The subject disclosure relates to a sound wall and to a method of constructing the same.
High traffic through fares, such as highways, railroads and the like, produce significant noise. In urban centers, buildings such as housing developments and businesses are often built proximate to the through fares and as a result, require protection from noise and require privacy. To provide the desired noise protection and privacy, sound walls or barriers (sometimes referred to as anti-noise or acoustic walls or barriers) may be erected along stretches of through fares, primarily in urban centers, to deflect and/or dampen sound resulting from vehicular traffic and to provide privacy.
Canadian Patent No. 2,146,110 discloses a sound barrier including a wall having a series of adjacent elongate boards joined with overlapping sealed joints. The first and last boards in the series define first and second generally parallel side edges respectively. The series of boards further defines a lower edge extending between the first and second side edges. At least one rail is attached to the wall and extends between the first and second side edges. A skirt extends between the first and second side edges and below the lower edge. First and second generally parallel posts are mounted below the ground in concrete footings. The first post has a lengthwise groove which is adapted to receive the first edge of the wall, and the second post has a lengthwise groove which is adapted to receive the second edge of the wall. The panels are constructed from boards, upper rails, middle rails, lower rails, and a skirt. The boards are formed of wood, particle board, wafer board, plastic, and the like.
Canadian Patent No. 2,148,877 discloses an elongated outdoor acoustic barrier for erection along a roadway or the periphery of an airport, for reflecting and absorbing sounds emanating from the roadway or airport. The acoustic barrier includes a plurality of substantially vertical columns arrayed at spaced intervals along the length of the acoustic barrier with the lower ends of the vertical columns anchored in large cylindrical concrete caissons. Each vertical column has a recessed groove extending along its exposed above-ground lateral surface facing an adjacent spaced column. A plurality of elongated flat rectangular panels is arranged in a vertical edgewise array. Opposite ends of each panel are securely received in the recessed grooves of a pair of adjacent columns. At least one of the panels is an extruded pre-stressed hollow core concrete panel.
U.S. Pat. No. 5,272,284 discloses a sound wall for placement along a roadside for reducing the transmission of sound from a traffic area. The sound wall comprises a plurality of stiff, resilient containment members respectfully configured with a channel configuration and having an enclosed channel volume and continuous open side. Each channel volume is filled with a composite composition of rubber chips and binder compressed within the channel and substantially filling the channel volume. The containment members are stacked in nesting relationship to form a wall structure, with the open side being oriented toward the traffic area.
U.S. Patent Application Publication No. 2007/0131480 discloses a sound barrier that comprises a plurality of elongate sound arresting members arranged end to end and stacked vertically, one upon another, to form a barrier wall. The sound arresting members are disposed generally between a plurality of spaced vertical support members and may be secured thereto by a plurality of elongate transition connectors coupled to each support members. The elongate transition connectors have distal ends that extend in directions toward oppositely disposed support members and are received within apertures formed in respective ends of the sound arresting members at their respective ends. Alternatively, the sound arresting members may be coupled to the spaced vertical supports without transition connectors.
Sound walls that avoid the use of concrete footings have been considered. For example, U.S. Patent Application Publication No. 2013/0180799 discloses a supporting structure for an anti-noise barrier. The supporting structure is in the form of an S-shaped sheet pile. The sheet pile has a first part and a second part of such a length that, in use, the second part of the sheet pile is insertable into the ground to form the supporting structure foundation, while the first part of the sheet pile emerges from the ground upwards. The first part of the sheet pile is provided with connection means through which sound-absorbent panels can be connected.
While sound walls of the types described above have been found to provide adequate noise protection and privacy, the costs associated with constructing these sound walls can be significant. In situations where the upright vertical posts or columns are embedded in concrete footings, increased costs both in terms of time and money result. As will be appreciated, concrete footings must cure before the sound wall panels can be installed. Also, the concrete footings must be mixed and casted on site increasing the number of construction vehicles required during construction. Embedding the vertical posts or columns in the concrete footings may often be a large expense of sound wall construction. Decreasing the number of concrete footings that are required by increasing the lateral spacing between adjacent vertical posts or columns may be desired. Doing this however, can have negative impacts on the structural integrity of the sound walls.
Improvements in sound walls that reduce construction costs yet maintain structural integrity may be desirable.
It should be appreciated that this Summary is provided to introduce a selection of concepts in a simplified form that are further described below in the Detailed Description. This Summary is not intended to be used to limit the scope of the claimed subject matter.
In one aspect, the present application may provide a sound wall. The sound wall may include: a pair of laterally spaced posts, at least one of the pair of posts including: a elongate central member; a flange extending from the elongate central member in a direction normal to the elongate central member; and a fin extending from the central member, wherein the central member, the flange, and the fin defines a cavity for receiving elongate panels; a plurality of elongate panels extending between the laterally spaced posts, wherein end regions of the respective elongate panels are retained between the flange and the fin; and an elongate stiffener member positioned within at least one of the plurality of elongate panels.
In some embodiments, the fin is welded to the central member to define the cavity.
In some embodiments, the central member and the fin are a unitary component.
In some embodiments, the flange extending from the central member includes an aperture proximal to an end opening of the cavity, the aperture configured to receive a fastener for securing the plurality of elongate panels within the cavity.
In some embodiments, an elongate panel at ends of the stacked plurality of elongate panels includes the elongate stiffener member received therein.
In some embodiments, at least one elongate panel intermediate of the ends of the stacked plurality of elongate panels includes the elongate stiffener member received therein.
In some embodiments, the plurality of elongate panels includes a first elongate panel having a first mating formation and a second elongate panel having a second mating formation, wherein the second mating formation is configured to receive the first mating formation to align the first elongate panel and the second elongate panel.
In some embodiments, the plurality of elongate panels includes a first elongate panel having a tongue formation extending away from a top wall of the first elongate panel, and wherein the plurality of elongate panels includes a second elongate panel positioned adjacent the first elongate panel, the second elongate panel having a groove formation extending into the elongate panel, and wherein the groove formation of the second elongate panel is configured to receive the tongue formation of the first elongate panel.
In some embodiments, the fin is secured to the central member via one or more fasteners received within aligned apertures of the fin and apertures of the central member.
In some embodiments, at least one of the plurality of elongate panels includes a panel aperture positioned proximal an end region of that elongate panel, and wherein that elongate panel is secured to the fin by one or more fasteners received within the panel aperture that is aligned with a fin aperture positioned on the fin.
In another aspect, the present application may provide a sound wall. The sound wall may include a plurality of elongate panels extending between the elongate post and an adjacent elongate post. The elongate post may include: an elongate central member; a flange extending from the elongate central member in a direction substantially normal to the elongate central member; and a fin extending from the central member. The central member, the flange, and the fin may define a cavity for retaining end regions of the plurality of elongate panels between the flange and the fin.
In some embodiments, the flange includes an open end and a base end, wherein the flange includes an aperture proximal to the open end for receiving a retention fastener for retaining the plurality of elongate panels within the cavity.
In some embodiments, the fin is welded to the central member to define the cavity.
In some embodiments, the central member and the fin are a unitary component.
In some embodiments, the fin is secured to the central member via one or more fasteners received within aligned apertures of the fin and apertures of the central member.
In another aspect, the present application may provide an elongate post for a sound wall, the sound wall including a plurality of elongate panels extending between the elongate post and an adjacent elongate post. The elongate post may include: a pair of opposing flanges; a central member connecting the opposing flanges, and a sleeve at least partially wrapping around one of the pair of opposing flanges to form a cavity structure extending towards the other of the pair of opposing. The cavity structure, the central member, and the other of the pair of opposing flanges may define a cavity configured to retain end regions of the plurality of elongate panels.
In some embodiments, the sleeve is constructed of at least one of extruded material or formed material substantially different than material of the central member.
In some embodiments, each of the pair of opposing flanges includes the sleeve to form a respective cavity structure extending towards an opposing cavity structure of the opposing sleeve, wherein the pair of opposing sleeves is configured to retain end regions of the plurality of elongate panels.
In another aspect, the present application may provide a method of constructing a sound wall. The method may include: positioning a plurality of support posts at laterally spaced locations, the mounted support posts being substantially perpendicular to a grade, the respective posts including a central member, a flange extending from the elongate central member in a direction normal to the central member, and a fin extending from the central member, wherein the flange, the central member, and the fin defines a cavity for receiving at least one elongate panel; inserting a plurality of successive elongate panels within at least one cavity of the adjacent support posts; and securing the plurality of successive elongate panels within the respective cavities of the adjacent support posts.
In some embodiments, securing the plurality of successive elongate panels includes securing a fastener within an aperture positioned on the flange and proximal to an opening end of the respective cavities.
In some embodiments, securing the plurality of successive elongate panels includes securing, using a fastener, at least one elongate panel to the fin.
In some embodiments, securing the plurality of successive elongate panels includes securing, using a fastener, at least one elongate panel to the flange extending from the elongate central member of one of the support posts.
In some embodiments, inserting the plurality of successive elongate panels within the respective cavities includes inserting one elongate panel successively after another elongate panel within the respective cavities of adjacent support posts.
In some embodiments, inserting the plurality of successive elongate panels within the respective cavities includes: securing the plurality of elongate panels to form a combination panel unit; raising the combination panel unit proximal to an opening of end of the respective cavities; and inserting the combination panel unit between the adjacent support posts to retain the plurality of elongate panels between the adjacent support posts.
Embodiments will now be described more fully with reference to the accompanying drawings in which:
The foregoing summary, as well as the following detailed description of certain examples will be better understood when read in conjunction with the appended drawings. As used herein, an element or feature introduced in the singular and preceded by the word “a” or “an” should be understood as not necessarily excluding the plural of the elements or features. Further, references to “one example” or “one embodiment” are not intended to be interpreted as excluding the existence of additional examples or embodiments that also incorporate the described elements or features. Moreover, unless explicitly stated to the contrary, examples or embodiments “comprising” or “having” or “including” an element or feature or a plurality of elements or features having a particular property may include additional elements or features not having that property. Also, it will be appreciated that the terms “comprises”, “has”, “includes” means “including but not limited to” and the terms “comprising”, “having” and “including” have equivalent meanings.
As used herein, the term “and/or” can include any and all combinations of one or more of the associated listed elements or features.
It will be understood that when an element or feature is referred to as being “on”, “attached” to, “affixed” to, “connected” to, “coupled” with, “contacting”, etc. another element or feature, that element or feature can be directly on, attached to, connected to, coupled with or contacting the other element or feature or intervening elements may also be present. In contrast, when an element or feature is referred to as being, for example, “directly on”, “directly attached” to, “directly affixed” to, “directly connected” to, “directly coupled” with or “directly contacting” another element of feature, there are no intervening elements or features present.
It will be understood that spatially relative terms, such as “under”, “below”, “lower”, “over”, “above”, “upper”, “front”, “back” and the like, may be used herein for ease of description to describe the relationship of an element or feature to another element or feature as illustrated in the figures. The spatially relative terms can however, encompass different orientations in use or operation in addition to the orientation depicted in the figures.
Reference herein to “example” means that one or more feature, structure, element, component, characteristic and/or operational step described in connection with the example is included in at least one embodiment and/or implementation of the subject matter according to the subject disclosure. Thus, the phrases “an example,” “another example,” and similar language throughout the subject disclosure may, but do not necessarily, refer to the same example. Further, the subject matter characterizing any one example may, but does not necessarily, include the subject matter characterizing any other example.
Reference herein to “configured” denotes an actual state of configuration that fundamentally ties the element or feature to the physical characteristics of the element or feature preceding the phrase “configured to.”
Unless otherwise indicated, the terms “first,” “second,” etc. are used herein merely as labels, and are not intended to impose ordinal, positional, or hierarchical requirements on the items to which these terms refer. Moreover, reference to a “second” item does not require or preclude the existence of a lower-numbered item (e.g., a “first” item) and/or a higher-numbered item (e.g., a “third” item).
As used herein, the terms “approximately”, “about”, “substantially”, and “generally” represent an amount close to the stated amount or a deviation from a strict definition that still results in the desired function or result being performed or achieved. For example, the terms “approximately”, “about”, “substantially”, and “generally” may refer to an amount or a deviation that is within engineering tolerances that would be readily appreciated by a person skilled in the art.
In the present application, various embodiments of a sound wall are described with reference to the figures. The sound wall includes a pair of laterally spaced posts. The laterally spaced posts may be generally vertical posts relative to a foundation ground or grade G. A plurality of elongate panels may extend between the posts, and the elongate panels may be stacked vertically one on top of another. At least one of the plurality of elongate panels may include an elongate stiffener member therein. For example, a top elongate panel and a bottom elongate panel in the stack may respectively accommodate an elongate stiffener member therein.
In another example, one or more elongate panels positioned between the top elongate panel and the bottom elongate panel may include an elongate stiffener member therein. In some embodiments, the number of elongate panels within a plurality of elongate panels that are reinforced with stiffener members may be a function of at least one of: maximum expected wind load incident on the constructed sound wall or the distance between the laterally spaced posts (e.g., the length of the respective elongate panels). Other criteria for identifying the number of reinforced elongate panels may be contemplated.
Reference is made to
The sound wall 100 includes a pair of laterally spaced support posts 122 extending upwardly from an underlying earth formation (e.g., the ground G). The respective support posts 122 may be configured to be generally vertical relative to the underlying earth formation. The sound wall 100 includes a plurality of elongate panels 124 stacked one on top of another in a vertical direction. The plurality of elongate panels 124 extends between the laterally spaced posts 122.
In the present example, the elongate panels 124 can be hollow or tubular. In some examples, the elongate panels 124 may be formed of plastic material such as polyvinylchloride (PVC). Other materials for forming the elongate panels 124 may be contemplated.
For ease of exposition,
Reference is made to
In some examples, the respective support posts 122 may be an elongate beam member in the form of an H-beam or an I-beam formed of steel or other suitable structural material. The flanges 128 may be generally at right angles to the central member 126 and present opposing and generally planar outer surfaces 130. For example, the flanges 128 may be generally at right angles to a web of the H/I-beam.
In some embodiments, the sound wall 100 may include an elongate stiffener member 190 positioned within at least one of the plurality of elongate panels 124. In the illustration of
Further, placing the elongate stiffener member 190 within one or more elongate panels 124 can structurally enhance the respective elongate panels 124 by reducing horizontal deflection of the combined stack of elongate panels 124. An example of horizontal deflection shown from a side view of elongate panels is illustrated, for example, at
In some examples, by extending at least a reinforced top elongate panel and a reinforced bottom elongate panel between laterally spaced support posts 122, the combination of the support posts 122 and the reinforced elongate panels can define a reinforced frame for confining the plurality of elongate panels 124.
For ease of exposition, the elongate stiffener members 190 are illustrated as protruding from the respective elongate panels 124 to illustrate positioning of the respective elongate stiffener members 190. However, when the sound wall is assembled, the elongate stiffener members 190 are received substantially within the respective elongate panels 124.
Reference is made to
The support post 122 includes a fin 140 extending from the central member 126 to define a cavity 142. The cavity 142 may be circumscribed at least by a portion of the flange 128, the central member 126, and the fin 140. In some embodiments, the fin 140 may be welded to the central member 126. In some other embodiments, the central member 126 and the fin 140 may be a unitary component, and the fin 140 may extend substantially perpendicularly from the surface of the central member 126. End regions 144 of the respective elongate panels 124 may be retained between the flange 128 and the fin 140.
To minimize occurrences of one or more elongate panels 124 being displaced from the opening of the cavity 142, in some embodiments, the support post 122 may include an aperture positioned on the flange 128 and positioned proximal to an opening end of the cavity 142. The aperture may be configured to receive a retaining fastener 146. The retaining fastener 146 may be a removable screw, a dowel, or other protrusion for maintaining the top elongate panel and the series of elongate panels within the cavity 142.
Reference is made to
The sound wall 100 may be installed based on a series of steps. Adjacent support posts 122 may be erected and configured to extend substantially perpendicular from the underlying earth formation. In
In some examples, the respective elongate panels may be successively inserted into the cavity 142 of the respective support posts 122, beginning with a bottom most panel, followed by intermediate elongate panels, and concluding with a top most panel. That is, the respective elongate panels may be individually raised to an opening of the cavity 142 at a top side of the support posts 122 and lowered within the cavity 142. The upstanding tongue formations of an elongate panel may mate with an upstanding groove formation of a subsequent elongate panel inserted between the respective posts 122.
In the example of
Reference is made to
In
The support post 122 may be an elongate post configured to include the central member 126 and opposing flanges 128 positioned substantially normal to the central member 126. The relative dimensions of the central member 126 and the opposing flanges 128 may be sized to withstand torsional, lateral, or other type of load based on environmental factors (e.g., wind load). In some examples, the distance between the opposing flanges 128 may be greater than the panel depth 102 of the plurality of elongate panels 124. To retain the end regions of the elongate panels 124, the support post 122 includes the fin 140 extending from the central member 126, such that the end regions of the respective elongate panels 124 may be retained between one of opposing flanges 128 (illustrated in
In the example illustrated in
In
The support post 122 may include a mounting base 134 configured to be mounted to support post casing or other anchoring structure.
Reference is made to
The mounting base 134 may be secured to a footing 140. In
In another example, the underlying grade may be devoid of footings and the support post 122 may include features disclosed in U.S. Provisional Patent Application No. 62/795,724 filed on Jan. 23, 2019 and entitled, “Post for a Sound Wall and Sound Wall Employing the Same”, the relevant content of which is incorporated herein by reference.
Reference is made to
Some examples of mating formations may include complementary upstanding groove formations and upstanding tongue formations. Other examples of mating formations may include other geometric configurations.
The elongate panel 764 includes a substantially planar, continuous front wall 730 and a rear wall 732. The front wall 730 and the rear wall 732 respectively extend from one of opposing sides of a top wall 734. The top wall 734 includes an upstanding tongue formation 736.
The elongate panel 764 includes a bottom wall 738 configured, along a central region, to define an upstanding groove formation 740 extending substantially the length of the elongate panel 764. The upstanding groove formation 740 may receive an upstanding tongue formation 736 of an adjacent elongate panel 764, thereby configuring two or more elongate panels 764 to be aligned or interlocked for reducing openings between the series of elongate panels 764 through which acoustic waves or sound may pass.
The bottom wall 738 is configured, along a central region, to define an upstanding groove formation 740 extending substantially the length of the elongate panel 762. The upstanding groove formation 740 may receive an upstanding tongue formation 736 of an adjacent intermediate elongate panel 764 illustrated in
The substantially planar front wall 730 and rear wall 732 of elongate panels may be configured to reflect acoustic waves from the wall surface or block passage of acoustic waves, thereby reducing acoustic waves from being transmitted from one side of a given elongate panel to an opposing side of the given elongate panel.
Although some embodiments described herein may describe features indicating direction or position (e.g., bottom wall, front wall, rear wall, top wall, lower wall, or the like), in some embodiments, the direction or relative position of the respective wall may not be a requirement of the one or more features. For example, an embodiment of the intermediate elongate panel may include a first end wall including an upstanding tongue. The intermediate elongate panel may include a first side wall and a second side wall extending from opposing sides of the first end wall. Further, the intermediate elongate panel may include a second end wall having a groove formation formed by a pair of inner walls and extending a length of the hollow elongate panel. The groove formation may extend into the hollow elongate panel. Accordingly, references to top wall, bottom wall, front wall, rear wall, or the like are for convenience, and in some embodiments the direction or relative position of the wall shall not be limiting.
In some embodiments, elongate panels may be configured to reduce acoustic waves from being transmitted through a sound wall by dampening acoustic waves using an absorptive member. Reference is made to
Reference is made to
In
Reference is made to
In some embodiments, adjacent intermediate panels 964 may be affixed together based on an adhesive or bonding agent at one or more contact planes of the upstanding tongue formation 936 and the upstanding groove formation 940. In some embodiments, the upstanding tongue formation 936 and the upstanding groove formation 940 may include features for mechanically engaging the formations to one another. Features to engage the upstanding tongue formation 936 and the upstanding groove formation 940 combination can increase propensity of the series of panels 964 to counteract lateral forces on the sound wall.
The respective intermediate panels include a bottom wall 938 joining the front wall 930 and the rear wall 932. The bottom wall 938 may include the upstanding groove formation 940, where the upstanding groove formation 940 may be formed by a pair of inner walls 944. The pair of inner walls 944 may delineate the sides of the upstanding groove formation 940. The bottom wall 938 and the upstanding groove formation 940 may extend substantially the length of the respective intermediate panels.
As described, one or more of the series of intermediate panels 964 may accommodate a stiffener member 990. The stiffener member 990 may include a bight member 992 having opposing ends. The bight member 992 may be substantially planar. The bight member 992 may abut and lie against at least a portion of the top wall 934 and may span an interior channel of an interior channel defined by the upstanding groove formation 936.
The stiffener member 990 includes a pair of arm members 994 respectively extending from one of the opposing ends of the bight member 992 to provide a substantially U-shaped configuration. For example, the U-shaped configuration may be seen when viewed from an end of the stiffener member 990.
In some embodiments, the stiffener member having the U-shaped configuration may be constructed with material including metal having a given thickness. When the stiffener member having the given material thickness (e.g., thickness A) is received within one of the intermediate panels 964, the stiffener member may provide reinforcing structural support to that intermediate panel 964, reducing torsional flexing or reducing deflection in response to wind loads.
To reduce manufacturing cost or to reduce panel weight, it may be desirable to provide a stiffener member constructed of comparatively thinner material for providing substantially similar reinforcing structural support as a U-shaped stiffener member having “thickness A”. Accordingly, embodiments described in the present application include stiffener member features configured to reduce buckling of the stiffener member 990.
For example, the stiffener member 990 may include a flange member 996 extending from each of the pair of arm members 994. The flange member 996 may extend inwardly to abut one of the pair of inner walls 944 of the groove formation 940. As illustrated in
The elongate stiffener member 990 may be configured to line interior surfaces of one or more of the series of intermediate panels 964. For example, the pair of arm members 994 may be configured to respectively abut and/or lie against one of the front wall 930 or the rear wall 932 of the hollow elongate intermediate panel. Further, the respective flange member 996 may be configured to abut and/or lie against at least a portion of the bottom wall 938. Additionally, the bight member 992 may be configured to abut and/or lie against a portion of the top wall 934.
Where the top wall 934 includes the upstanding tongue formation 936, the bight member 992 may span an interior channel defined by the upstanding tongue formation 936.
As will be described in another embodiment of the present application, the bight member 992 may be configured to include an upstanding formation corresponding to the upstanding tongue formation 936, such that the upstanding formation may fit within the interior channel defined by the upstanding tongue formation 936.
In some embodiments, the elongate stiffener member 990 may be constructed of a unitary component such that the bight member 992, the pair of arm members 994, and the flange members 996 may be a unitary component.
In some other embodiments, during manufacturing, the flange member 996 may be affixed or joined using adhesive, welding, or other affixing means to a respective arm member of the pair of arm members 994. Further, the respective arm member may be joined to one of the opposing ends of the bight member 992 to provide the elongate stiffener member 990.
In some embodiments, the stiffener member 990 may be constructed of cold formed steel or other structural material for extending substantially the length of the elongate panel. In some embodiments, the stiffener member 990 may be constructed of aluminum. In some examples, cold formed steel may be constructed by roll forming elongate metal strips. Other processes for constructing cold formed steel may be contemplated.
The stiffener member 990 described with reference to
In some examples, when the top most elongate panel and the bottom most elongate panel are configured to receive a stiffener member therein, the combination of the top most elongate panel, the bottom most elongate panel, and the support posts retaining respective end regions of the of elongate panels may effectively provide a frame for reducing torsional force effects on the sound wall or elongate panels.
In
In
The stiffener member 990 may be oriented within the elongate panel 964 such that the bight member 992 is configured to abut or lie against a portion of the top wall 934. The pair of arm members 994 may be configured to abut or lie against one of the front wall 930 or the rear wall 932. The flange members 996 may be configured to abut or lie against a portion of the bottom wall 938.
Reference is made to
The stiffener member 1290 includes a flange member 1296 extending from each of the pair of arm members 1294. The flange member 1296 extends inwardly to abut one of the pair of inner walls 1244 of the upstanding groove formation. In the example illustrated in
The stiffener member 1280 includes a flange member 1298 extending from each of the pair of arm members 1284, and extending inwardly to abut one of the pair of inner walls 1244. In
Reference is made to
In
In
Reference is made to
The sound wall 1400 includes elongate tie members 1460 associated with support posts 1422. When installed, the elongate tie members 1460 may be configured to be generally vertical or substantially perpendicular to the grade G. The tie members 1460 may be configured to secure elongate panels 1424 to the support posts 1422.
The tie members 1460 may be configured to form an angle including a pair of flanges (identified by reference numerals 1462 and 1464 in
In some embodiments, the fasteners 1470 include a bolt that passes through the first flange 1462 and central member 1426 via the aligned holes 1466, 1468, and a nut is threaded onto a distal end of the bolt. In some examples, washers may be placed between the nut and one major surface of the central member 1426 and another washer may be placed between the head of the bolt and the other major surface of the central member 1462. Alternate fastening methods (such as rivets, welds, etc.) to secure the first flange 1462 to the central member 1426 may be contemplated. Example alternate fastening methods are described in the present application.
The second flange 1464 may be substantially parallel to one or more flanges 1428 of the support post 1422. End regions of the series of elongate panels 1424 may be sandwiched, trapped, or retained between the second flange 1464 and a flange 1428 of the support post 1422. The second flange 1464 may include a plurality of spaced holes 1490 for aligning with: (i) panel slots 1494; (ii) slots positioned on an end region of a stiffener member received within respective elongate panels; and (iii) spaced holes positioned in a flange 1428 of the support post 1422.
Fasteners 1496 may be threaded through the above described holes and slots and configured to fasten the series of elongate panels 1424 to the support post. The fasteners 1496 may respectively pass through: (a) the flange 1428 of the support post; (b) a respective elongate panel 1424 (including any stiffener member received therein); (c) the second flange 1464, via aligned holes and slots, and/or (d) a nut 1498 threaded onto a distal end of the fastener 1496. Other fastening methods and mechanisms for securing the second flange 1496 to end regions of the series of elongate panels 1424 may be contemplated. Example alternate fastening methods are described in the present application.
Although a single tie member associated with each support post may be described, variations may be contemplated. For example, in environments where the height of a sound wall is significant, each tie member may be in the form of a series of discrete and aligned tie member segments. Each tie member segment may be associated a subset of the series of stacked elongate panels. Each tie member segment may physically secure elongate panels in the associated subset to the associated support post. In some examples, each subset of elongate panels may comprise one or more elongate panels that accommodate a stiffener member.
Reference is made to
The tie member 1460 is fastened to the support post 1422 by the fastener 1470. The fastener 1470 includes a bolt and a nut. Once the bolt is received through aligned holes of the first flange 1462 and the central member 1426, the nut may be threaded onto a distal end of the bolt.
The tie member 1460 may also be fastened to the elongate panel 1424 by a second fastener 1496. The second fastener 1496 may include a bolt and a nut. Once the bolt is received through aligned holes of the flange 1428 of the support post, the elongate panel 1424 (including any stiffener member received therein), and the second flange 1464, the nut may be threaded onto a distal end of the bolt.
In the example illustrated in
Securing one or more elongate panels, such as the top most or bottom most panels of a series of panels, to support posts, the likelihood that the elongate panels in the series of stacked panels may be pushed out of the cavity defined at least by portions of the flange (of the support post), the central member, and the tie member or fin described in the present application may be reduced.
In some examples, an intermediate panel between the top most panel and the bottom most panel may additionally be secured to: (i) the flange 1428 of the support post; (ii) the second flange 1464 of the tie member 1460; or (iii) both the flange of the support post and the second flange 1464 of the tie member 1460.
In some embodiments, operations for constructing a sound wall include mounting a plurality of support posts at laterally spaced locations on a grade (e.g., underlying earth formation). The support posts may be mounted to be substantially perpendicular to the grade. The plurality of elongate panels may be successively received within respective cavities of the adjacent support posts. The respective elongate panels may extend between the adjacent support posts and be retained within the respective cavities of the support posts.
In some examples, the plurality of elongate panels are inserted between the adjacent support posts one at a time, in series. In some other examples, the plurality of elongate panels may be joined to form a combination unit and, subsequently, the combination unit may be raised and inserted to an opening of cavities of the support posts and inserted between the adjacent support posts.
When the plurality of elongate panels are in place/inserted between adjacent support posts, the fasteners 1496 may be inserted to secure, at least, one or more elongate panels to the tie member 1460 via the plurality of spaced holes 1490. Further, the tie member 1460 may be secured to the central member 1426 of an associated support post.
Reference is made to
The intermediate elongate panel 1764 includes a bottom wall 1738 configured, along a central region, to define an upstanding groove formation 1740 extending substantially the length of the elongate panel 1764.
The intermediate elongate panel 1764 may also include elongate slots 1742 positioned in the front wall 1730 and the rear wall 1732 at an end region of the elongate panel. The elongate slots 1742 may be configured to receive fasteners 1496 described with reference to
In some embodiments, the elongate slots 1742 may be configured to receive fasteners for retaining the end regions of the elongate panel 1764 between the flange 128 of the support post 122 (
The top elongate panel 1762 includes a bottom wall 1716 configured, along a central region, to define an upstanding groove formation 1718 extending substantially the length of the elongate panel 1762.
The top elongate panel 1762 includes elongate slots 1720 positioned in the front wall 1712 and the rear wall 1714 at an end region of the elongate panel. The elongate slots 1720 may be configured to receive fasteners 1496 for retaining the end regions of the elongate panel between the flange of a support post and at least one of: (a) a tie member (described with reference to
Reference is made to
It may be appreciated that, in some embodiments, the fin 140 described with reference to
The fastener assembly 1870 may include a carriage bolt 1872 and a speed clip 1874. The carriage bolt 1872 may be placed within elongate slots 1820 of the elongate panel 1864 and may be secured or threaded to the speed clip 1874.
Reference is made to
Reference is made to
In some situations, by structurally enhancing one or more elongate panels with elongate stiffener members and by securing the elongate panels to embodiment support posts described in the present application, deflection of a series of stacked panels may be reduced or minimized.
Further, in some situations, structurally enhancing one or more elongate panels with elongate stiffener members may allow lateral spacing between adjacent support posts to be greater as compared to lateral spacing between adjacent support posts of a sound wall devoid of structurally stiffened elongate panels. By structurally enhancing the one or more elongate panels with elongate stiffener members, the elongate panels may experience reduced sagging or lateral deformation due to wind loads or other forces acting on the sound wall.
Reference is made to
The sound wall 2000 includes at least a pair of support posts 2022 and a plurality of elongate panels extending between the support posts 2022. The plurality of elongate panels may include one or more continuous length elongate panels 2026 and one or more sets of joined elongate panels 2024. In some embodiments, the one or more sets of joined elongate panels 2024 may be reinforced with stiffener members received therein. Similar to the sound wall described with reference to
In
The joiner panel 2050 may include one or more joiner apertures 2052 within a front wall or a rear wall of the joiner panel 2050, and the joiner apertures 2052 may be configured to align with one or more slots positioned on the respective elongate panels 2024 and the one or more stiffener members 2090, if installed.
Reference is made to
As described in the present application, mating formations may be configured to fit adjacent or stacked elongate panels together and to reduce openings between the elongate panels of the sound wall through which acoustic waves may pass unimpeded. In some embodiments, it may be desirable to affix the series of elongate panels based in part on the mating formations. That is, by adhesively or mechanically affixing complementary mating formations of respective elongate panels to one another, the structural integrity of the series of elongate panels, as a combination, may be increased.
Reference is made to
In
Further, respective upstanding groove formations of the intermediate panels 2364 and the top panel 2362 may include a first through-hole aperture for receiving the threaded rod 2340. Further, the intermediate panels 2364 may include a second through-hole aperture within the respective upstanding tongue formations. When the series of elongate panels are stacked, adjacent first through-hole apertures aligned with second through-hole apertures may align and the threaded rod 2340 may be positioned through the aligned apertures for retaining the series of elongate panels in positional alignment. In some examples, the threaded rod 2340 may be a vertical support rod extending through the series of elongate panels at laterally spaced locations, similar to those described in U.S. Pat. No. 5,272,284.
In some embodiments described in the present application, example support posts may be configured as H-beams or I-beams formed of steel or other structural material. Other shapes or configurations of support posts may be contemplated. For example, support posts may be in the form of a C-section or a T-section including a central member and a sole flange member extending along an edge of the central member. The sole flange member may be arranged to be substantially perpendicular to the central member. In some other embodiments, the support posts may include hollow sections resembling H-beams or I-beams and formed of plastic or other material.
As described in the present application, embodiments of sound walls may include a series of laterally spaced support posts and a plurality of substantially hollow elongate panels extending between adjacent support posts. The elongate panels may be a series in a stacked configuration.
One or more of the elongate panels in the series may include embodiments of stiffener members described in the present application. Features of the stiffener member in combination with features of the respective elongate panels may be configured to resist buckling of the elongate stiffener member, thereby reducing deflection of the series of elongate panels of the sound wall.
In some embodiments, when designing a sound wall, a threshold (or maximum) allowable elongate panel deflection measurement may be a design parameter. Determining (a) an optimal number of elongate stiffener members to be integrated into elongate panels and (b) spatial separation of reinforced elongate panels in the stacked configuration for a given threshold (or maximum) allowable elongate panel deflection measurement may be a function of: (i) the number of stacked elongate panels in the series for constructing the sound wall between adjacent support posts; and/or (ii) the length of the respective elongate panels (e.g., the approximate distance between a pair of adjacent support posts). A maximum allowable deflection of the elongate panels may be prescribed by regional regulatory bodies regulating building structures. That is, sound wall engineers may identify a given threshold allowable deflection of elongate panels in one geographical region (e.g., based on local regulatory requirements) that is different than another threshold allowable deflection of elongate panels in another geographical region (e.g., based on different local regulatory requirements).
In some scenarios, setting the above-described threshold allowable elongate panel deflection measurement may be dependent on a maximum expected wind load to be incident on the series of elongate panels. For example, a sound wall installed in an open coastal area that is adjacent a lake or ocean may normally experience a higher expected wind load to be incident on the series of panels than an expected wind load to be incident on another sound wall installed in an urban or heavily populated area. Accordingly, the sound wall installed in the open coastal area may be designed to with a more constrained panel deflection allowance than the sound wall installed in the heavily populated area.
Reference is made to
Based on the illustration in
By structurally enhancing selected elongate panels 124 using elongate stiffener members 190, horizontal (e.g., illustrated in
Reference is made to
The elongate post 2600 includes a pair of opposing flanges 2628 and a central member 2626 connecting the opposing flanges 2628. At least a portion of the respective opposing flanges 2628 and the central member 2626 may define a cavity 2602.
The cavity 2602 may be circumscribed by a portion of the pair of opposing flanges 2628 and the central member 2626. The cavity 2602 may have a cavity depth in a direction corresponding to the length of the central member 2626. That is, the cavity depth may be approximately the length of the central member 2626.
The elongate post 2600 may include a sleeve 2650 at least partially wrapping around one of the pair of opposing flanges 2628 to form a cavity structure 2652 extending towards the other of the pair of opposing flanges to provide a decreased cavity depth 2604. The length dimension of the decreased cavity depth 2604 may be less than the length dimension of the length of the central member 2626. Accordingly, as illustrated in
Although embodiments have been shown and described, those of skill in the art will appreciate that variations and modifications may be made without departing from the scope thereof as defined by the appended claims.
This application claims priority from U.S. provisional patent application No. 62/795,902, filed on Jan. 23, 2019, the entire contents of which are hereby incorporated by reference herein.
Filing Document | Filing Date | Country | Kind |
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PCT/CA2020/050079 | 1/23/2020 | WO | 00 |
Number | Date | Country | |
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62795902 | Jan 2019 | US |