involved concrete structures and other similar structures that make use of sheet metal of corrugated metal, there have been significant advances. For example, US patent 5,118,218 to Musser et al. discloses a corrugated box-shaped gallery constructed of reinforced corrugated steel or aluminum sheets having very deep corrugations and generally having a uniform bending moment profile for the length. full gallery. By using significant material in the bulging parts as well as the arch parts of the box-shaped gallery, significant loads can be supported by the box-shaped gallery. Ovoid and circular gallery structures are generally described in UK patent application 2,140,848.
[004] US Patent 5,326,191 to Wilson et al. discloses a reinforced metal box-shaped gallery having a standard bulge, opposing sides, and opposing curved arcs. The gallery is characterized by having continuous corrugated sheet metal reinforcement secured at least to the bulge of the gallery, and extends the length of the gallery which is effective in supporting the load. The corrugated gusset has a profile that contacts the bulge corrugations with the gusset channels being secured to the ridges of the corrugated bulge. The corrugated backing plate has a complementary curvature to the corrugated bulge for ease of attachment. Continuous reinforcement, as it is secured to the gallery in an uninterrupted mode, provides optimal load-bearing capacity for the selected length of reinforcement provided by the reinforcement sheets.
[005] US patent 5,833,394 to McCavour et al discloses a concrete reinforced corrugated metal arch type composite structure comprising a first set of shaped corrugated metal sheets interconnected in a manner to define a base arch structure with the corrugations extending transversely the longitudinal length of the arch, and a second series of shaped corrugated metal sheets interconnected in a manner to overlap the first set of interlocking sheets of the base arch. The second series of sheets has at least one corrugation extending transversely to the longitudinal length of the arc, with the channels of the corrugations of the second series of sheets attached to the ridges of the first set of sheets. The interlocking series of second sheets and the first set of sheets define continuous individual enclosed cavities extending transversely filled with concrete to define an interface of the concrete enclosed by the inner metal surfaces of the second series of ridges and the first set of channels. The internal surfaces of the cavities for each of the first and second plates are capable of providing a shear-resistant bond at the concrete-metal interface to provide individual curved beams spanning the arch, whereby the structure provides positive and negative bending strength and resistance to bending and axial loads combined for overlapping loads.
[006] In some prior art elevated structures, adjacent corrugated metal sheets are secured by overlapping circumferential edges of the corrugated metal sheets in order to align holes therein, and then pass a fastener such as a screw through each pair of holes aligned. As will be appreciated, this approach is laborious as typically two or more individuals are required to secure each bolt to the frame. Additionally, the axial strength of prior art elevated structures is generally a function of the shear strength of screws holding the overlapping portions of the plates.
[007] Other approaches to clamping adjacent corrugated metal sheets have been described. For example, the publication titled “Tunnel Liner Plate” by Armtec of Guelph, Ontario, Canada, reveals a tunnel liner steel plate. The cladding plate forms part of a two flange sectional corrugated steel cladding system designed for use primarily in soft ground tunneling.
[008] US Patent 4,650,369 to Thomas et al. discloses a small headroom gallery in which a series of flat metal sections shaped in shallow arc are secured together in overlap mode. Torsion and bending resistant cross rib elements are secured to outer gallery sections at selected points along the gallery to form beams such as crossbars. The gallery comprises bulging and arch ribs fitted or joined together by means of a bolt and nut assembly. The lower base flanges of the various arch and bulge rib beam segments are attached directly to the outer surfaces of the gallery sections.
[009] US patent 4,958,476 to Kotter discloses a system of individually adaptive architectural roof panels to cover structural support elements such as beams of an underlying structure. An individual adaptive panel includes a sheet of flexible material having a generally convex cross section and is provided with oriented corrugations perpendicular to the longitudinal geometric axis of the panel. In a preferred embodiment the convex panel is provided with edge portions fixed to the sides of the panel. The similarly shaped edge parts are provided with parallel oriented corrugations and crossing or merging into the corrugations of the convex panel part.
[010] US Patent 7,493,729 to Semmes discloses a commercial roof closure that utilizes an embedded roof and wall panel design with structurally bent rails connecting panel assemblies to one another and to a corrugated panel steel base. The closure is formed in a torsion box style construction where the strength of the closure is derived from its full “single body” style construction. With this project the roof closure intends to offer a smaller overall profile, reduced weight and increased structural strength compared to its conventional counterparts.
[011] When elevated structures made of corrugated sheet metal are used in the presence of fluids, there may be infiltration or leakage of fluids through joints in the structures. Improvements in general are desired.
[012] Therefore, one goal is to at least provide an unprecedented corrugated sheet metal and an elevated structure incorporating it. SUMMARY OF THE INVENTION
[013] In this way, in one aspect a corrugated metal sheet is provided comprising: a sheet configured to define a series of ridges and channels, the sheet having longitudinal edges extending parallel to the longitudinal geometric axes of the ridges and channels and transverse edges extending orthogonally to the longitudinal geometric axes of ridges and canals; and at least one of: at least one longitudinal flange extending from each longitudinal edge, and at least one transverse flange extending from each transverse edge.
[014] Each of the at least one transverse flange may comprise a first flange part and a second flange part. Each first flange part may have an upwardly facing orientation with respect to the sheet and each second flange part may have a downwardly facing orientation with respect to the sheet.
[015] Each of the at least one longitudinal flange may be generally centered on a ridge or a channel.
[016] The ridges and channels of adjacent sheets can be generally adjacent when the longitudinal flanges of the adjacent sheets are in contact.
[017] One or more of each of the at least one longitudinal flange and each of the at least one transverse flange may comprise a plurality of holes for receiving fasteners.
[018] The corrugated sheet metal can be bent in at least one of a longitudinal direction and a transverse direction.
[019] Each of the at least one transverse flange may extend non-orthogonally from the plate.
[020] The corrugated metal sheet may additionally comprise joint plates adjacent to each of the at least one flange transverse to the sheet.
[021] One or more of each of the at least one longitudinal flange and each of the at least one transverse flange may comprise a groove to accommodate a gasket or an amount of sealant.
[022] The at least one longitudinal flange may comprise a first longitudinal flange comprising a protrusion and a second longitudinal flange comprising a groove sized to accommodate the protrusion of an adjacent corrugated metal sheet, each of the first longitudinal flange and the second flange lengthwise extending from a respective different longitudinal edge. The at least one transverse flange may comprise a first transverse flange comprising a protrusion and a second transverse flange comprising a groove sized to accommodate the protrusion of an adjacent corrugated sheet metal, each of the first transverse flange and the second transverse flange extending of a respective different transverse edge. The groove can be sized to accommodate a gasket or a quantity of sealant.
[023] One or more of the at least one transverse flange and the at least one longitudinal flange may comprise one or more alignment features for mating with an adjacent sheet in contact. Alignment features can mate mate with alignment features of the adjacent contacting sheet. Each of the at least one transverse flange may comprise a plurality of alignment features. Each of the at least one longitudinal flange may comprise a plurality of alignment features.
[024] The corrugated sheet metal may additionally comprise one or more reinforcing flanges intermediate to the transverse edges of the sheet.
[025] The plate may have a pitch between about 152.4 mm and about 500 mm, and a depth between about 50.8 mm and about 237 mm.
[026] Each of the at least one longitudinal flange may be a single longitudinal flange extending generally the length of each longitudinal edge, and each of the at least one transverse flange may be a single transverse flange extending from a general way by the length of each transverse edge.
[027] In another aspect, an elevated structure is provided comprising: a corrugated structure having corrugations extending transversely to the longitudinal length of the corrugated structure, the corrugated structure comprising a plurality of corrugated metal sheets, each corrugated metal sheet comprising a sheet configured to define a series of ridges and channels, the sheet having longitudinal edges extending parallel to the longitudinal axis of the ridges and channels and transverse edges extending orthogonally to the longitudinal axis of the ridges and channels; and at least one of: at least one longitudinal flange extending from each longitudinal edge, and at least one transverse flange extending from each transverse edge, the adjacent corrugated sheet metal flanges being in contact and secured together.
[028] Corrugated sheet metal can be arranged in two layers to form a double layer of corrugated sheet metal. The corrugated metal sheets forming the double layer can define at least one internal cavity configured to be filled with concrete. The elevated structure may further comprise a plurality of shear resistant pins secured to corrugated metal sheets within at least one of the cavities to provide a shear resistant joint at the metal-concrete interface. Corrugated sheet metal forming an inner layer can be separated from corrugated sheet metal forming an outer layer by spacer plates. The corrugated metal sheets forming the double layer and the spacer plates can define at least one internal cavity configured to be filled with concrete. The elevated structure may further comprise a plurality of shear resistant pins secured to one or more of the corrugated metal sheets and spacer plates within at least one of the cavities to provide a shear resistant joint at the metal-concrete interface.
[029] The elevated structure may additionally comprise at least one reinforcing element positioned between adjacent corrugated metal sheets. The at least one reinforcement element may comprise one or more of a reinforcement rib, a reinforcement beam, a hollow structural section reinforcement rib and a box-shaped reinforcement rib.
[030] The elevated structure may additionally comprise sealant positioned between longitudinal flanges in contact with adjacent corrugated metal sheets. The sealer may comprise one or more sealer strips.
[031] One or more of the at least one transverse flange may comprise a first flange part and a second flange part. Each first flange part may have an upwardly facing orientation with respect to the sheet and each second flange part may have a downwardly facing orientation with respect to the sheet.
[032] At least some of the longitudinal flanges can generally be centered on ridges or channels. The ridges and channels of at least some adjacent sheets can generally be adjacent when the longitudinal flanges of the at least some adjacent sheets are in contact.
[033] For at least some of the corrugated metal sheets, one or more of the at least one longitudinal flange and the at least one transverse flange may comprise a plurality of holes for receiving fasteners.
[034] At least some of the transverse flanges may extend non-orthogonally from the plates.
[035] At least some of the corrugated metal sheets may additionally comprise joint plates adjacent to each of the at least one flange transverse to the sheet.
[036] For at least some of the corrugated metal sheets, one or more of the at least one longitudinal flange and the at least one transverse flange may comprise a groove to accommodate a gasket or an amount of sealant.
[037] For at least some of the corrugated sheet metal, each of the at least one longitudinal flange may comprise a first longitudinal flange having a protrusion and a second longitudinal flange having a groove sized to accommodate the protrusion of a corrugated sheet metal adjacent, each of the first longitudinal flange and the second longitudinal flange extending from a respective longitudinal edge of the sheet. For at least some of the corrugated sheet metal, each of the at least one transverse flange may comprise a first transverse flange comprising a protrusion and a second transverse flange comprising a groove sized to accommodate the protrusion of an adjacent corrugated sheet metal, each one of the first transverse flange and the second transverse flange extending from a respective transverse edge of the sheet. The groove can be sized to accommodate a gasket or a quantity of sealant.
[038] For at least some of the corrugated metal sheets, each of the at least one transverse flange may comprise one or more alignment features for mating with an adjacent sheet in contact. Alignment features can matingly mate with adjoining plate's alignment features. Each of the at least one transverse flange may comprise a plurality of alignment features. For at least some of the corrugated metal sheets, each of the at least one longitudinal flange may comprise one or more alignment features for mating with an adjacent sheet in contact. Alignment features can matingly mate with adjoining plate's alignment features. Each of the at least one longitudinal flange may comprise a plurality of alignment features.
[039] Corrugated metal sheets may additionally comprise one or more reinforcing flanges intermediate to the transverse edges of the sheets.
[040] Each of the at least one longitudinal flange may comprise a single longitudinal flange extending generally the length of each longitudinal edge, and each of the at least one transverse flange may comprise a single transverse flange extending from a general way by the length of each transverse edge.
[041] At least some of the corrugated sheet metal can be bent in one or more of a longitudinal direction and a transverse direction.
[042] The corrugated structure can be curved, and the longitudinal flanges of adjacent sheets can be aligned to define circumferential flanges of the corrugated structure, and where the transverse flanges of adjacent sheets can be aligned to define longitudinal flanges of the corrugated structure.
[043] Corrugated metal sheets can have a pitch between about 152.4 mm and about 500 mm, and a depth between about 50.8 mm and about 237 mm.
[044] In another aspect, a corrugated sheet metal is provided comprising a first flange extending along a first edge of the corrugated sheet metal, the first flange having alignment features thereon to match complementary alignment features of an adjacent board.
[045] The corrugated sheet metal may further comprise a second flange extending along a second edge of the corrugated sheet metal opposite the first edge and having alignment features thereon complementary to the alignment features on the first flange. The corrugated sheet metal may further comprise a third flange extending along a third edge of the corrugated sheet metal, the third flange having alignment features thereon to match complementary alignment features of an adjacent plate. The corrugated sheet metal may further comprise a fourth flange extending along a fourth edge of the corrugated sheet metal opposite the third edge and having alignment features thereon complementary to alignment features on the third flange.
[046] Alignment features can comprise bulges and notches. Each of the first flange and the second flange may comprise at least one protrusion or at least one notch, or both. Each of the third flange and the fourth flange may comprise at least one protrusion or at least one notch, or both.
[047] In another aspect, a method of assembling a corrugated structure formed of corrugated sheet metal is provided, the corrugated structure having corrugations extending transversely to the longitudinal length of the corrugated structure, at least some of the corrugated sheet metal comprising a flange longitudinal edge extending from each longitudinal edge and a transverse flange extending from each transverse edge, at least some of the flanges comprising alignment features, the method comprising: placing adjacent plates in contacting relationship such that alignment features in plates adjacents fit together; install fasteners through in-line holes to fasten adjacent sheets; and repeat placement and installation as necessary until the corrugated structure is assembled.
[048] The flanges can be on the outside of the corrugated structure, and where installation is performed from the outside of the corrugated structure. Flanges can be inside the corrugated structure, and where installation is performed from inside the corrugated structure.
[049] Each of the transverse flanges may comprise a first flange part and a second flange part. Each first flange part may have an upwardly facing orientation with respect to the sheet and each second flange part may have a downwardly facing orientation with respect to the sheet.
[050] The method may further comprise adding sealant between adjoining flanges. The sealer may comprise one or more sealer strips.
[051] At least some of the corrugated sheet metal can be bent in one or more of a longitudinal direction and a transverse direction.
[052] The corrugated structure may be curved, wherein the longitudinal flanges of adjacent sheets align to define circumferential flanges of the corrugated structure, and the transverse flanges of adjacent sheets align to define longitudinal flanges of the corrugated structure.
[053] Alignment features can comprise bulges and notches. Each of the at least some longitudinal flanges may comprise at least one protrusion or at least one notch, or both. Each of the at least some transverse flanges may comprise at least one protrusion or at least one notch, or both.
[054] The method may further comprise positioning an intermediate plate between adjacent sheets having different corrugation profile.
[055] The method may further comprise positioning at least one reinforcing member between adjacent corrugated metal sheets. The at least one reinforcement element may comprise one or more of a reinforcement rib, a reinforcement beam, a hollow structural section reinforcement rib and a box-shaped reinforcement rib.
[056] At least one of the corrugated metal sheets may comprise transverse flanges that extend non-orthogonally from the sheet. The method may further comprise installing the at least one corrugated metal sheet having transverse flanges extending non-orthogonally from the sheet as a closing plate of the corrugated structure.
[057] Corrugated metal sheets can have a pitch between about 152.4 mm and about 500 mm, and a depth between about 50.8 mm and about 237 mm. BRIEF DESCRIPTION OF THE DRAWINGS
[058] Modalities will now be described with reference to the attached drawings, in which:
[059] Figure 1 is a perspective view of an underpass system comprising an elevated structure;
[060] Figure 2 is a perspective view of a metal arch and bases that form part of the raised structure of Figure 1;
[061] Figure 3 is a perspective view of a portion of a corrugated sheet metal that forms part of the metal arch of Figure 2;
[062] Figure 4 is a sectional view of the corrugated sheet metal of Figure 3;
[063] Figure 5 is a partial exploded view of a sealing strip positioned between two corrugated metal sheets of Figure 3;
[064] Figures 6a to 6f are sectional views of alternative embodiments of corrugated sheet metal for use in the metal arch of Figure 2;
[065] Figure 7a is a sectional view of another embodiment of a corrugated sheet metal for use in the metal arch of Figure 2;
[066] Figure 7b is a sectional view of the corrugated sheet metal of Figure 7a taken along section line 7b-7b;
[067] Figure 8a is a perspective view of a portion of another embodiment of a corrugated sheet metal for use in the metal arch of Figure 2;
[068] Figure 8b is a front view of a part of another embodiment of a metal arch;
[069] Figure 8c is a front view of a tunnel casing;
[070] Figure 8d is a side view of another embodiment of a corrugated sheet metal forming part of the tunnel lining of Figure 8c;
[071] Figure 8e is a perspective view of a part of another embodiment of a corrugated sheet metal for use in the metal arch of Figure 2;
[072] Figures 9a, 9b and 9c are perspective views of parts of a reinforcement rib, a reinforcement beam and a concrete-filled hollow structural section reinforcement rib, respectively, for use in the metal arch of the figure 2;
[073] Figure 9d is a sectional view of a part of another embodiment of a metal arch, constructed of the reinforcement beam of Figure 9b and a box-shaped reinforcement rib for use in the metal arch of Figure 2 ;
[074] Figures 10a and 10b are perspective and sectional views, respectively, of parts of another embodiment of a metal arch;
[075] Figure 11 is a perspective view of a part of another embodiment of a metal arch;
[076] Figure 12 is a perspective view of a part of another embodiment of a metal arch;
[077] Figures 13a and 13b are perspective and front views, respectively, of a part of another embodiment of a metal arch, showing a support;
[078] Figures 14a and 14b are sectional views of parts of the metal arch of Figure 13b, taken along the section lines indicated;
[079] Figure 15 is a sectional view of a part of another embodiment of a metal arch;
[080] Figure 16 is a sectional view of a part of another embodiment of a metal arch;
[081] Figures 17a and 17b are schematic perspective views of parts of other forms of metal arches, showing different spacing between corrugated metal sheets;
[082] Figures 18a and 18b are perspective and sectional views, respectively, of parts of another embodiment of a metal arch;
[083] Figure 19 is a perspective view of parts of another embodiment of a corrugated sheet metal for use in the metal arch of Figure 2;
[084] Figure 20 is a perspective view of longitudinal flanges of adjacent corrugated metal sheets of another embodiment for use in the metal arch of Figure 2;
[085] Figure 21 is a perspective view of parts of another embodiment of a corrugated sheet metal for use in the metal arch of Figure 2;
[086] Figure 22 is a perspective view of a part of another embodiment of a corrugated sheet metal for use in the metal arch of Figure 2;
[087] Figures 23a and 23b are sectional views of parts of another embodiment of a corrugated sheet metal, showing adjacent corrugated metal sheets in non-contacting and contacting positions, respectively;
[088] Figure 24 is a perspective view of a part of another embodiment of a corrugated sheet metal for use in the metal arch of Figure 2;
[089] Figure 25 is a perspective view of adjacent corrugated sheet metal portions of another embodiment for use in the metal arch of Figure 2;
[090] Figure 26 is a perspective view of a part of another embodiment of a metal arch;
[091] Figures 27a and 27b are perspective and sectional views, respectively, of a base forming part of another embodiment of an elevated structure;
[092] Figures 27c and 27d are perspective and sectional views, respectively, of a prior art base forming part of a prior art elevated structure;
[093] Figures 28a and 28b are perspective views of an automated assembly tool and a gripper forming part thereof, respectively, to assemble the metal arch of figure 2;
[094] Figure 29 is a perspective view of a portion of a tunnel liner constructed from the corrugated sheet metal of Figure 6b; and
[095] Figure 30 is a partial sectional view in perspective of a bridge deck fabricated from another embodiment of a corrugated sheet metal. DETAILED DESCRIPTION OF MODALITIES
[096] Turning now to figures 1 and 2, a representative underpass system or similar underpass infrastructure is shown and is generally identified by reference number 20. As can be seen, the underpass system comprises a elevated structure 22 constructed of interlocking corrugated metal sheets or plates, and in the embodiment shown, elevated structure 22 is a box-like structure. Above the elevated structure 22 there is a prescribed embankment depth 24, on top of which is a road 26 constructed in the usual manner. In the embodiment shown, elevated structure 22 comprises a pair of bases 28 and a metal arch 30 supported by bases 28. Metal arch 30 is constructed of a plurality of interconnected structural corrugated metal sheets defining alternating ridges and channels. The ridges and channels extend transversely to the longitudinal length of the metal arch 30. The corrugated metal sheets are held together by fasteners to achieve the desired assembled structure, as will be described below. The bases 28 are placed on a layer of compacted granular material 34 which lies above the compacted ground. A road (not shown) formed from a layer of reinforced concrete and/or compacted asphalt is provided over compacted granular material 34 and extends through the metal arch 30.
[097] Turning now to Figures 3 and 4, one of the corrugated metal sheets forming part of the metal arch 30 is shown, and generally indicated by reference numeral 32. The corrugated metal sheet 32 is formed a in order to define the ridges 32a and alternating channels 32b extending the length of the corrugated sheet metal 32, and in this embodiment the corrugated sheet metal 32 is a steel sheet. Corrugated sheet metal 32 is circumferentially curved whereby the ridges and channels are curved along their lengths and thus define a circumferential radius of curvature of sheet 32. As will be appreciated, such circumferential curvature allows sheet 32 to be well. Suitable for use on curved metal arch 30.
[098] The plate 32 has longitudinal circumferential edges or opposite sides that are generally parallel to the lengths of the ridges 32a and the channels 32b. Extending generally the length of each longitudinal circumferential edge is a longitudinal circumferential flange 44 to provide a surface against which any of, for example, a longitudinal circumferential flange 44 of an adjacent plate 32, a reinforcing member, or any other suitable support surface can abut. In this embodiment, the circumferential longitudinal flanges 44 are formed by bending the plate 32 along the circumferential longitudinal edges and, as shown, the circumferential longitudinal flanges 44 are bent downward relative to the plate 32. Each circumferential longitudinal flange 44 has a plurality of spaced holes 46 formed therein, with each hole 46 being configured to receive a respective fastener. In this mode, the fasteners are screws 48, however it will be appreciated that other suitable fasteners (welds, rivets, etc.) can be used.
[099] In the embodiment shown, the ridges 32a and the alternating channels 32b define a periodic pattern, and the longitudinal circumferential flanges 44 are positioned so as to be generally centered in the channels 32b of the plate 32. In this way, when the flanges 44 of adjacent plates 32 are in contact, the periodic pattern of ridges 32a and channels 32b is maintained across adjacent plates 32. In this embodiment, plate 32 has a pitch, i.e., a spacing between adjacent ridges 32a, of about 381 mm, and a depth, i.e., the distance from the bottom of a channel 32b to the top of a ridge 32a, of about 140 mm.
[100] Each plate 32 is terminated by transverse edges or opposing ends that are generally orthogonal to the lengths of the ridges 32a and channels 32b. Generally extending the length of each transverse edge, and following the contour of the ridges 32a and channels 32b, there is a transverse flange 54. In this embodiment, each transverse flange 54 is joined to the plate 32 by welding, and is sized and positioned to provide a first flange portion 56 having a downwardly facing orientation with respect to plate 32 and a second flange portion 58 having an upwardly facing orientation with respect to plate 32. The transverse flange 54 is configured to providing a surface against which any of, for example, a transverse flange 54 of an adjacent plate 32, a base 28, a gusset or other suitable support surface can abut. Each transverse flange 54 has a plurality of holes 60 formed therein, with each hole 60 being configured to receive a respective fastener. In this mode, the fasteners are screws 48, however it will be appreciated that other suitable fasteners (welds, rivets, etc.) can be used.
[101] The longitudinal circumferential flanges 44 and the transverse flanges 54 advantageously allow butt joints to be formed between adjacent plates 32. As will be appreciated, such butt joints inherently provide an axial strength which is largely a function of the axial strength of the sheet material, and which is greater than the axial strength of lap joints formed by overlaying conventional corrugated metal sheets. In the latter case, the axial strength of the lap joint is largely a function of the shear strength of fasteners passing through the lap plate portions.
[102] Additionally, butt joints formed between adjacent plates 32 advantageously enable the elevated structure 22 to be mounted on a single side of the elevated structure, such as above or below the elevated structure, as compared to an elevated structure formed by overlapping. conventional plates, for which typically two or more individuals are required to secure each bolt to the frame. Those skilled in the art will understand that this feature enables assembly of elevated structures using robotic or automated assembly equipment, as will be further described below.
[103] In this embodiment, the metal arch 30 further comprises sealing strips 62 positioned between adjacent longitudinal circumferential flanges 44 of adjacent plates 32, as shown in Figure 5, and between adjacent transverse flanges 54 of adjacent plates 32. Each sealing strip 62 has a plurality of holes (not shown) therein which are sized and positioned to be aligned with holes 46 and 60 of flanges 44 and 54, respectively, with each hole enabling a respective fastener 48 to cross it. As will be understood, the sealing strip 62 provides a seal against the flow of fluid, such as rainwater or groundwater, through the joints formed between adjacent plates 32, and thus advantageously provides general watertightness to the arch. of assembled metal 30 and also advantageously enables the assembled metal arch 30 to maintain fluid pressure. In this embodiment, the sealing strip 62 is a strip of resilient polymeric material, however those skilled in the art will understand that the sealing strip 62 alternatively may be a quantity of a suitable sealing material, such as, for example, caulking, or a gasket. rubber and more.
[104] As will be appreciated, the sealing strip 62 can be used in combination or replaced with a compression block (not shown) positioned between the adjacent longitudinal circumferential flanges 44 of the adjacent plates 32 and/or between the adjacent transverse flanges 54 of the 32 adjacent plates. The compression block is a plate of resilient material that generally absorbs loads exerted on the metal arch 30. As will be appreciated, the use of the plates 32 having the longitudinal circumferential flanges 44 and the transverse flanges 54 allows blocks to compression are advantageously incorporated at multiple locations within the metal arch 30, and not just between the sheets and bases such as in prior art metal arches formed from conventional corrugated metal sheets such as described, for example, in US Patent 4,010. 617 to Armco Steel Corporation. Such incorporation of compression blocks at multiple locations within metal arch 30 enables metal arch 30 to have increased resistance to loads imposed thereon as compared to prior art metal arches.
[105] As will be understood, when the elevated structure 22 is assembled, the corrugated sheet metal 32 are connected end to end and side by side with the transverse flanges 54 and the longitudinal flanges 44 of the adjacent corrugated sheet metal 32 being at contact.
[106] When the raised frame 22 is assembled, the transverse flanges are aligned to define longitudinal flanges that extend parallel to the longitudinal length of the metal arch 30, and the longitudinal circumferential flanges are aligned to define circumferential flanges that extend in one direction The circumferential corrugated metal arches are easily described below, the transverse corrugated flanges are referred to as the longitudinal flanges, and the circumferential longitudinal flanges of the corrugated metal sheets are referred to as the circumferential flanges.
[107] The flange configuration of the corrugated sheet metal is not limited to that of the embodiment described above and in other embodiments the corrugated sheet metal may have other flange configurations. For example, Figure 6a shows another embodiment of a corrugated sheet metal for use in metal arch 30, and which is generally indicated by reference numeral 132. Sheet 132 is generally similar to sheet 32 described above and with reference to Figures 3 to 5, but comprises an upwardly bent circumferential flange 144 extending the length of each circumferential edge.
[108] Other configurations are still possible. Figure 6b shows another embodiment of a corrugated metal sheet for use in metal arch 30, and which is generally indicated by reference numeral 232. Sheet 232 is generally similar to sheet 32 described above and with reference to Figures 3 to 5, but comprises a longitudinal flange 254 extending the length of each longitudinal edge, and following the contour of the ridges and channels. Each longitudinal flange 254 is sized and positioned to have a downwardly facing orientation with respect to sheet 232. Sheet 232 also comprises a circumferential downwardly bent flange 244 extending the length of each circumferential edge. As will be appreciated, fasteners can be inserted more easily through the holes (not shown) of the down-folded circumferential flanges 244 of the plate 232 as compared, for example, to inserting through the holes (not shown) of the up-folded circumferential flanges 144 of plate 132 described above and with reference to Figure 6a.
[109] Figure 6c shows yet another embodiment of a corrugated sheet metal for use in metal arch 30, and which is generally indicated by reference numeral 332. Sheet 332 is generally similar to sheet metal 32 described above and with reference to Figures 3 to 5, but comprises a longitudinal flange 354 extending the length of each longitudinal edge, and following the contour of the ridges and channels. Each longitudinal flange 354 is dimensioned and positioned to have an upwardly facing orientation with respect to sheet 332. Sheet 332 also comprises a circumferential downwardly bent flange 344 extending the length of each circumferential edge.
[110] Figure 6d shows yet another embodiment of a corrugated sheet metal for use in metal arch 30, and which is generally indicated by reference numeral 432. Sheet 432 is generally similar to sheet metal 132 described above and with reference to Figure 6a, but comprises a longitudinal flange 454 extending the length of each longitudinal edge, and following the contour of the ridges and channels. Each longitudinal flange 454 is sized and positioned to have a downwardly facing orientation with respect to sheet 432. Sheet 432 also comprises an upwardly bent circumferential flange 444 extending the length of each circumferential edge.
[111] Figure 6e shows yet another embodiment of a corrugated sheet metal for use in metal arch 30, and which is generally indicated by reference numeral 532. Sheet 532 is generally similar to sheet metal 132 described above and with reference to Figure 6a, but comprises a longitudinal flange 556 extending the length of each longitudinal edge, and following the contour of the ridges and channels. Each longitudinal flange 556 is sized and positioned to have an upwardly facing orientation with respect to sheet 532. Sheet 532 also comprises an upwardly bent circumferential flange 544 extending the length of each circumferential edge.
[112] Corrugated sheet metal may alternatively comprise circumferential flanges bent both up and down. For example, Figure 6f shows yet another embodiment of a corrugated sheet metal for use in metal arch 30, and which is generally indicated by reference numeral 632. Sheet 632 is generally similar to sheet metal 32 described above and with reference to Figures 3 to 5, but comprises a circumferential flange 644 extending the length of each circumferential edge and which is joined to plate 632 by welding. Each circumferential flange 644 is dimensioned and positioned to provide a first circumferential flange portion 645 having a downwardly facing orientation with respect to plate 632 and a second circumferential flange portion 646 having an upwardly facing orientation with respect to plate 632. Plate 632 also comprises a longitudinal flange 654 extending the length of each longitudinal edge, and following the contour of the ridges and channels. Each longitudinal flange 654 is dimensioned and positioned to provide a first flange portion 656 having a downwardly facing orientation with respect to plate 632 and a second flange portion 658 having an upwardly facing orientation with respect to plate 632.
[113] It will be appreciated that the corrugated metal sheets described above and with reference to figures 3 to 6f are well suited for use in curved structures such as, for example, tunnel linings. In tunnel linings, for example, curved corrugated sheet metal having circumferential flanges and longitudinal flanges facing the interior of the structure may be required in order to enable assembly of the structure from the inside.
[114] The corrugated metal sheets shown in Figures 3 through 6f, and in other embodiments below, are circumferentially curved whereby the ridges and channels are curved along their lengths and thus define a circumferential radius of curvature of the sheet. However, those skilled in the art will understand that the corrugated sheet metal alternatively may be generally flat, whereby the lengths of the ridges and channels define broadly parallel planes extending the length of the sheet. Those skilled in the art will also understand that the corrugated sheet metal may, or alternatively, be curved longitudinally, whereby the longitudinal edges are curved and thus define a longitudinal radius of curvature of the sheet. Those skilled in the art will also understand that the radius or radii of curvature may not be constant, and may vary along one or more of the circumferential and longitudinal edges of the sheet.
[115] Figures 7a and 7b show another embodiment of a corrugated sheet metal for use in metal arch 30, and which is generally indicated by reference numeral 732. Sheet 732 is generally similar to plate 32 described above and with reference to Figures 3 to 5, and comprises a circumferentially downwardly folded flange 744 extending the length of each circumferential edge, and a longitudinal flange 754 extending the length of each longitudinal edge. Each longitudinal flange 754 is sized and positioned to provide a first flange portion 756 having a downwardly facing orientation with respect to plate 732 and a second flange portion 758 having an upwardly facing orientation with respect to plate 732. 732 further comprises splice plates 786 adjacent to the first and second flange portions 756 and 758 of plate 732. In the embodiment shown, splice plates 786 are positioned in the ridges and channels of plate 732, however those skilled in the art will understand that the 786 splice plates can be positioned at other locations on plate 732, such as ridges only, ridges only, ridges and runners only, and so on. As will be understood, splice plates 786 provide support for longitudinal flanges 754, and thus reinforce plate 732.
[116] In other embodiments, the flanges may alternatively extend from the sheet non-orthogonally. For example, Figure 8a shows a part of another embodiment of a corrugated sheet metal for use in metal arch 30, and which is generally indicated by reference numeral 832. Sheet 832 is generally similar to plate 232 described above and with reference to Figure 6b, and comprises a longitudinal flange 854 extending the length of each longitudinal edge and following the contour of the ridges and channels. Each longitudinal flange 854 has a generally downwardly oriented orientation with respect to sheet 832, and extends from sheet 832 non-orthogonally to form a rake angle A with sheet 832, and where angle A is not equal to 90 degrees as shown by the dotted lines. Similar to sheet 232, sheet 832 also comprises a circumferential downwardly bent flange 844 extending the length of each circumferential edge.
[117] It will be understood that these two (2) adjacent and contacting plates 832 may be oriented non-horizontally in order to advantageously define a generally vertical butt joint. Sheet 832, therefore, is well suited for use in curved structures, such as, for example, a metal archway or a tunnel liner, where vertical butt joints may be desired to provide support points for suspending an apparatus inside. of the curved structure. For example, Figure 8b shows a part of another embodiment of a metal arch 830 constructed from the sheets 832. As can be seen, the longitudinally extending I-beams 874 extend for a portion of the length of the metal arch 830 are positioned between circumferentially adjacent plates 832. The longitudinal flanges 854 of two (2) adjacent plates 832, and the I-beams 874, define the generally vertical butt joints 845. The butt joints 845 may provide support points for suspending an apparatus (not shown) on the interior of the 830 metal arch.
[118] It will be appreciated that a corrugated sheet metal having non-orthogonal longitudinal flanges is well suited for use in curved structures, such as, for example, in a metal arch or in a tunnel lining, and where non-orthogonal longitudinal flanges allow the sheet to be easily inserted as the final or “closure” part of the curved structure during assembly. For example, Figures 8c and 8d show a sheet 932 having two longitudinal flanges 954 that extend from sheet 932 non-orthogonally, and each of which forms a slope angle B with sheet 932, with angle B being less than 90 degrees . As will be understood, the configuration of the two non-orthogonal longitudinal flanges 954 allows sheet 932 to be inserted as the final piece of a tunnel liner 930 during assembly.
[119] Figure 8e shows a part of another embodiment of a corrugated sheet metal for use in metal arch 30, and which is generally indicated by reference numeral 1032. Sheet 1032 is generally similar to plate 832 described above and with reference to Figure 8a, but comprises a longitudinal flange 1054 extending the length of each longitudinal edge. Each longitudinal flange 1054 is dimensioned, shaped and positioned to provide a first flange portion 1056 and having a generally downwardly oriented orientation with respect to plate 32 and following the contour of the ridges and channels, and a second flange portion. flange 1058 having a generally upward orientation with respect to plate 32 and having a rectangular profile. Longitudinal flange 1054 extends from sheet 1032 non-orthogonally in order to form an inclination angle A with sheet 1032, and where angle A is not equal to 90 degrees, as shown in Figure 8e. Sheet 1032 also comprises a circumferentially down-folded flange 1044 extending the length of each circumferential edge.
[120] To provide additional support and to increase the load-bearing capacities of the overhead structure 22, one or more reinforcing elements may be attached to the overhead structure 22. For example, one embodiment of a reinforcing element in the form of a rib of reinforcement for use in the metal arch 30, and which is generally indicated by reference numeral 1174, is shown in Figure 9a. The reinforcing rib 1174 comprises a central core 1176 having a longitudinal shape. In this embodiment, central core 1176 is cast concrete, and comprises an array of reinforcing rods 1177 extending lengthwise within central core 1176. Reinforcing rib 1174 further comprises mounting plates 1178a and 1178b attached to core 1176 Each mounting plate 1178a and 1178b comprises a plurality of threaded pins 1180 extending outwardly therefrom. Thread pins 1180 are sized and positioned to be received in holes formed in the circumferential flanges of corrugated sheet metal, enabling the reinforcing rib 1174 to be secured to one or more corrugated sheet metal.
[121] Other forms of reinforcement elements can be used. For example, Figure 9b shows another embodiment of a reinforcement element in the form of a reinforcement beam, and which is generally indicated using the reference numeral 1274. In the embodiment shown, the reinforcement beam 1274 is in the form of of a steel I-beam, and comprises a pair of flanges 1276 joined by a central web 1278 extending the length of flanges 1276. Web 1278 comprises a plurality of holes 1280 therethrough which are positioned to align with holes formed in circumferential flanges of corrugated sheet metal, enabling reinforcement beam 1274 to be secured to one or more corrugated sheet metal.
[122] It will be understood that the reinforcement beam is not limited to an I-beam configuration, and may be in the form of a beam of different cross-sectional shape, such as, for example, a C-beam, a T-beam, a beam crate, a hollow structural section (HSS), or an otherwise suitable cross-sectional beam.
[123] Other forms of reinforcement elements can still be used. For example, Figure 9c shows a concrete-filled HSS reinforcement rib for use with the corrugated sheet metal 32, and which is generally indicated using reference numeral 1374. The HSS reinforcement rib 1374 comprises a structural section hollow 1376 having an internal cavity C. In this embodiment, the internal cavity C is filled with concrete and comprises an array of reinforcement rods 1377 extending lengthwise within cavity C. The reinforcement rib HSS 1374 additionally comprises a plurality of threaded studs 1380 extending outward from hollow structural section 1376. Threaded studs 1380 are sized and positioned to be received in holes formed in the circumferential flanges of corrugated sheet metal, enabling the HSS 1374 reinforcement rib to be secured to one or more corrugated metal sheets.
[124] Although the portions of the reinforcement rib 1174, the reinforcement beam 1274 and the reinforcement rib HSS 1374 are shown in Figures 9a to 9c as being generally flat, it will be appreciated that these reinforcement elements may be circumferentially curved. along their lengths as needed to allow the reinforcing elements to be used in the metal arch 30.
[125] Other forms of reinforcement elements can still be used. For example, Figure 9d shows a part of another embodiment of a metal arch, which is generally referred to using the reference numeral 1430 and which is constructed of corrugated metal sheets 32. The metal arch 1430 comprises a reinforcement beam 1274, and further comprises a reinforcement element in the form of a box-shaped reinforcement rib 1474. The box-shaped reinforcement rib 1474 comprises a pair of the reinforcement beams 1484 which are joined by a pair of reinforcement plates 1488 extending the length of reinforcement beams 1484. Each reinforcement plate 1488 is secured to flanges of reinforcement beams 1484. In the embodiment shown, each reinforcement beam 1484 is in the form of a steel I-beam. The reinforcement beams 1484 and the reinforcement plates 1488 define an internal cavity C which, in this embodiment, is filled with concrete to increase the strength of the box-shaped reinforcement rib 1474. The core of each reinforcement beam 1484 comprises a plurality of holes (not shown) therethrough that are positioned to align with holes formed in the circumferential flanges of corrugated sheet metal, enabling the box-shaped reinforcing rib 1474 to be secured to one or more corrugated sheet metal.
[126] Figures 10a and 10b show parts of another embodiment of a metal arch, and which is generally indicated using the reference numeral 1530. The metal arch 1530 is constructed of a plurality of corrugated metal sheets interconnected structural 32 which are arranged in two similarly oriented layers to define a double layer having a first layer of sheets 1533a and a second layer of sheets 1533b. Plates 32 of first layer 1533a are separated from plates 32 of second layer 1533b by a plurality of spacer plates 1583 positioned between circumferential flanges 44 of adjacent plates 32. Each of the spacer plates 1583 has a plurality of holes 1584 formed therein arranged in two rows, and which are positioned to align with the holes 46 of the circumferential flanges 44, enabling the spacer plates 1583 to be secured to the plates 32 using fasteners. suitable. In this modality, the fasteners are bolts 48, however it will be appreciated that other suitable fasteners (welds, rivets, etc.) satisfying specific structural and load requirements may be used.
[127] Plates 32 and spacer plates 1583 of metal frame 1530 define a plurality of internal cavities C. One or more of the cavities may be filled with concrete to provide internal reinforcement of metal frame 1530. (not shown) can be secured to the inner surfaces of the sheets 32 to provide a shear resistant bond at the metal-concrete interface.
[128] As will be appreciated, the spacing of the opposing plates 32 is defined by the height of the spacer plates 1583. The height of the spacer plates 1583, therefore, can be selected to provide a desired total volume of the internal cavities C, and in turn a desired amount of internal reinforcement of the 1530 metal arch.
[129] Figure 11 shows a part of another embodiment of a metal arch, and which is generally indicated using reference numeral 1630. The metal arch 1630 is constructed of a plurality of structural corrugated metal sheets 32 interconnected, which are arranged to define a double layer having a first layer of sheets 1633a and a second layer of sheets 1633b. The sheets 32 of the first layer 1633a are separated from the sheets 32 of the second layer 1633b by a plurality of hollow structural sections 1683 which are secured to the ridges of the sheets 32 forming the first layer 1633a and the channels of the sheets 32 forming the second layer 1633b . Each of the 1683 hollow frame sections is secured to the plates 32 by suitable fasteners (not shown). In this modality the fasteners are screws, however it will be appreciated that other suitable fasteners (welds, rivets, etc.) satisfying specific structural and load requirements may be used.
[130] Each hollow frame section 1683 defines an inner cavity C1, and inner surfaces of plates 32 and outer surfaces of hollow frame sections 1683 define a plurality of inner cavities C2 within metal arch 1630. One or more of cavities C1 and C2 can be filled with concrete to provide internal reinforcement of the 1630 metal arch, and shear resistant pins (not shown) can be attached to the inner surfaces of the plates 32 and/or the inner and/or outer surfaces of the hollow structural sections 1683 to provide a shear resistant bond at the metal-concrete interface.
[131] As will be appreciated, the spacing of opposing plates 32 is defined by the height of hollow frame sections 1683. The height of hollow frame sections 1683 can therefore be selected to provide a desired total volume of internal cavities C1 and C2, and in turn a desired amount of internal reinforcement of the metal arch 1630.
[132] Other structures can be used to separate sheets arranged in double layers. For example, Figure 12 shows a part of another embodiment of a metal arch, and which is generally indicated using reference numeral 1730. The metal arch 1730 is constructed of a plurality of structural corrugated metal sheets 232 interconnected as described above and with reference to Figure 6b. Corrugated metal sheets 232 are arranged to define a double layer having a first layer of sheets 1733a and a second layer of sheets 1733b. Plates 232 of first layer 1733a are separated from plates 232 of second layer 1733b by a plurality of continuous blade-shaped supports 1783 positioned between circumferential flanges 244 of adjacent plates 232. Each of the continuous blade holders 1783 has a plurality of holes formed therein which are arranged in two rows and are positioned to align with holes in the circumferential flanges 244, enabling the continuous blade holders 1783 to be attached to the plates 232 using suitable fasteners. In this modality the fasteners are screws, however it will be appreciated that other suitable fasteners (welds, rivets, etc.) satisfying specific structural and load requirements may be used.
[133] Still other structures can be used to separate sheets arranged in double layers. For example, Figures 13a to 14b show parts of another embodiment of a metal arch, and which is generally indicated using the reference numeral 1830. The metal arch 1830 is constructed of a plurality of corrugated metal sheets interconnected structures 232 which are arranged to define a double layer having a first layer of sheets 1833a and a second layer of sheets 1833b. Shear resistant pins 1884 are secured to the inner surfaces of plates 232. Plates 232 of first layer 1833a are separated from plates 232 of second layer 1833b by a plurality of spacer supports 1883. Each spacer support 1883 is formed of structural rod, such as as, for example, steel rebar, and engages with shear-resistant pins 1884 to secure sheets 232 of first layer 1833a to sheets 232 of second layer 1833b. Additionally, the spacer brackets 1883 provide points through which the plates 232 of the first layer 1833a can be suspended during assembly, to facilitate assembly of the metal frame 1830.
[134] Figure 15 shows a part of another embodiment of a metal arch, and which is generally indicated using the reference numeral 2030. The metal arch 2030 is constructed of a plurality of structural corrugated metal sheets 32 interconnected which are arranged in two oppositely oriented layers in the metal arch 2030, in order to define a double layer having a first layer of sheets 2033a and a second layer of sheets 2033b. In the embodiment shown, the sheets of the first layer 2033a are inverted such that the channels of the sheets 32 forming the first layer 2033a are in contact with the channels of the sheets 32 forming the second layer 2033b. A plurality of holes 2082 are formed generally along the centers of the channels, with each hole 2082 being sized to receive a respective fastener to enable the opposing plates 32 to be secured together. In this modality, the fasteners are bolts 48, however it will be appreciated that other suitable fasteners (welds, rivets, etc.) satisfying specific structural and load requirements may be used.
[135] In this embodiment, the metal arch 2030 additionally comprises cavities C formed between pairs of opposing channels. In the embodiment shown, one of the cavities C is filled with concrete to provide an internal reinforcing rib 2085. The shear resistant pins 2084 are secured to the inner surfaces of the plates 32 defining the cavities C to provide a shear resistant bond at the interface metal-concrete.
[136] Figure 16 shows yet another embodiment of a part of a metal frame, and which is generally indicated using reference numeral 2130. Similar to the metal frame 2030 described above and with reference to Figure 15, metal arch 2130 is constructed of a plurality of interconnected structural corrugated metal sheets 32 which are arranged in two layers oppositely oriented in metal arch 2130 to define a double layer having a first layer 2133a of sheets and a second layer 2133b of plates. In the embodiment shown, plates 32 of first layer 2133a are separated from plates 32 of second layer 2133b by a plurality of spacer plates 2181 secured to circumferential flanges 44 of opposing plates 32. As will be appreciated, the spacing of the opposing plates 32 is defined by the height of the spacer plates 2181, and the height of the spacer plates 2181, therefore, can be selected to provide both a desired degree of reinforcement and a desired volume of confinement. A plurality of holes 2182 are generally formed along the centers of the channels, with each hole 2182 being dimensioned to receive a respective fastener to enable the opposing plates 32 to be secured together. In this modality, the fasteners are 2183 screws, however it will be appreciated that other suitable fasteners (welds, rivets, etc.) satisfying specific structural and load requirements may be used.
[137] Opposite plates 32 and plates 2181 of metal frame 2130 define a plurality of internal cavities C, with one or more of the cavities being filled with concrete to provide internal reinforcement of the metal frame. Shear resistant pins 2184 are secured to the inner surfaces of plates 32 and spacer plates 2183 to provide a shear resistant bond at the metal-concrete interface. In this modality, tubular ducts 2186 are also provided within the cavity filled with concrete.
[138] Structural corrugated metal sheets arranged in double layers in metal arches are not limited to the configurations shown above, and in other embodiments the metal arch may alternatively have a different configuration. For example, Figures 17a and 17b schematically show parts of yet another embodiment of a metal arch 2230 which is constructed of a plurality of interconnected structural corrugated metal sheets 232. Corrugated metal sheets 232 are arranged in two oppositely oriented layers in metal arch 2230 to define a double layer having a first layer 2233a of sheets and a second layer 2233b of sheets. In the example shown in Figure 17a, the sheets of the second layer 2233b are inverted. As a result, the sheets of the first layer 2233a are positioned such that the tops of the sheets 232 forming the first layer 2233a are in contact with the apexes of the sheets 232 forming the second layer 2233b. In the example shown in Figure 17b, the sheets of the first layer 2233a are positioned such that the apexes of the sheets 232 forming the first layer 2233a are aligned with the apexes of the sheets 232 and spaced from them to form the second layer 2233b. As will be appreciated, the spacing of the opposing sheets 232 can be defined by a height of any suitable spacer element (not shown), and the height of each spacer element can be selected to provide a desired containment volume, and in turn a desired amount of 2230 metal arch reinforcement.
[139] As will be appreciated, the circumferential and longitudinal flanges of corrugated sheet metal advantageously allow adjacent corrugated sheet metal of different profiles, such as different corrugation pitches and/or different corrugation depths, to be secured together at an easy way, and without the need to form lap joints by partially overlapping neighboring sheets. For example, Figures 18a and 18b show parts of another embodiment of a metal arch 2322 comprising a plurality of corrugated metal sheets 2332a and 2332b, with sheets 2332a and sheets 2332b having respective different profiles. In the embodiment shown, the pitch and depth of plate 2332a is greater than the pitch and depth of plate 2332b. Each of the corrugated metal sheets 2332a and 2332b is generally similar to the sheet 32 described above and with reference to Figures 3 to 5, and has a pair of circumferential edges that are generally parallel to the longitudinal geometric axes of the ridges and the channels. Extending generally the length of the circumferential edge of each corrugated sheet metal 2332a is a circumferential flange 2344a having a plurality of holes 2346a formed therein, with each hole 2346a being configured to receive a respective fastener. Similarly, generally extending the length of the circumferential edge of each corrugated sheet metal 2332b is a circumferential flange 2344b having a plurality of holes 2346b formed therein, with each hole 2346b being configured to receive a respective fastener. In the embodiment shown, the placement of holes 2346a and 2346b is different.
[140] In the embodiment shown, adjacent sheets 2332a and 2332b are secured using an intermediate plate 2384. Intermediate plate 2384 has two (2) rows of holes formed therein, with the holes in each row having the same positioning as holes 2346a and 2346b from plates 2332a and 2332b. The two rows of holes in the 2384 intermediate plate are spaced apart by an offset distance. As will be appreciated, intermediate plate 2384 effectively serves as an adapter to allow adjacent plates 2332a and 2332b to be secured together.
[141] To facilitate metal arch assembly, corrugated sheet metal flanges may comprise alignment features. For example, Figure 19 shows another embodiment of corrugated sheet metal for use in metal arch 30, each sheet generally being referred to using reference number 2432. Each sheet 2432 is generally similar to sheet 232 described above and with reference to Figure 6b, and comprises a longitudinal flange 2454 extending the length of each longitudinal edge. Each longitudinal flange 2454 comprises a pin 2490 extending outwardly from flange 2454. Each flange 2454 also comprises a notch 2492 which is sized and positioned to accommodate pin 2490 extending from an opposite flange 2454 of an adjacent plate 2432, such as as shown in Figure 19. Similarly, pin 2490 extending outwardly from flange 2454 is positioned to be received in a notch 2492 of an opposing flange 2454 of an adjacent plate 2432. Thus, although not shown, but as will be understood, the relative positions of pins 2490 and notches 2492 generally are reversed to longitudinal flanges 2454 at opposite ends of a corrugated sheet metal 2432. In this manner, pin 2490 of a first plate 2432 engages with notch 2492 of a second plate 2432. Each flange 2454 additionally has a plurality of holes formed therein, with each hole being configured to receive a respective fastener (not shown) to allow adjacent plates 2432 to are tied together. As will be appreciated, pin 2490 and notch 2492 advantageously ensure that adjacent plates 2432 are correctly aligned with one another before being secured with fasteners.
[142] Although alignment features comprising pins and notches have been described, alignment feature matching formations having other configurations can be used. For example, in other embodiments, each sheet may alternatively comprise a longitudinal flange comprising only one (1) or more pins and no notches, and a longitudinal flange comprising only one (1) or more corresponding notches and no pins. As will be understood, in addition to ensuring that adjacent sheets are correctly aligned with each other before being secured with fasteners, such a configuration would also ensure that adjacent sheets would be arranged in a correct order relative to each other before being secured with fasteners.
[143] Other configurations are still possible. For example, Figure 20 shows a pair of adjacent corrugated sheet metal longitudinal flanges of another embodiment, each longitudinal flange generally being referred to using the reference numeral 2554. Each longitudinal flange 2554 comprises two (2) pins 2590 extending outwardly from flange 2554. Each flange 2554 also comprises two (2) oval apertures 2592 which are sized and positioned to accommodate pins 2590 extending from an opposite flange 2554 of an adjacent plate, as shown in Figure 20 Similarly, each stud 2590 extending outwardly from flange 2554 is positioned to be received in an oval opening 2592 of an opposing flange 2554 of an adjacent plate. Thus, although not shown, but as will be understood, the relative positions of pins 2590 and oval apertures 2592 are generally reversed to longitudinal flanges 2554 at opposite ends of a corrugated sheet metal. Each flange 2554 additionally has a plurality of holes formed therein, with each hole being configured to receive a respective fastener (not shown) to allow adjacent sheets to be secured together. As will be appreciated, pins 2590 and oval openings 2592 advantageously ensure that adjacent sheets are correctly aligned with one another before being secured with fasteners. Additionally, and as will be appreciated, the pins 2590 and the oval openings 2592 advantageously allow a plate to be supported by another plate before or during insertion of fasteners, thus facilitating the assembly of the metal arch, or any other assembled structure. of the plates.
[144] Other configurations are still possible. For example, Figure 21 shows another embodiment of a corrugated sheet metal which is generally referred to using the reference numeral 2632. Sheet 2632 is generally similar to sheet 232 described above and with reference to 6b , and comprises a longitudinal flange 2654a extending the length of a first longitudinal edge and a longitudinal flange 2654b extending the length of a second longitudinal edge. Longitudinal flange 2654a is generally similar to longitudinal flange 254 of sheet 232. Longitudinal flange 2654b is also generally similar to longitudinal flange 254 of sheet 232, but additionally comprises a center alignment bracket 2690 and two (2. ) end alignment brackets 2692. Center alignment bracket 2690 and end alignment brackets 2692 are sized and positioned to mate with longitudinal flange 2654a of an adjacent plate 2632 in contact. The flanges 2654a and 2654b and the alignment brackets 2690 and 2692 each have one or more holes formed therein, with each hole being configured to receive a respective fastener (not shown) to allow adjacent plates 2632 to be secured to one another. other. As will be appreciated, alignment brackets 2690 and 2692 advantageously ensure that adjacent plates 2632 are correctly aligned relative to one another before being secured with fasteners.
[145] In other embodiments, corrugated sheet metal flanges may comprise features to accommodate other forms of sealing strip. For example, Figure 22 shows another embodiment of a corrugated sheet metal which is generally indicated by the reference numeral 2732. Corrugated sheet metal 2732 is generally similar to sheet 232 described above and with reference to Figure 6b, and comprises a circumferential flange 2744 extending generally the length of each circumferential edge. Plate 2732 also comprises a longitudinal flange 2754 extending generally the length of each longitudinal edge, and following the contour of the ridges and channels. Along the length of each circumferential flange 2744 extends a groove 2794, which is sized and shaped to accommodate a longitudinally shaped gasket (not shown). Similarly, along the length of each longitudinal flange 2754 extends a groove 2795 which is sized and shaped to accommodate a properly shaped gasket (not shown). As will be understood, when circumferential flanges 2744 of adjacent plates 2732 are in contact, grooves 2794 provide a cavity (not shown) within which the gasket is retained. Similarly, when longitudinal flanges 2754 of adjacent plates 2732 are in contact, grooves 2795 provide a cavity (not shown) within which the gasket is retained. Each gasket provides a seal against the flow of fluid, such as, for example, rainwater or groundwater, through gaskets formed between adjacent plates 2732. The seals advantageously provide general watertightness to an assembled structure of the plates 2732, and also advantageously enable the structure to maintain fluid pressure.
[146] Corrugated sheet metal flanges may comprise yet other features to accommodate other forms of sealing strip. For example, Figures 23a and 23b show another embodiment of a corrugated sheet metal which is generally indicated by the reference numeral 2832. The sheet 2832 is generally similar to the sheet 232 described above and with reference. to Figure 6b , and comprises circumferential flanges 2844a and 2844b extending generally the length of opposite circumferential edges thereof. Sheet 2832 also comprises longitudinal flanges 2854a and 2854b (not shown) generally extending the length of opposite longitudinal edges thereof, and following the contour of the ridges and channels. Along the length of the circumferential flange 2844a extends a longitudinally shaped projection 2896, while along the length of the circumferential flange 2844b extends a longitudinally shaped groove 2897, which is sized and shaped to accommodate both the 2896 projection of an adjacent plate as a longitudinally shaped gasket (not shown). Similarly, along the length of the longitudinal flange 2854a extends a projection 2899. Along the length of the longitudinal flange 2854b (not shown) extends a groove (not shown) that is sized and shaped to accommodate both the projection 2899 of an adjacent plate or a properly shaped gasket (not shown). As will be appreciated, when circumferential flanges 2844a and 2844b of adjacent plates 2832 are in contact, projections 2896 and slots 2897 provide a cavity (not shown) within which the gasket is retained. Similarly, when the longitudinal flanges 2854a and 2854b (not shown) of adjacent plates 2832 are abutted together, the projections 2899 and grooves (not shown) provide a cavity (not shown) within which the gasket (not shown) ) is retained. Each gasket provides a seal against the flow of fluid, such as rainwater or groundwater, through gaskets formed between adjacent plates 2832. Gaskets thus advantageously provide general watertightness for a structure assembled therefrom, and also advantageously enable the structure to maintain fluid pressure. Additionally, and as will be appreciated, the projections and grooves of plate 2832 also advantageously ensure that adjacent plates 2832 are correctly positioned relative to one another prior to being secured with fasteners.
[147] Other configurations are possible. For example, Fig. 24 shows an embodiment of a corrugated sheet metal which is generally indicated by reference numeral 2932. Corrugated sheet metal 2932 is generally similar to sheet 232 described above and with reference to to Figure 6b , and comprises a circumferential flange 2944 extending generally the length of each circumferential edge. Plate 2932 also comprises a longitudinal flange 2954 extending generally the length of each longitudinal edge, and following the contour of the ridges and channels. Sheet 2932 also comprises a reinforcing flange 2955 intermediate the longitudinal edges, and extending between circumferential flanges 2944. As will be appreciated, the reinforcing flange significantly increases the strength of corrugated sheet metal 2932 as compared to sheet metal corrugated not comprising reinforcing flanges.
[148] Although in the modalities described above the longitudinal flanges follow the contour of the ridges and channels, in other modalities the longitudinal flanges may alternatively not follow the contour of the ridges and channels and, therefore, alternatively they can be modeled in a rectangular or other way. mode. For example, Figure 25 shows adjacent corrugated sheet metal portions of another embodiment for use in metal arch 30, each corrugated sheet metal generally being indicated by reference numeral 3032. Sheet 3032 is generally indicated is similar to plate 32 described above and with reference to Figures 3 to 5, but comprises a longitudinal flange 3054 in the form of a C-beam extending the length of each longitudinal edge. Each longitudinal flange 3054 comprises a central web 3090 that connects a first flange 3092 having an inner surface that is positioned to support the circumferential flanges 3044 of plate 3032, and a second flange 3093 having an inner surface that contacts the ridges of plate 3032. longitudinal flange 3054 additionally has a plurality of holes 3060 formed therein, with each hole 3060 being configured to receive a respective fastener (not shown) allowing adjacent plates 3032 to be secured together. As will be appreciated, as circumferential flanges 3044 are supported by first flange 3092, plate 3032 provides improved load distribution throughout elevated structure 3022.
[149] To provide additional support and to increase the load-bearing capabilities of the overhead structure, one or more longitudinal reinforcing elements can be attached to the metal arch. For example, Figure 26 shows another embodiment of a metal arch which is generally indicated using reference numeral 3130. The metal arch 3130 is constructed of a plurality of interconnected structural corrugated metal sheets 232, such as described above and with reference to Figure 6b. The metal arch 3130 comprises a longitudinal reinforcement element 3174 in the form of a steel I-beam. Element 3174 comprises a pair of flanges 3176 joined by a central web 3178 extending the length of flanges 3176. Web 3178 has a plurality of holes (not shown) therethrough which are spaced and positioned to align with holes 260 of the longitudinal flanges 254 of the plates 232, to enable the plates 232 to be secured to the longitudinal reinforcement element 3174. As will be appreciated, the longitudinal reinforcement element 3174 provides improved distribution of loads throughout the metal arch 3130.
[150] As will be appreciated, the longitudinal flanges of the corrugated metal sheets enable the sheets to be fixed directly to the concrete base of the elevated structure, and without requiring the use of an intermediate base channel. For example, figures 27a and 27b show a part of another embodiment of an elevated structure 3222, comprising a metal arch constructed from corrugated metal sheets 232, and comprising a concrete base 3228. The concrete base 3228 comprises a plurality of 3248 threaded anchors embedded in and extending above it. Threaded anchors 3248 are sized and positioned to be received in holes 260 of longitudinal flanges 254, allowing plates 232 to advantageously be attached directly to concrete base 3228.
[151] In contrast, conventional elevated structures constructed of conventional corrugated sheet metal typically require a base channel to secure the sheets to the concrete base. For example, figures 27c and 27d show a part of a conventional elevated structure 2 comprising a metal arch constructed of corrugated metal sheets 3, and where the sheets 3 are conventional sheets and do not have circumferential or longitudinal flanges. The elevated structure 2 comprises a concrete base 4 to which a base channel 6 is fastened. Plates 3 are secured to base channel 6 using fasteners 8 which, in the embodiment shown, are screws. The fasteners 8 are also used to secure the adjacent plates 3 (not shown) together along the length of the raised structure 2. As will be appreciated, a conventional configuration such as this subjects the fasteners 8 to shear loads, which results in a more fragile connection between the plates 3 and the base 4 of the conventional elevated structure 2.
[152] As mentioned earlier, corrugated sheet metal flanges enable metal arches or other structures to be easily assembled using robotic or automated assembly equipment. For example, Figures 28a and 28b show an automated assembler, and which is generally indicated by reference number 3370. Automated assembler 3370 comprises a mobile trolley 3371 supporting a swiveling telescopic boom 3372 which supports a 3373 pick-up unit on a end of it. The gripper unit 3373 comprises a universally swivelable joint 3374, and supports a gripper base 3376 having two retractable grippers 3378 that are configured to grip the circumferential flanges 244 of a corrugated sheet metal 232. As will be appreciated, use of the automated assembler 3370 advantageously speeds up the assembly process and reduces the amount of skilled labor required to assemble the structure.
[153] Other automated assembly equipment, such as an automated fixed unit (not shown) capable of securing individual corrugated sheet metal to a metal arch or other partially constructed structure, can be used in combination with the 3370 automated assembler. as will be appreciated, such automated assembly equipment can advantageously be used for assembling structures in hazardous environments that may otherwise pose a risk to the safety of workers.
[154] Corrugated sheet metal flanges also advantageously provide convenient mating surfaces for items within the curved structure when the sheets are oriented such that the flanges are within the structure. For example, Figure 29 shows a tunnel lining 3422 which is constructed from a plurality of corrugated metal sheets 232. The sheets 232 are oriented such that the circumferential flanges 244 and the longitudinal flanges 254 face the interior of the lining. of tunnel 3422. As can be seen, flanges 244 and 254 provide mating surfaces for a subfloor 3482, a lighting structure 3484, a conveyor structure 3486 and for a computer and control structure 3488. Those skilled in the art will understand that circumferential flanges 244 and longitudinal flanges 254 can provide connecting surfaces for other structures.
[155] In embodiments described above, corrugated metal sheets are shown as being circumferentially curved whereby the ridges and channels are curved along their lengths and thus define a circumferential radius of curvature of the sheet. However, as mentioned above, those skilled in the art will understand that the alternatively corrugated sheet metal may be generally flat, whereby the lengths of the ridges and channels generally define parallel planes extending the length of the sheet. As will be appreciated, these generally flat plates are well suited for use in structures comprising generally flat parts, such as bridges. For example, Figure 30 shows an embodiment of a portion of a bridge deck, and which is generally indicated by reference numeral 3522. Bridge deck 3522 is constructed of a plurality of corrugated metal sheets 3532. Each corrugated metal sheet 3532 is generally similar to sheet 232 described above and with reference to Figure 6b, but is generally flat, whereby the lengths of the ridges and channels define generally parallel planes extending across the length of sheet 3532. In the embodiment shown, sheets 3532 are arranged in a single layer on the bridge deck such that they are secured along their longitudinal flanges 3544, and such that their transverse flanges 3554 are supported on the first steel beams 3574. Although only one (1) first steel beam 3554 is shown supporting the cross flanges 3554 at one end of plates 3532, it will be understood that a steel beam is the similar supports the longitudinal flanges on the opposite end of the sheets 3532. The first 3574 steel beams in turn are supported by the second 3576 steel beams. Again, although only one (1) second 3556 steel beam is shown supporting the first steel beam 3574, it will be understood that similar second steel beam supports these other first steel beams. A bridge deck plate 3578 is positioned over plates 3532, and provides a traffic surface for bridge deck 3522.
[156] As will be appreciated, the corrugated sheet metal described above is not limited to use on elevated structures, and in other embodiments the corrugated sheet metal can be used in other structures or for other applications. For example, corrugated sheet metal can be used to form walls of shipping containers, or it can be used to form walls or other building components.
[157] As will be understood, the positioning of the holes of the circumferential flanges and the longitudinal flanges is not limited to those shown in the embodiments described above, and in other embodiments the holes may alternatively be positioned differently along one or more of the circumferential flanges and longitudinal flanges.
[158] Although embodiments described above are directed towards corrugated sheet metal, it will be understood by those skilled in the art that corrugated sheet metal can be of a range of thicknesses and therefore alternatively can be corrugated sheet metal or otherwise.
[159] Although in previously described embodiments the longitudinal flanges follow the contour of the ridges and channels, in other embodiments the longitudinal flanges may alternatively not follow the contour of the ridges and channels and alternatively may be shaped rectangularly, or otherwise.
[160] Although in embodiments described above each longitudinal flange is formed by welding the longitudinal flange to the sheet, in other embodiments each longitudinal flange can alternatively be joined to the sheet by other suitable joining methods.
[161] Although in embodiments described above circumferential flanges are formed by bending the sheet along the circumferential edges, in other embodiments circumferential flanges may alternatively be formed by joining the circumferential flange to the sheet, such as by welding or other suitable joining methods.
[162] While in embodiments described above the transverse flanges of the corrugated sheet metal comprise alignment features, in other embodiments the longitudinal flanges of the corrugated sheet metal may also comprise, or alternatively comprise alignment features.
[163] Although in previously described embodiments the corrugated sheet metal has a pitch, i.e. a spacing between adjacent ridges, of about 381 mm and a depth of about 140 mm, it will be understood that the pitch and depth are not limited to these values, and in other embodiments the plate may alternatively have a different pitch and/or a different depth. For example, in other embodiments the sheet may alternatively have a pitch of about 500 mm and a depth of about 237 mm. As another example, in other embodiments the sheet may alternatively have a pitch of about 152.4 mm and a depth of about 50.8 mm.
[164] While in embodiments described above the corrugated sheet metal comprises longitudinal flanges and transverse flanges, in other embodiments the corrugated sheet metal may alternatively comprise only longitudinal flanges or only transverse flanges.
[165] Although in embodiments described above each transverse flange extends continuously along the length of the transverse edge, in other embodiments there may alternatively be two or more transverse flanges which extend along the length of the transverse edge and are separated by one or more spaces. Similarly, although in embodiments described above each longitudinal flange extends continuously along the length of the longitudinal edge, in other embodiments there may alternatively be two or more longitudinal flanges that extend along the length of the circumferential edge and are separated by one or more spaces . It is understood by those skilled in the art that variations and modifications may be made without departing from the scope of the art as defined by the appended claims.

权利要求:
Claims (25)
[0001]
1. Corrugated sheet metal for an arc-shaped elevated structure comprising: a sheet element (32, 2432) configured to define a series of alternating ridges (32a) and channels (32b), the sheet element (32, 2432) ) having longitudinal edges extending parallel to the longitudinal axes of the ridges and channels and transverse edges extending orthogonally to the longitudinal axes of the ridges (32a) and channels (32b) and having contours of ridges and alternating channels; and a transverse flange (54, 2554) extending along and having a contour following the ridge and alternating channel contour of each transverse edge, characterized in that each of said transverse flanges (54, 2554) comprises: a series of spaced holes (60) formed therein to align with spaced holes (60) formed in a transverse flange (54, 2554) of a corrugated sheet metal in contact and configured to accommodate fasteners passing through the aligned holes; and at least one alignment feature formed therewith which is offset from said holes and configured to matingly engage at least one complementary alignment feature of the corrugated sheet metal in adjacent contact to facilitate alignment of the spaced holes, wherein at least one of the alignment features of said sheet metal is in the form of a forward projecting pin or a longitudinal protrusion (2490, 2590) extending forward, wherein at least one other of the alignment features of said sheet metal is in the form of a pin-receiving notch or a longitudinal groove (2492, 2592), protrusion-receiving.
[0002]
2. Corrugated sheet metal according to claim 1, characterized in that each transverse flange (54, 2554) extends either above or below the transverse edge or in which each transverse edge, along its length, it intersects its respective intermediate transverse flange with the upper and lower edges of the respective transverse flange to define a first flange portion (58) extending upward and a second flange portion (56) extending downward.
[0003]
3. Corrugated sheet metal, according to claim 2, characterized in that each transverse edge intersects its respective transverse flange midway between the upper and lower edges of the respective transverse flange.
[0004]
4. Corrugated sheet metal according to claim 1, characterized in that it further comprises at least one longitudinal flange (44) extending along each longitudinal edge of said plate element, wherein each said at least one longitudinal flange (44) is generally centered on a ridge (32a) or channel (32b).
[0005]
5. Corrugated sheet metal according to claim 4, characterized in that ridges (32a) and channels (32b) of adjacent corrugated sheet metal are generally contiguous when the longitudinal flanges of adjacent corrugated sheet metal are in touch.
[0006]
6. Corrugated sheet metal according to claim 4, characterized in that each said at least one longitudinal flange (44) comprises a plurality of spaced holes (46) provided therein to receive fasteners.
[0007]
7. Corrugated sheet metal according to claim 6, characterized in that each said at least one longitudinal flange (44) comprises a groove (2795) formed in an outwardly facing surface thereof to accommodate a gasket or a quantity of sealer.
[0008]
8. Corrugated sheet metal according to claim 6, characterized in that the at least one longitudinal flange extending along one of said longitudinal edges comprises a longitudinally extending protrusion (2490, 2590) formed on a surface facing towards outside thereof and wherein the at least one longitudinal flange extending along the other of said longitudinal edges comprises a longitudinally extending groove (2492, 2592) formed in an outwardly facing surface thereof, said groove sized to accommodate the protrusion of an adjacent corrugated sheet metal.
[0009]
9. Corrugated sheet metal according to claim 6, characterized in that each said at least one longitudinal flange comprises a plurality of alignment features (2490, 2590) formed integrally therewith to matingly engage one or more features (2492, 2592) of a corrugated sheet metal in adjacent contact.
[0010]
10. Corrugated sheet metal according to claim 6, characterized in that it comprises a single longitudinal flange generally extending the length of each said longitudinal edge.
[0011]
11. Corrugated sheet metal according to claim 1, characterized in that said corrugated sheet metal is curved in at least one of a longitudinal direction and a transverse direction.
[0012]
12. Corrugated sheet metal according to claim 1, characterized in that it further comprises joining plates (786) joining each said transverse flange to the plate element.
[0013]
13. Corrugated sheet metal according to claim 1, characterized in that the transverse flange extending along one of said transverse edges comprises a longitudinally extending protrusion (2490, 2590) formed on an outwardly facing surface in the and wherein the transverse flange extending along the other of said transverse edges comprises a longitudinally extending groove (2492, 2592) formed in an outwardly facing surface thereof, said groove sized to accommodate the protrusion of a sheet metal corrugated adjacent.
[0014]
14. Corrugated sheet metal according to claim 13, characterized by the fact that the groove (2492, 2592) is further sized to accommodate a gasket or an amount of sealer.
[0015]
15. Corrugated sheet metal according to claim 1, characterized in that each of said transverse flanges comprises spaced alignment features in the form of at least one pin (2490, 2590) and at least one notch (2492, 2592) .
[0016]
16. Corrugated sheet metal, according to claim 1, characterized in that it further comprises one or more transverse reinforcement flanges (2955) intermediate to the transverse edges of said plate and extending between the longitudinal edges of said plate element.
[0017]
17. Raised arch-shaped structure comprising: a curved metal arch (30), said metal arch comprising a plurality of corrugated metal sheets connected end to end and side by side and arranged to define corrugations extending transversely a length longitudinally of said metal arch, each of said corrugated metal sheets comprising: a sheet element (32, 2432) configured to define a series of alternating ridges (32a) and channels (32b), the sheet element (32, 2432) ) having longitudinal edges extending parallel to the longitudinal axes of the ridges (32a) and channels (32b) and transverse edges extending orthogonally to the longitudinal geometric axes of the ridges and channels; a transverse flange (54) extending along each transverse edge, the transverse flanges of corrugated sheet metal connected end to end adjacent being in face-to-face mating engagement and being secured to each other by means of first fasteners passing through of in-line holes (60) in the transverse flanges; and longitudinal flanges (44) extending along each longitudinal edge, the longitudinal flanges of adjacent corrugated sheets connected side by side being in face-to-face mating engagement and being secured to each other by means of second fasteners passing through holes aligned (46) on said longitudinal flanges (44), characterized in that the transverse flanges (54) and/or the longitudinal flanges (54) comprise mating alignment features formed therewith which are offset from said aligned holes and which facilitate alignment of the spaced holes, and wherein at least one of the alignment features is in the form of a pin projecting forward or a longitudinal protrusion (2490, 2590), extending forward, and wherein at least one other of the alignment features alignment is in the form of a pin-receiving notch or a longitudinal groove (2492, 2592), protrusion-receiving.
[0018]
18. Elevated structure according to claim 17, characterized in that the corrugated metal sheets are arranged in two layers in order to form a double layer of corrugated metal sheets (1630, 2030, 2130).
[0019]
19. Elevated structure according to claim 18, characterized in that the corrugated metal sheets forming the double layer define at least one internal cavity (C, C2) configured to be filled with concrete.
[0020]
20. The elevated structure of claim 19, further comprising a plurality of shear resistant pins (2184) secured to corrugated metal sheets within at least one of the cavities to provide a shear resistant joint in the metal-concrete interface.
[0021]
21. Elevated structure according to claim 18, characterized in that the corrugated metal sheets forming an inner layer are separated from the corrugated metal sheets forming an outer layer by spacer plates (1583, 2181).
[0022]
22. Elevated structure according to claim 21, characterized in that the corrugated metal sheets forming the double layer and the spacer plates (1583, 2181) define at least one internal cavity configured to be filled with concrete.
[0023]
23. Elevated structure according to claim 22, characterized in that it further comprises a plurality of shear resistant pins (2184) fixed to one or more of the corrugated metal sheets and the spacer plates (1583, 2181) within at least one of the cavities to provide a shear resistant bond at the metal-concrete interface.
[0024]
24. Elevated structure according to claim 17, characterized in that it additionally comprises at least one reinforcing element (3174) positioned between adjacent corrugated metal sheets.
[0025]
25. Elevated structure according to claim 24, characterized in that said at least one reinforcement element (3174) comprises one or more of a reinforcement rib (1174), a reinforcement beam (1274), a hollow structural section reinforcement rib (1376) and a box-shaped reinforcement rib (1474).

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PL408175A1|2014-12-22|

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US9869090B2|2018-01-16|

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US20190017271A1|2019-01-17|

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CA2844820C|2020-12-08|

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WO2013023275A1|2013-02-21|

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US20210002887A1|2021-01-07|

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KR101969127B1|2019-04-16|

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US20140305066A1|2014-10-16|

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AU2017206280B2|2018-11-15|

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US10808395B2|2020-10-20|

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AU2012297512A1|2014-03-06|

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AU2017206280A1|2017-08-10|

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CA2844820A1|2013-02-21|

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KR20140102640A|2014-08-22|

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法律状态:
2018-06-05| B08F| Application fees: application dismissed [chapter 8.6 patent gazette]|

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2018-12-04| B08G| Application fees: restoration [chapter 8.7 patent gazette]|

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2018-12-11| B06F| Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette]|

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2019-11-26| B06U| Preliminary requirement: requests with searches performed by other patent offices: procedure suspended [chapter 6.21 patent gazette]|

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2020-11-03| B06A| Notification to applicant to reply to the report for non-patentability or inadequacy of the application [chapter 6.1 patent gazette]|

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2021-03-02| B09A| Decision: intention to grant [chapter 9.1 patent gazette]|

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2021-05-18| B16A| Patent or certificate of addition of invention granted|Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 10/08/2012, OBSERVADAS AS CONDICOES LEGAIS. |

优先权:

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申请号 | 申请日 | 专利标题

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US201161523026P| true| 2011-08-12|2011-08-12|

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US61/523,026|2011-08-12|

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US201261594367P| true| 2012-02-02|2012-02-02|

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