FIELD OF THE INVENTION
The present disclosure relates generally to a vehicle barrier system including a curb structure and an approach slab connected to the curb structure.
BACKGROUND
Large trucks are commonly used in open pit aggregate mines to haul rock, soil, or other types of aggregate and to dump aggregate into large feed hoppers used to direct the aggregate to an aggregate crusher or conveyer. Feed hoppers are often placed adjacent to a mechanically stabilized earth (MSE) retaining wall or other type of stabilized earthen or rock wall so that a mining truck can drive to the top of the wall and dump aggregate downward into the hopper. Moreover, in other applications, various types of vehicles capable of dumping material may be utilized to dump ore, debris, refuse, or other materials from other types of elevated structures. Trucks used for hauling aggregate are extremely large and may weigh many tons when fully loaded with material. Serious accidents may occur during operation of such trucks, causing damage to the truck or other equipment on site and injury to personnel. For instance, incidents have been documented in which mining trucks have backed over a retaining wall and caused serious injury or even death to the driver of the truck and also catastrophic damage to both the truck and the hopper. Such damage may not only be expensive but also time-consuming to repair, which may result in significant delays in restarting operations after an accident. Truck drivers often work long hours, which may contribute to the frequency with which such accidents occur.
To mitigate the probability of vehicle accidents at mining sites and similar dumping sites, a dump curb is often utilized at the top of the retaining wall or other elevated structure to prevent trucks from backing over the retaining wall. The dump curb is installed in a position to stop the rear wheels of the truck in a suitable location in which material can be dumped from the truck to a position below the retaining wall or other elevated structure. Such curbs are typically constructed of concrete and run along the top of the retaining wall. Due to the size and weight of large dumping vehicles such as mining trucks, repeated impacts to the dump curb often cause damage to the curb, which compromises the structural integrity of the curb. This damage may cause the dump curb to eventually fail, thereby increasing the likelihood of an accident. Furthermore, even when utilizing a dump curb, incidents have also been documented in which large vehicles have veered off of the approach to the dump curb when reversing into position to dump material, which may still result in the truck falling down on the opposing side of a retaining wall or down an embankment.
In addition to accidents involving trucks either backing over a retaining wall or veering off the approach to a dump curb, other injuries and property damage frequently occur when dumping material from the truck even when the truck is properly positioned relative to the dump curb and receiving structure below, such as a hopper used to receive dumped aggregate material. For instance, individual large rocks or clumps of clay may interact with other aggregate or with structures including the truck and hopper during the process of dumping the rock or clay material as the material falls from the truck toward the hopper below and thus move in unpredictable ways, which can result in some of the aggregate material falling over the side of the hopper and down to the ground below. Pieces of overflow material can be large, and the distance from the top of the hopper to the ground below is often substantial, which can result in serious property damage or serious injury or death if any personnel are struck by falling material.
SUMMARY
A vehicle barrier system and a method of constructing the vehicle barrier system are provided. The vehicle barrier system comprises a barrier structure that is integrally connected to a moment slab. The barrier structure and moment slab may be installed on an earthen support structure, which may comprise soil retained by a retaining wall. The moment slab functions as an approach slab for a vehicle approaching the barrier structure, which may be installed on a top side of the retaining wall to prevent vehicles from accidentally backing or driving over the retaining wall and falling downward to the ground below. The integrated design of the vehicle barrier system and construction elements of the system allow the system to be utilized for extremely large vehicles, such as mining trucks used to dump aggregate into feed hoppers at mining sites or for other types of large vehicles used for dumping or hauling material. The barrier structure and moment slab may also be installed on other types of structures elevated above a lower surface, such as a foundation wall or a stabilized rock wall.
The barrier structure comprises a front curb section and two opposing side curb sections each connected to the front curb section. Each of the side curb sections extends from opposing ends of the front curb section at an angle to the front curb section. The front curb section and side curb sections define a concrete form having a hollow interior. The concrete form may be in the form of a metal casing designed for wet concrete slurry to be poured into the casing to fill the hollow interior of the concrete form. The front curb section has a front wall and a rear wall, and each of the side curb sections also has a front wall and a rear wall, which define the hollow interior of the concrete form. The barrier structure includes a base attached to the rear wall of the front curb section and to each respective rear wall of the side curb sections. The base comprises a generally horizontal piece of material. The rear wall of the front curb section and each respective rear wall of the side curb sections extend upwardly from the base. The front wall of the front curb section and each respective front wall of the side curb sections has a lower edge positioned above the base so as to define an open portion of the concrete form, which allows direct access into the hollow interior of the concrete form. Concrete and reinforcing bars may be installed through the open portion of the concrete form.
The barrier structure further comprises an opposing pair of containment walls each attached to a respective one of the side curb sections. Each of the containment walls extends upwardly from an upper end of each respective side curb section to form a containment barrier that extends along the sides of a portion of the moment slab that leads up to the front curb section, which is generally the location where a truck or other vehicle would be positioned when dumping material over the front curb section of the barrier structure. The containment walls positioned on opposite sides of the vehicle are designed to prevent any aggregate or other dumped material from inadvertently falling over the sides of the side curb sections when dumping the material over the front curb section. The containment walls extend in a forward direction at least to a position adjacent to the front curb section and may extend forwardly to a position beyond the front curb section, in which case at least a portion of each containment wall may be positioned directly above at least a portion of a hopper or other receiving structure to prevent any aggregate or other dumped material from inadvertently falling outside of the hopper.
The moment slab is connected to both the front curb section and to the side curb sections. At least a portion of the moment slab is disposed between the side curb sections. The moment slab comprises concrete, which forms the approach slab on which a vehicle may be operated to approach the barrier structure. The concrete extends from the portion of the moment slab on which the vehicle is operated through the open portion of the concrete form and upwardly into the hollow interior of the concrete form. Reinforcing bars may be utilized within the concrete of the moment slab. Before pouring the wet concrete slurry, the reinforcing bars may be tied to studs attached to interior surfaces of the front and side curb sections and disposed within the hollow interior of the concrete form. In addition, vertically oriented lateral support members may also be utilized to prevent lateral movement of the vehicle barrier system relative to the earthen support structure on which the system is installed.
It should be understood that the summary above is provided to introduce in simplified form a selection of concepts that are further described in the detailed description. It is not meant to identify key or essential features of the claimed subject matter, the scope of which is defined uniquely by the claims that follow the detailed description. Furthermore, the claimed subject matter is not limited to implementations that solve any disadvantages noted above or in any part of this disclosure.
DESCRIPTION OF THE DRAWINGS
These and other features, aspects, and advantages of the present invention will become better understood with regard to the following description, appended claims, and accompanying drawings where:
FIG. 1 shows a perspective view of a concrete form structure for constructing a vehicle barrier in accordance with the present disclosure.
FIG. 2 shows a top plan view of a concrete form structure for constructing a vehicle barrier in accordance with the present disclosure.
FIG. 3 shows a cross-sectional view of a concrete form structure for constructing a vehicle barrier in accordance with the present disclosure as viewed along line 3-3.
FIG. 4 shows a cross-sectional view of a concrete form structure for constructing a vehicle barrier in accordance with the present disclosure as viewed along line 4-4.
FIG. 5 shows a perspective view of an internal portion of a concrete form structure for constructing a vehicle barrier in accordance with the present disclosure.
FIG. 6 shows a perspective view of a vehicle barrier system in a state of being constructed in accordance with the present disclosure.
FIG. 7 shows a perspective view of a vehicle barrier system in accordance with the present disclosure.
FIG. 8 shows a perspective view of a vehicle barrier system in accordance with the present disclosure.
FIG. 9 shows a cross-sectional view of a vehicle barrier system installed on top of a retaining wall in accordance with the present disclosure.
FIG. 10 shows a cross-sectional view of a cantilevered vehicle barrier system installed on top of a retaining wall in accordance with the present disclosure.
FIG. 11 shows a cross-sectional view of a vehicle barrier system installed on top of a retaining wall and being used by a mining truck to back up to a hopper in accordance with the present disclosure.
FIG. 12 shows a cross-sectional view of a vehicle barrier system installed on top of a stable rock wall and being used by a mining truck to back up to a hopper in accordance with the present disclosure.
FIG. 13 shows a cross-sectional view of a vehicle barrier system installed on top of a foundation wall and being used by a dump truck to dump material from the top of the foundation wall in accordance with the present disclosure.
FIG. 14 shows a cross-sectional view of a vehicle barrier system installed on top of an elevated structure and being used by a mining truck to dump material from the elevated structure in accordance with the present disclosure.
FIG. 15 shows a perspective view of a concrete form structure with debris containment walls in accordance with the present disclosure.
FIG. 16 shows a perspective view of a concrete form structure with debris containment walls in accordance with the present disclosure.
FIG. 17 shows a perspective view of a vehicle barrier system with debris containment walls in accordance with the present disclosure.
FIG. 18 shows a front perspective view of a vehicle barrier system with debris containment walls in accordance with the present disclosure.
FIG. 19 shows a front cross-sectional view of a vehicle barrier system with debris containment walls in accordance with the present disclosure.
FIG. 20 shows a side cross-sectional view of a vehicle barrier system with debris containment walls installed on top of a retaining wall and being used by a mining truck to back up to a hopper in accordance with the present disclosure.
FIG. 21 shows a top plan view of a vehicle barrier system with debris containment walls installed adjacent to a hopper in accordance with the present disclosure.
DETAILED DESCRIPTION
The present disclosure provides a vehicle barrier system and a method of constructing the vehicle barrier system in accordance with the independent claims. Preferred embodiments of the claimed invention are reflected in the dependent claims. The claimed invention can be better understood in view of the embodiments described and illustrated in the present disclosure. In general, the present disclosure reflects preferred embodiments of the invention. The attentive reader will note, however, that some aspects of the disclosed embodiments extend beyond the scope of the claims. To the respect that the disclosed embodiments indeed extend beyond the scope of the claims, the disclosed embodiments are to be considered supplementary background information and do not constitute definitions of the invention per se.
In the Summary above and in this Detailed Description, and the claims below, and in the accompanying drawings, reference is made to particular features, including method steps, of the invention as claimed. In the present disclosure, many features are described as being optional, e.g. through the use of the verb “may” or the use of parentheses. For the sake of brevity and legibility, the present disclosure does not explicitly recite each and every permutation that may be obtained by choosing from the set of optional features. However, the present disclosure is to be interpreted as explicitly disclosing all such permutations. For example, a system described as having three optional features may be embodied in seven different ways, namely with just one of the three possible features, with any two of the three possible features, or with all three of the three possible features. It is to be understood that the disclosure in this specification includes all possible combinations of such particular features. For example, where a particular feature is disclosed in the context of a particular aspect or embodiment, or a particular claim, that feature can also be used, to the extent possible, in combination with/or in the context of other particular aspects or embodiments, and generally in the invention as claimed.
The term “comprises” and grammatical equivalents thereof are used herein to mean that other components, steps, etc. are optionally present. For example, a system “comprising” components A, B, and C can contain only components A, B, and C, or can contain not only components A, B, and C, but also one or more other components.
Where reference is made herein to a method comprising two or more defined steps, the defined steps can be carried out in any order or simultaneously (except where the context excludes that possibility), and the method can include one or more other steps which are carried out before any of the defined steps, between two of the defined steps, or after all the defined steps (except where the context excludes that possibility).
A vehicle barrier system 200 and a method of constructing the vehicle barrier system 200 are provided. As shown in FIG. 7, the vehicle barrier system comprises a barrier structure 100 that is integrally connected to a moment slab 48. As best seen in FIGS. 11-14, the barrier structure 100 and moment slab 48 may be installed on an elevated support structure, which may allow a vehicle 76 to approach the barrier structure 100 and dump material from the elevated support structure. For instance, as shown in FIG. 11, the barrier structure 100 and moment slab 48 may be installed on an earthen support structure 84 comprising soil retained by a retaining wall 60. The moment slab 48 functions as an approach slab for the vehicle 76 to approach the barrier structure 100, which may be installed on a top side 62 of the retaining wall 60 to prevent vehicles 76 from accidentally backing or driving over the retaining wall 60 and falling downward to the ground below. The moment slab 48 has an upper surface 86 upon which a vehicle 76 may be operated. The integrated design of the vehicle barrier system 200 and construction elements of the system allow the system to be utilized for extremely large vehicles 76, such as mining trucks 76 used to dump aggregate into feed hoppers 78 at mining sites. The system 200 may also be utilized for other large vehicles 76, such as dump trucks, garbage trucks, semi-trailer trucks, box trucks, front-end loaders, or other similar types of vehicles capable of dumping or hauling material. As best seen in FIGS. 17 and 18, the barrier structure 100 may include containment walls 102 disposed on either side of the moment slab 48 to contain any dumped material that inadvertently falls to the sides of the barrier structure 100 during the dumping process.
The barrier structure 100 comprises a concrete form 10 that is filled with concrete 50 during installation of the system 200. FIGS. 1-5 illustrate the concrete form 10 of the barrier structure 100 before installation. FIGS. 15 and 16 also illustrate the concrete form 10 before installation with optional containment walls 102 mounted onto the concrete form 10. The containment walls 102 may be mounted on the concrete form 10 before or after installation of the form 10 at an installation site. The barrier structure 100 comprises a front curb section 12 and two opposing side curb sections 14 each connected to the front curb section 12 at opposing ends of the front curb section 12. The barrier structure 100 also comprises a base 26 to which the front curb section 12 and side curb sections 14 are attached. At least a portion of the moment slab 48 is disposed between the side curb sections 14, though the moment slab 48 may extend away from the front curb section 12 beyond the ends of the side curb sections 14, as shown in FIG. 7. The barrier structure 100 prevents a vehicle 76 from backing or driving beyond limits defined by the front curb section 12 and side curb sections 14. For instance, when backing a mining truck 76 to dump material into a hopper 78 positioned on an opposing side of the retaining wall 60, the front curb section 12 may be contacted by wheels of the truck 76 when positioning the truck 76 for dumping, as shown in FIGS. 11, 12, and 20. Further, the side curb sections 14 prevent the truck 76 from veering off of the moment slab 48 when backing up to the front curb section 12. Thus, the front curb section 12 may be positioned directly over a top side 62 of the retaining wall 60, as shown in FIGS. 9-11 and 20. As such, the front curb section 12 is preferably a generally straight section of curb, which may be positioned above a generally straight section of a retaining wall 60 or adjacent to an edge of a similar type of elevated support structure. Each of the side curb sections 14 extends from the opposing ends of the front curb section 12 at an angle to the front curb section 12. Each of the side curb sections 14 is also preferably a generally straight section of curb and preferably extends from the front curb section 12 at an angle of approximately 90 degrees to the front curb section 12. Thus, as best seen in FIG. 2, the concrete form 10 preferably has a “U” shape but with the side curb sections 14 being generally perpendicular to the front curb section 12 at the point of attachment of each side curb section 14. Both side curb sections 14 extend from the front curb section 12 in the same direction, which is a direction toward the moment slab 48 so that at least a portion of the moment slab 48 is disposed between the side curb sections 14. The side curb sections 14 may alternatively extend from the front curb section 12 at an angle that deviates slightly from a 90-degree angle. For instance, the side curb sections 14 may be angled outwardly from the front curb section 12 at an angle slightly greater than 90 degrees. Alternatively, the transition from the front curb section 12 to each of the side curb sections 14 may be a curved corner section that effectively forms an angle of approximately 90 degrees between the front curb section 12 and each of the side curb sections 14.
The front curb section 12 and side curb sections 14 define the concrete form 10, which has a hollow interior 16, as best seen in cross-sectional views shown in FIGS. 3 and 4, which show one of the side curb sections 14 and the front curb section 12, respectively. The concrete form 10 comprises a casing designed for wet concrete slurry to be poured into the casing to substantially fill the hollow interior 16 of the concrete form 10. The front curb section 12 has a front wall 18 and a rear wall 20, and each of the side curb sections 14 also has a front wall 22 and a rear wall 24, which define the hollow interior 16 of the concrete form 10. The hollow interior 16 may extend continuously from a first one of the side curb sections 14 into the front curb section 12 and into the second side curb section 14. The rear walls 20 and 24 generally face outwardly from the concrete form 10 in a direction facing away from the moment slab 48 when the system 200 is installed, as shown in FIG. 7. The front walls 18 and 22 generally face inwardly toward the moment slab 48 when the system 200 is installed.
The barrier structure 100 includes a base 26 attached to the rear wall 20 of the front curb section 12 and to each respective rear wall 24 of the side curb sections 14. The base 26 comprises a generally horizontal piece of material, which preferably has a continuous horizontal surface without openings in the surface. The rear wall 20 of the front curb section 12 and each respective rear wall 24 of the side curb sections 14 extend upwardly from the base 26. As best seen in FIGS. 3 and 4, the rear walls 20 and 24 may preferably extend upwardly from the base 26 at an angle of 90 degrees so that the rear walls 20 and 24 are generally vertical when the system 200 is installed. The base 26 extends from the rear wall 20 of the front curb section 12 toward the front wall 18 of the front curb section 12 in a generally horizontal direction to form a bottom of the concrete form 10. The base 26 also extends from the rear wall 24 of each of the side curb sections 14 toward the front wall 22 of each respective one the side curb sections 14 in a generally horizontal direction to form the bottom of the concrete form 10.
As shown in FIG. 4, the front wall 18 of the front curb section 12 may preferably be angled slightly toward the moment slab 48 so that the front wall 18 is not vertical but slopes slightly outward from the top of the front wall 18 to the bottom of the front wall 18. The slightly angled front wall 18 may provide a larger contact area for the tires of the vehicle 76 when the tires impact the front wall 18, which may help to avoid a pinch point between the front wall 18 of the front curb section 12 and the vehicle tires when the tires are bumped against the front wall 18. In addition, as best seen in FIGS. 1 and 3, the front walls 22 of the side curb sections 14 may preferably have flared bottom sections 40 that are angled outwardly from an upper portion of the front walls 22 as the flared bottom sections 40 approach the moment slab 48. Thus, the flared bottom section 40 of each side curb section 14 is angled in a direction away from the rear wall 24 of the side curb section 14 as the flared bottom section 40 slopes downward to the moment slab 48. An upper portion of the front walls 22 of the side curb sections 14 above the flared bottom sections 40 may also be angled slightly toward the moment slab 48, which may be at approximately the same angle to the moment slab 48 as the front wall 18 of the front curb section 12. The flared bottom sections 40 may then be angled at a smaller angle than the upper portion of the wall 22 relative to an upper surface 86 of the moment slab 48. The flared bottom sections 40 may be angled to an extent that the flared bottom sections will contact a wheel of a vehicle 76 before the upper portion of the wall 22 will contact the wheel if the vehicle inadvertently veers at an angle into one of the side curb sections 14, in which case the vehicle 76 would not be properly aligned when backing up to the front curb section 12. Thus, the flared bottom sections 40 may help to guide the vehicle 76 by immediately notifying an operator of the vehicle 76 upon contact with one of the flared bottom sections 40 that the vehicle is not properly aligned so that the operator may realign the vehicle. By providing such early notification to the operator before a more substantial impact with the barrier structure 100, the flared bottom sections 40 may prevent damage to the wheels or other portions of the vehicle 76 while the barrier structure 100 also prevents a potential accident.
As best seen in FIGS. 1, 3, and 4, the front wall 18 of the front curb section 12 has a lower edge 28 positioned above the base 26, and each respective front wall 22 of the side curb sections 14 also has a lower edge 30 positioned above the base 26 so as to define an open portion 32 of the concrete form 10, which allows direct access into the hollow interior 16 of the concrete form 10. The open portion 32 extends vertically between an upper surface of the base 26 and the lower edges 28 and 30 of the front and side curb sections 12 and 14. The open portion 32 also extends along a length of each of the side curb sections 14 and the front curb section 12. During installation of the system 200, the open portion 32 of the concrete form 10 allows reinforcing bars (“rebar”) 54 and concrete 50 used in constructing the moment slab 48 to extend into the interior 16 of the concrete form 10 in order to integrally connect the barrier structure 100 to the moment slab 48. When the system 200 is installed, the upper surface 86 of the moment slab 48 may be generally level with the lower edge 28 of the of the front wall 18 of the front curb section 12 and with the lower edge 30 of each respective front wall 22 of the side curb sections 14, as best seen in FIG. 7.
As best seen in FIG. 1, the barrier structure 100 may comprise a plurality of vertical support members 38, which are connected to the concrete form 10. Each respective one of the vertical support members 38 may be connected to the base 26 and to either the lower edge 28 of the front wall 18 of the front curb section 12 or to the lower edge 30 of the front wall 22 of a respective one of the side curb sections 14. As best seen in FIGS. 3 and 4, the barrier structure 100 may further comprise a plurality of internal support members 36 disposed within the hollow interior 16 of the concrete form 10. Each respective one of the internal support members 36 may be connected to the front wall 18 and to the rear wall 20 of the front curb section 12 or may be connected to the front wall 22 and to the rear wall 24 of a respective one of the side curb sections 14. Both the vertical support members 38 and the internal support members 36 may provide additional structural support to the concrete form to help ensure structural integrity of the casing that forms the concrete form 10 during installation and operation of the system 200.
As best seen in FIGS. 1-4, the front curb section 12 may have an upper wall 42 connecting the front wall 18 and the rear wall 20 of the front curb section 12, and each of the side curb sections 14 may also have an upper wall 44 connecting the front wall 22 and the rear wall 24 of each respective one of the side curb sections 14. As best seen in FIGS. 1 and 2, the upper wall 42 of the front curb section 12 may have a plurality of openings 46 extending through the upper wall 42 of the front curb section 12, and the upper wall 44 of each of the side curb sections 14 may also have a plurality of openings 46 extending through the upper wall 44 of each of the side curb sections 14. Each of the openings 46 preferably has a generally rectangular shape with rounded corners. The openings 46 provide a location into which wet concrete slurry may be poured into the interior 16 of the concrete form 10. The openings 46 also allow air to be displaced from the interior 16 of the concrete form 10 as the concrete slurry is poured into the interior 16 and fills the concrete form 10. The hollow interior 16 of the concrete form 10 may be defined at least in part by the front walls 18, 22 and rear walls 20, 24 of the front curb section 12 and side curb sections 14, as well as by the base 26 and the upper walls 42, 44 of the front and side curb sections 12, 14. The interior 16 is open along the open portion 32 of the concrete form 10 and may be delineated generally by the vertical support members 38 of both the front and side curb sections 12, 14. The base 26 extends from the rear wall 20 of the front curb section 12 at least to the open portion 32 and from each respective rear wall 24 of the side curb sections 14 at least to the open portion 32. As best seen in FIGS. 1 and 2, the base 26 may extend inwardly past the vertical support members 38 to provide a base that covers a greater surface area to enhance stability of the base 26. As best seen in FIG. 1, the side curb sections 14 may each have an end 90, which may also be attached to the base 26 with vertical support members 38. In addition, the open portion 32 may extend to the ends 90 of each side curb section 14.
As best seen in FIGS. 3-5, the concrete form 10 may further comprise a plurality of studs 34 disposed within the interior 16 of the concrete form 10. Each of the studs 34 may be attached to the front walls 18, 22 or to the rear walls 20, 24 of the front curb section 12 and side curb sections 14, or may be attached to the base 26. Studs 34 may also be optionally attached to the upper walls 42, 44 of the front and side curb sections. Each of the studs 34 may extend inwardly into the interior 16 of the concrete form 10 from the surface to which the stud 34 is attached, preferably in a direction approximately perpendicular to the attachment surface. The studs 34 may be arranged in a pattern, such as in rows extending along a length of the front curb section 12 and the side curb sections 14, as shown in FIG. 5, which shows the interior of one of the side curb sections 14 viewed in a direction looking toward the end 90 of the side curb section 14. The studs 34 ensure that the concrete 50 poured into the interior 16 of the form 10 does not delaminate from the concrete form 10 over time. The studs 34 may also provide positioning and tie points for the rebar 54 when installing the system 200.
The moment slab 48 comprises concrete 50, which forms the slab on which a vehicle 76 may be operated upon an upper surface 86 of the slab to approach the barrier structure 100. The moment slab 48 is connected to both the front curb section 12 and to the side curb sections 14 by the concrete 50 that extends from the moment slab 48 through the open portion 32 of the concrete form 10 and upwardly into the hollow interior 16 of the concrete form 10 into both the front curb section 12 and the side curb sections 14 to form a monolithic structure that includes both the moment slab 48 and the barrier structure 100. The concrete 50 extends both horizontally from the moment slab 48 into the hollow interior 16 of the concrete form through the open portion 32 and then upwardly further into the interior 16 so that the concrete 50 may substantially fill the interior 16 of the concrete form 10. As best seen in FIG. 7, at least a portion of the moment slab 48 is disposed between the side curb sections 14, though the moment slab 48 preferably extends past the ends 90 of the side curb sections 14. Reinforcing bars 54 may be utilized within the concrete 50 of the moment slab 48. Before pouring the wet concrete slurry, rebar 54 may first be tied to some of the studs 34 attached to interior surfaces of the front and side curb sections 12, 14 within the interior 16 of the concrete form 10.
The vehicle barrier system 200 may further comprise vertically oriented lateral support members 56, which may be utilized to anchor the moment slab 48 in order to prevent lateral movement of the vehicle barrier system 200 relative to the earthen support structure 84 on which the system 200 is installed. As shown in FIGS. 6 and 7, the system 200 may include two lateral support members 56 that are anchored in the concrete 50 of the moment slab 48 and in the earthen support structure 84. As best seen in FIGS. 9-12, each lateral support member 56 has an upper end 80 disposed within the concrete 50 of the moment slab 48 and a lower end 82 disposed within the earthen support structure 84. The lateral support members 56 may prevent shifting of the moment slab 48 and the connected barrier structure 100 after repeated impacts over time to the barrier structure 100 by a vehicle 76 during normal use of the system 200.
The vehicle barrier system 200 is designed to be constructed utilizing cast-in-place (CIP) concrete to form the moment slab 48 and to fill the interior 16 of the concrete form 10 of the barrier structure 100. Thus, the concrete form 10 remains in place after installation. The concrete 50, preferably in combination with rebar 54, provides a mechanical connection between the moment slab 48 and the barrier structure 100. The concrete 50 and rebar 54 may also provide flexural strength to the moment slab 48 to withstand long-term loading of large vehicles 76. The concrete 50 utilized in constructing the system preferably has a 4,000 pounds per square inch (approximately 27,580 kPa) minimum compressive strength at 28 days. The concrete form 10 structure may be constructed of steel or a similar high-strength, rigid material. For instance, the base 26 and the walls of the front and side curb sections 12, 14 may be constructed of three-eighths-inch (0.9525 cm) thick A36 mild steel. Vehicle 76 impacts directly contact the front walls 18, 22 of the barrier structure 100 so that the CIP concrete within the interior 16 of the concrete form 10 of the barrier structure 100 is not damaged by direct impacts. To construct the concrete form 10, the base 26 and the walls of the front and side curb sections 12, 14 may be welded together at appropriate locations. For instance, the rear walls 20 and 24 of the front curb section 12 and side curb sections 14, respectively, may be welded to the base 26. The upper walls 42 and 44 may also be welded to the front walls 18 and 22 and to the rear walls 20 and 24 of the front curb section 12 and side curb sections 14, respectively. In addition, the vertical supports 38 may be welded to both the base 26 and to the front walls 18 and 22 of the front curb section 12 and side curb sections 14, respectively. Portions of the front walls 22 of the side curb sections 14 may also be welded to the front wall 18 of the front curb section 12 to form seamless connections between all walls so that there is no unwanted leakage of concrete slurry during construction.
As shown in FIGS. 11, 12, and 20, the vehicle barrier system 200 may be installed on an existing earthen support structure 84. The earthen support structure may include a retaining wall 60 that retains soil of the earthen support structure 84 upon which the moment slab 48 is positioned, as seen in FIGS. 11 and 20. A portion of the base 26 of the barrier structure 100 may rest on a top side 62 of the retaining wall 60 that retains soil of the earthen support structure 84. The retaining wall 60 may have a vertical exterior face 88, and the rear wall 20 of the front curb section 12 may be vertically aligned with the face 88 of the retaining wall 60, as shown in FIGS. 9, 11, and 20. Alternatively, as shown in FIG. 10, the system 200 may be installed so that the barrier structure 100 includes a cantilevered section 74 that extends past the face 88 of the retaining wall 60, which may allow for better positioning of the front curb section 12 relative to a dumping location, such as a hopper 78 for dumping aggregate into the hopper 78. Alternatively, as shown in FIG. 12, the vehicle barrier system 200 may be installed on an earthen support structure 84 that does not include a retaining wall, but instead has a stable rock wall having an exterior face 88, which may be generally aligned vertically with the rear wall 20 of the front curb section 12.
To install the vehicle barrier system 200, the lateral support members 56 may first be driven into an earthen support structure 84 to a suitable depth to anchor the system 200 in order to provide lateral stability of the moment slab 48 due to vehicles 76 moving onto and off of the approach slab and impacting the barrier structure 100 during normal operation. The lateral support members 56 may comprise steel bearing H-piles (such as HP14x73 steel piling), or alternatively, the lateral support members 56 may comprise concrete drilled shafts, which may preferably be concrete piles that are eighteen inches (approximately 45.7 cm) in diameter. The size and depths of the lateral support members 56 may be customized for a specific installation site based on the size and weight of the vehicles 76 to be used with the system 200 or other design considerations specific to the installation site. As best seen in FIGS. 6 and 7, fill material may then be added and a level subgrade surface 58 may be prepared on which the barrier structure 100 and moment slab 48 may be installed. The lateral support members 56 may be driven into the earthen support structure 84 so that the upper end 80 of each lateral support member 56 is disposed above the subgrade surface 58 before pouring the concrete slurry to form the moment slab 48.
As shown in FIGS. 9 and 10, a spacer 72 may be optionally installed on the top side 62 of the retaining wall 60 so that the spacer 72 is disposed between the base 26 of the barrier structure 100 and the top side 62 of the retaining wall 60. The spacer 72 may comprise an elastomeric material that functions as an expansion joint between the concrete form 10 and the retaining wall 60. The spacer 72 is preferably at least one inch (2.54 cm) thick and has a durometer measurement of 60-70 and a minimum tensile strength of 610 psi (approximately 4,205 kPa). The spacer 72 helps to minimize any point loading between the base 26 of the concrete form 10 structure and the top side 62 of the retaining wall 60 as well as to reduce any vibration transfer between these two structural components. The spacer 72 material may be placed along the entire length of the portion of the retaining wall 60 that is positioned directly below the concrete form 10. The prepared subgrade 58 may be generally level horizontally with the spacer 72 so that portions of the base 26 of the concrete form 10 may be placed onto both the spacer 72 and the prepared subgrade 58 with the base 26 being disposed in a generally horizontal position with the base 26 laying flat on the prepared subgrade 58. The width of the base 26, which preferably extends inwardly past vertical support members 38 toward a central portion of the moment slab 48, helps to ensure that the concrete 50 of the moment slab 48 does not leak through under the concrete form 10 as the concrete 50 is being installed. In addition, the width of the base 26 provides further stability so that the concrete form 10 may be cantilevered over the face 88 of the retaining wall 60.
The concrete form 10 may then be moved into position resting on the prepared subgrade 58 with a portion of the form 10 also positioned above the retaining wall 60. As best seen in FIGS. 6 and 7, portions of the retaining wall 60 may extend upwardly above the prepared subgrade 58 on either side of the barrier structure 100 so that the top side 62 of the wall 60 on either side of the barrier structure 100 is higher than the top side 62 of the portion of the wall 60 that is positioned under the barrier structure 100. To this end, additional concrete or other wall structure may be optionally installed onto the top of an existing retaining wall 60 during installation of the system 200 to extend the existing wall upwardly. Alternatively, initial design and construction of the retaining wall 60 may optionally include an indented section of the wall 60 sized to receive the concrete form 10.
Once the concrete form 10 is in place, the moment slab 48 may then be installed. The upper end 80 of each lateral support member 56 may be cut if necessary for the upper end 80 to be disposed within the concrete 50 of the slab 48. An approach slab concrete form 52 may be installed around a perimeter of the intended location of the moment slab 48 and at a desired slab height, which may be generally level with the lower edge 28 of the of the front wall 18 of the front curb section 12 and with the lower edge 30 of each respective front wall 22 of the side curb sections 14, as best seen in FIG. 6. Rebar 54 may also be installed within the perimeter of the approach slab concrete form 52 so that the rebar 54 will be disposed within the concrete 50 of the slab 48 after pouring concrete slurry to install the moment slab 48. The rebar 54 may be inserted through the open portion 32 of the concrete form 10, and ends of the rebar 54 may be tied to studs 34 disposed within the interior 16 of the concrete form 10. The rebar 54 may be tied to studs 34 extending upwardly from the base 26 of the concrete form 10 or extending horizontally from the rear wall 20, 24 of the front curb section 12 or side curb sections 14.
As shown in FIG. 7, wet concrete slurry may then be poured within the approach slab concrete form 52 and also within the concrete form 10 of the barrier structure 100. Concrete slurry may first be poured into the approach slab concrete form 52 to construct the moment slab 48. The concrete slurry poured for the moment slab 48 may flow into the interior 16 of the concrete form 10 through the open portion 32 of the concrete form 10. Concrete slurry may then also be poured directly into the interior 16 of the concrete form 10 through openings 46. Concrete slurry may be poured into multiple individual openings 46 in both the front curb section 12 and the two side curb sections 14 so that concrete extends from the moment slab 48 into the interior 16 of the form 10 structure and upwardly toward the openings 46 of the front and side curb sections 12, 14. The concrete may be allowed to cure in order to form a monolithic structure in which the concrete 50, as well as the rebar 54, integrally connects the barrier structure 100 to the moment slab 48. Once the concrete 50 has cured, the approach slab concrete form 52 may be removed. The CIP concrete form of the barrier structure 100 is a stay-in-place form that will remain in place throughout the life of the system 200. Concrete slurry may be poured into concrete form 10 through the openings 46 in the upper walls of the front curb section 12 and side curb sections 14 using an overhead or suspended concrete bucket until the interior 16 of the concrete form 10 is substantially filled with concrete, as best seen in FIGS. 7 and 8. The openings 46 may also provide connection points for loading, unloading, and placing the concrete form 10. The openings 46 may also provide worker access to the interior 16 of the concrete form 10 for installing rebar 54 and tying rebar 54 to studs 34 within the concrete form 10. In addition, the openings 46 may provide access for concrete vibration equipment during installation of the system 200.
As shown in FIG. 8, backfill material 64 may be installed around the moment slab 48 to provide a smooth approach for vehicles 76 moving onto the slab 48. The backfill material 64 may also be installed around the barrier structure 100 and up to an interior side of the retaining wall 60. As also shown in FIG. 8, one or more precast concrete barriers 66 may be optionally installed in a position aligned with the side curb sections 14. The precast concrete traffic barriers 66 may help to align the vehicles 76 when moving into position atop the approach slab 48 prior to reaching the front and side curb sections 12, 14 of the barrier structure 100. Additional backfill may also be optionally added on a back side of the precast concrete barriers 66 to provide additional support for the barriers 66. Past the end of the precast concrete barriers 66, earth berms may also be optionally installed.
As best seen in FIGS. 9-12, 20, and 21, the barrier structure 100 may include a spanner plate 68, which may be attached to the rear wall 20 of the front curb section 12. The spanner plate 68 may at least partially span or cover a gap between the rear wall 20 of the front curb section 12 and a hopper 78. The spanner plate 68 may help to limit any potential loss of aggregate or other material being dumped from a vehicle 76 into the hopper 78 due to material falling between the barrier structure 100 and the hopper 78 when material is dumped. By preventing material from falling when being dumped, the spanner plate 68 may also aid worker safety by preventing dumped material from falling onto workers that may be working in an area at the bottom of the retaining wall 60. The spanner plate 68 may be constructed of the same material as the concrete form 10, which is preferably steel, and may be attached to the concrete form 10 by welding the spanner plate 68 to the rear wall 20 of the front curb section 12, preferably near the top of the rear wall 20. One or more support members 70 may also be welded to the rear wall 20 and to the spanner plate 68 to provide additional structural support for the spanner plate 68. The spanner plate 68 should not be attached to the hopper 78 because differences in vibration between the barrier structure 100 and the hopper 78 may cause damage to the barrier structure 100, including the spanner plate 68, or to the hopper 76 if these components are attached to each other. The width of the spanner plate 68 may be adjusted for different installation sites depending on the width of the gap to be spanned.
To further limit any potential loss of aggregate or other material being dumped from a vehicle 76 into the hopper 78 due to material falling over the sides of the container holding the material on the vehicle 76, the hopper 78, or the side curb sections 14 of the barrier structure 100 when material is dumped from the vehicle 76, the barrier structure 100 may further comprise an opposing pair of containment walls 102 each attached to a respective one of the side curb sections 14. FIGS. 15-21 illustrate the barrier structure 100 with containment walls 102 mounted onto the concrete form 10. FIGS. 20 and 21 illustrate the containment walls 102 optionally utilized in combination with a spanner plate 68. Each of the containment walls 102 extends upwardly from an upper end 44 of each respective side curb section 14 to contain any potential overflow of dumped material, which may result from dumped material, such as large rocks or clumps of clay, interacting with other pieces of material, with portions of the vehicle 76 or hopper 78, or with portions of the barrier structure 100 such as the front curb section 12 or spanner plate 68. Such interactions may cause individual pieces of material to move laterally toward the sides of the general area in which material is being dumped, in which case the material will contact the containment walls 102 and be redirected toward the intended dumping location. In addition, if material falls directly from the vehicle 76 due to overloading or other reasons, the containment walls 102 will ensure that the material does not fall over the sides of the barrier structure 100 and potentially cause injury or property damage.
The containment walls 102 may optionally be configured in different shapes or sizes based on an intended application. For instance, FIG. 15 illustrates a heavy-duty design including additional structural support members 114, which, for example, may be used for dumping large rocky material commonly seen in certain mining operations, and FIG. 16 illustrates a lighter-duty design that may be used for dumping lighter, smaller pieces of material. Each containment wall 102 preferably comprises a lower portion 104 and an upper portion 106. The lower portion 104 of each containment wall 102 is attached to one of the side curb sections 14. The lower portion 104 is preferably disposed in a generally vertical position, and the upper portion 106 is disposed at an angle to the lower portion 104. As best seen in FIG. 19, the upper portion 106 is angled outwardly in a direction away from the moment slab 48. The heavy-duty design may have an upper portion 106 that is disposed relative to the lower portion 104 so that the upper portion 106 is angled outwardly to a greater extent than in the lighter-duty design. Thus, the angle between the upper portion 106 and lower portion 104 on a rear side of the containment wall 102 (facing opposite the moment slab 48) has a smaller magnitude in the heavy-duty design compared to the lighter-duty design. The configuration of the angle in the heavy-duty design generally provides greater structural strength to the containment walls 102 to absorb greater impacts from larger objects such as large rocks without causing structural damage to the walls 102 or to the barrier structure 100. It should be appreciated by one of skill in the art that the angle between the lower portion 104 and upper portion 106 may be varied, or, alternatively, the containment wall 102 may comprise a generally straight piece of material that is not angled, which may be disposed in a generally vertical position when the barrier structure 100 is installed.
The containment walls 102 may be constructed of the same material as the concrete form 10, which is preferably steel, and may be attached to the concrete form by welding, bolting, or by any other suitable method of attachment. The material forming each containment wall 102 is preferably a continuous piece of material without gaps or openings in the wall 102. A lower end of the lower portion 104 of each containment wall 102 may be shaped to generally conform to the shape of upper portions of the side curb sections 14 and front curb section 12, as best seen in FIG. 16. To position each containment wall 102 in place for attaching the wall 102 to the side curb sections 14, each wall 102 may have one or more lifting lugs 118 attached to the wall 102 to position the wall 102 in place using a crane or hoist. To attach the containment walls 102 to the side curb sections 14, each respective one of the containment walls 102 preferably comprises at least one brace 108, and preferably multiple braces 108, attached to the containment wall 102 and to a respective one of the side curb sections 14, as best seen in FIGS. 15, 16, and 19. Each brace 108 is configured to support the containment wall 102 in a fixed position relative to the side curb section 14 to which the containment wall 102 is attached. Each brace 108 may be attached to both the containment wall 102 and to one of the side curb sections 14, preferably to an outer side of the rear wall 24 of the side curb section 14 and to an outer side of the containment wall 102. Each brace 108 is preferably welded or bolted to the containment wall 102 and to the side curb section 14. As best seen in FIGS. 15, 16, 19, and 21, an angle brace 120 may be welded to an inner side of each containment wall 102 and to the upper wall 44 of each side curb section 14 along the length of the side curb section 14 in a generally horizontal position to provide additional structural support to the containment wall 102. The angle brace 120 may comprise an elongated piece of weldable material, such as steel, comprising two sections disposed at an angle of approximately 90 degrees to each other so that one section can be welded to the containment wall 102 and the other section can be welded to the side curb section 14 of the barrier structure 100, preferably to the upper wall 44 of the side curb section 14. The lower end of the lower portion 104 of each containment wall 102 may also optionally be welded directly to upper portions of the side curb sections 14 and front curb section 12 to further provide structural support to the containment wall 102.
When angled containment walls 102 are utilized, each respective one of the containment walls 102 preferably comprises an angled brace 108 attached to the containment wall 102 and to a respective one of the side curb sections 14. In this case, each brace 108 may comprise a lower portion 110 and an upper portion 112 disposed at an angle to the lower portion 110 so that the shape of the angled brace 108 generally conforms to the shape of the angled containment wall 102, as best seen in FIG. 16. The lower portion 110 of the brace 108 may be attached to both the lower portion 104 of the containment wall 102 and to the side curb section 14 to which the containment wall 102 is attached, preferably by welding or bolting the lower portion 110 of the brace 108 to both the containment wall 102 and to the outer side of the rear wall 24 of the side curb section 14. The upper portion 112 of the brace 108 may be attached to the upper portion 106 of the containment wall 102, preferably also by welding or bolting. As best seen in FIG. 15, each brace 108 may further comprise a support member 114 attached to the lower portion 110 of the brace 108 at one end of the support member 114 and to the upper portion 112 of the brace 108 at an opposing end of the support member 114. The support member 114 preferably extends in a straight line from an upper end of the upper portion 112 of the brace 108 to a lower end of the lower portion 110 of the brace 108 so that the upper portion 112, lower portion 110, and support member 114 of each brace 108 generally form a triangular support structure, which further provides structural strength to the containment walls 102 of the heavy-duty design to absorb greater impacts from larger material without causing structural damage to the walls 102 or to the barrier structure 100. Each of the braces 108, including both the lower portion 104 and upper portion 106, and the support members 114 preferably comprise an I-beam or similar type of structural support member constructed of steel or a similarly rigid material that can be welded or bolted in place.
As best seen in FIG. 16, each containment wall 102 may further include one or more cross supports 122 each extending laterally along a width of the wall 102 between two opposing ends of the wall 102. The cross supports 122 may be attached to both the wall 102 and to each of the braces 108 to provide an additional rigid connection between the braces 108, which may provide greater structural strength to the containment walls 102. Each containment wall 102 preferably has at least one cross support 122 installed on the lower portion 104 of the wall 102 and at least one cross support 122 installed on the upper portion 106 of the wall 102. Each containment wall 102 may also include edge sections 124 extending along edges of the wall 102, preferably along a top edge and two opposing end edges of the wall 102, as best seen in FIG. 16. The edge sections 124 may provide a generally flat or blunt end around a perimeter of each containment wall 102 to distribute the force of any impacts to edges of the wall 102 and thereby minimize any potential damage to the walls 102 or other equipment or injury to personnel due to impacts to edges of the walls 102. The cross supports 122 may be attached to the edge sections 124 at opposing ends of each of the cross supports 122.
FIGS. 17-19 illustrate the system 200 installed with containment walls 102 on either side of the approach slab 48, and FIG. 20 illustrates the system 200 fully installed on a top side of a retaining wall 60 and being used with a vehicle 76 to dump material into a hopper 78 positioned generally adjacent to the retaining wall 60 and below the upper end 42 of the front curb section 12. Each of the containment walls 102 preferably extends generally from the ends 90 of each of the side curb sections 14 along a length of each side curb section 14, preferably in a forward direction from ends 90 to a position generally adjacent to the rear wall 20 of the front curb section 12, as best seen in FIG. 15. Each containment wall 102 may optionally extend in a forward direction to a position beyond the rear wall 20 of the front curb section 12, as best seen in FIGS. 16, 20, and 21. In this case, a section 116 of each containment wall 102 extends outwardly from the rear wall 20 of the front curb section 12 in an opposite direction from the front wall 18 of the front curb section 12 and opposite from the approach slab 48. By extending a section 116 of the containment wall 102 farther outwardly, the wall 102 is capable of further containing any dumped material from falling over the sides of a receiving structure, such as a hopper 78, and redirecting the material into the receiving structure.
The extended sections 116 of wall 102 may be utilized with or without a spanner plate 68. FIG. 20 illustrates a side view of the system 200 with both containment walls 102 and a spanner plate 68, and FIG. 21 illustrates a top view of the system with containment walls 102 and a spanner plate 68. As shown in FIG. 21, the spanner plate 68 may preferably fully span a distance extending entirely between the two opposing containment walls 102 installed on opposing side curb sections 14. As shown in FIGS. 20 and 21, both the spanner plate 68 and extended sections 116 of wall 102 may extend to a position beyond the rear wall 20 of the front curb section 12 so that at least a portion of the spanner plate 68 and at least a portion of each respective one of the containment walls 102 is positioned directly above at least a portion of the hopper 78 or other receiving structure. The spanner plate 68 and extended sections 116 of wall 102 may be utilized, either separately or in combination, with the barrier structure 100 being installed with the rear wall 24 of the front curb section 12 being directly above a retaining wall 60, as shown in FIGS. 9, 11, and 20, or with the barrier structure 100 being installed over a retaining wall 60 with a cantilevered section 74, as shown in FIG. 10. As best seen in FIG. 21, the spanner plate 68 and containment walls 102 may preferably extend to a point such that a distal end of the spanner plate 68 and distal ends of the extended sections 116 of each wall 102 are positioned generally adjacent to each other. Alternatively, the distal ends of the extended sections 116 of each wall 102 may extend outwardly from the rear wall 20 of the front curb section 12 farther than the distal end of the spanner plate 68, or vice versa. By utilizing both a spanner plate 68 and extended sections 116 of wall 102, the barrier structure 100 may be installed in a position relative to the hopper 78 or other receiving structure so that the spanner plate 68 and walls 102 contain and redirect substantially all dumped material into the hopper 78, thus preventing any overflow of material from falling either between the barrier structure 100 and hopper 78 or laterally over the sides of the hopper 78 or side curb sections 14 of the barrier structure 100.
As shown in FIG. 13, the barrier structure 100 may alternatively be installed on a top side of a foundation wall 92, which may form part of a foundation 93 of a building, which may include a roof structure 94 covering the foundation wall and the vehicle barrier system 200. Such an installation may be utilized when dumping refuse or other material inside of a warehouse or similar structure using a dump truck 76 or other type of dumping vehicle. Alternatively, as shown in FIG. 14, the barrier structure 100 and approach slab 48 may be installed on an elevated structure 95 rather than on an earthen structure 84 or foundation 93. The elevated structure 95 may be designed to support the moment slab 48 and barrier structure 100 in an elevated position for dumping material from the elevated structure 95. The elevated structure 95 may include support members 96 that support an elevated horizontal structure 97 having an upper surface suitable for driving a vehicle 76 on the surface. The moment slab 48 that is connected to the barrier structure 100 may form only a portion of the horizontal driving structure 97, as shown in FIG. 14, or it may optionally form all of the horizontal structure. As shown in FIG. 14, the system 200 may include a plurality of lateral support members 56, which may be disposed within the concrete 50 of the moment slab 48 and also secured to the elevated structure 95 to anchor the moment slab 48 to the structure 95 in order to prevent lateral movement of the vehicle barrier system 200 relative to the structure 95 on which the system 200 is installed. The lateral support members 56 may be secured to the support members 96 or to the horizontal structure 97 or another suitable component of the elevated structure 95. Such an installation may be utilized when installation on an earthen structure 84 or foundation 93 is not feasible. For instance, as shown in FIG. 14, such an installation may be utilized for dumping material from an elevated position onto a floating barge 99 positioned adjacent to a dock or wharf 98. FIGS. 11-14 and 20 illustrate various example installations of the vehicle barrier system 200, though one of skill in the art should appreciate that the present system 200 may be utilized for other applications in which a vehicle 76 is used for dumping material, which may include installation of the system 200 on other types of elevated structures.
It should be further appreciated by one skilled in the art that the length of the front curb section 12 and the lengths of the side curb sections 14 may be varied and still fall within the scope of the present disclosure. An appropriate length of the front curb section 12 disposed between the lower edges 30 of the front walls 22 of the side curb sections 14, which may generally define the width of the curb barrier that may be impacted by a vehicle 76 backing up to the front curb section 12, for a specific installation site may be determined by measuring the width of the specific type of vehicle 76 to be used at the site and then adding an allowance on either side of the vehicle 76 when the vehicle is centered between the side curb sections 14. For instance, the barrier structure 100 may preferably be constructed with the front curb section 12 having an allowance of approximately five feet (approximately 1.5 meters) on either side of a centered vehicle 76, which generally provides an operator of the vehicle sufficient clearance to position the vehicle between the side curb sections 14 without hitting the side curb sections 14 and also sufficient clearance to exit the vehicle 76, if needed. In addition, in some installations, one of the side curb sections 14 may alternatively have a different length than the opposing side curb section 14 and thus may extend farther from the front curb section 12 than the opposing side curb section.
In addition, as best seen in FIGS. 1 and 7, the height of the front curb section 12 above the moment slab 48 may be different than the height of the side curb sections 14 above the moment slab 48. An appropriate height of the front curb section 12 for a specific installation site may be determined based on the height of the rear axle of the specific type of vehicle 76 to be used at the site, as well as the height of a tail section of the dump bed of the vehicle 76 when the dump bed is in the fully dumped position. In addition, an appropriate thickness of the front curb section 12, which is defined by the distance between the front wall 18 and rear wall 20, for a specific installation site may be determined based on the weight of the specific type of vehicle 76 to be used at the site, the tire height of the vehicle 76, the tire wheelbase of the vehicle 76, and the extent of any cantilevered section 74 of the barrier structure 100. The minimum thickness of the front curb section 12 is preferably no less than fourteen inches (approximately 35 cm). It should be appreciated by one skilled in the art that these dimensions may be varied and still fall within the scope of the present disclosure.
It will be appreciated that the configurations and methods shown and described herein are illustrative only, and that these specific examples are not to be considered in a limiting sense, because numerous variations are possible. The subject matter of the present disclosure includes all novel and non-obvious combinations and sub-combinations of the various systems and configurations, and other features, functions, and/or properties disclosed herein. It is understood that versions of the invention may come in different forms and embodiments. Additionally, it is understood that one of skill in the art would appreciate these various forms and embodiments as falling within the scope of the present disclosure.
Patent Application
20240093444
