The present invention relates to moveable barriers. Another aspect of the present invention relates to a moveable barrier having a rotatable leg assembly.
Barriers are used in a variety of situations, such as crowd control barriers to direct crowds in a desired location, as cordoning barriers to limit access to areas located behind the barrier, and as protective barriers to protect objects located behind the barrier.
Barriers typically include a metal frame having a top rail, a bottom rail, and a plurality of vertical rails positioned between the top rail and the bottom rail. This fence-type of barrier also typically has a base attached to the bottom rail for supporting the frame in a vertical position. The base is typically fixed to the frame such as with a bolted connection. A disadvantage of a bolted or welded connection is that the base is in a fixed position with respect to the frame, making storage and transportation of the barrier difficult.
Concrete barriers are also known. Solid concrete barriers are strong and prevent viewing across the barrier, however concrete is extremely heavy. As such, concrete barriers are very difficult to transport and maneuver into position. Concrete barriers typically require very massive concrete bases to maintain them in the upright position. Due to their weight and to the structures required to anchor them to the ground, concrete barriers tend to leave a footprint at the location where they are placed, even after they are removed.
A moveable barrier includes a frame having a plurality of spaced apart frame members and a reinforcing layer fastened to at least one of the frame members. A first concrete portion at least partially embeds at least one of the frame members, and a foot assembly is attached to the frame. The foot assembly is adjustable from a stored position generally in-plane with the frame to a deployed position generally normal to the plane of the frame.
Another embodiment of a moveable barrier includes a frame having a plurality of spaced apart frame members and a first concrete portion at least partially embedding a first side of at least one of the frame members. A second concrete portion at least partially embeds a second side of at least one of the frame members. The first and second concrete portions extend generally the length and the width of the frame, and a foot assembly is attached to the frame. The foot assembly is rotatable from a stored position generally in-plane with the frame to a deployed position generally normal to the plane of the frame.
In another embodiment of a moveable barrier, a frame has a plurality of spaced apart frame members. A reinforcing layer is fastened to at least one of the frame members, and a first concrete portion is attached to at least one of the frame members. A foot assembly is also attached to the frame and is rotatable from a stored position generally in-plane with the frame to a deployed position generally normal to the plane of the frame. The foot assembly includes a generally elongate leg, a generally cylindrical attachment member extending generally perpendicularly from the leg, and a receiving member disposed in the frame and configured for receiving the attachment member to couple the leg to the frame. The leg and the attachment member are fixed, and the attachment member is rotatable with respect to the receiving member.
Another embodiment of a moveable barrier includes a plurality of frame members arranged to define a frame, at least one intermediate layer attached to the frame and having a first density, and at least one concrete layer encapsulating the first layer and overlying the frame. The concrete layer has a density greater than the first density. Also included is a foot assembly attached to the frame, wherein the foot assembly is adjustable from a stored position generally in-plane with the frame, to a deployed position generally normal to the plane of the frame.
Referring to
The foot assembly 14 is attached to the panel 12 and is rotatable from a stored position generally in-plane with the panel (shown in solid lines in
Referring now to
The frame 26 is made of a plurality of C-channel frame members 28, but can be made of other types of frame members and can include different types of frame members, such as metal studs, or any other shaped members. The frame 26 is also preferably made of steel, however, it is also contemplated that the frame can be made of other types of metal or rigid material such as fiber glass and carbon fiber composites.
The frame members 28 include a web 38 and two opposing flanges 40 projecting normally from each end of the web, as is known in the art with respect to C-channels. Each frame member 28 is arranged and attached to at least one other frame member to form the frame 26.
The frame 26 is fabricated by attaching the frame members 28 together with fasteners such as screws, rivets or any other method. A reinforcing layer, such as slit and expanded metal lath 42, or wire mesh or other reinforcement known in the art, is also used to connect the frame members 28 into the frame 26. The reinforcing layer 42 is preferably attached to the exterior front, rear, sides, and top surfaces of the frame 26 at the flanges 40.
Located at the front surface 16 of the panel 12 is a first concrete portion 44, and located at the rear surface 18 is a second concrete portion 46. The first concrete portion 44 embeds the reinforcing layer 42 and the flange 40 nearest the front surface 16, and the second concrete portion 46 embeds the reinforcing layer 42 and the flange 40 nearest the rear surface 18. It is also contemplated that the concrete portions 44 and 46 can be fastened to the frame 26 instead of or in addition to embedding the frame.
The concrete portions 44, 46 can be made of conventional, lightweight or aerated concrete. For purposes of this patent application, conventional concrete has a cured density of about 2400 kg/m3 (150 pcf), while lightweight concrete has a cured density of about 1922 kg/m3 (120 pcf) or less. Aerated concrete, or foam concrete, is a species of lightweight concrete typically having a cured density of about 160 to 2243 kg/m3 (10 to 140 pcf). Preferably, the concrete portions 44, 46 are lightweight concrete having a cured density of about 50 to 70 pcf, and more preferably, having a cured density of about 60 pcf.
Disposed between the first concrete portion 44 and the second concrete portion 46 is an intermediate substrate 48, preferably a lightweight material such as polystyrene foam. It is contemplated that other layers can be incorporated on the panel 12. With the foam and lightweight concrete construction, the panel 12 is significantly lighter than a conventional, solid concrete slab barrier, while retaining high strength characteristics due to the frame 26 structure.
To form the panel 12, the frame members 28 are fastened in the preferred arrangement. The intermediate substrate 48 is disposed between the frame members 28, generally spanning from web 38 to web of adjacent frame members. The intermediate substrate 48 is about 1 to 5 inches thick, and is preferably about 3½ inches thick.
The reinforcing layer 42 is laid across the first flanges 40 located near the front surface 16 of the respective frame members 28, and is secured to the frame member with screws, ties, spot welding or any other fastening method. The reinforcing layer 42 is similarly laid across and secured to other flanges 40 located near the rear surface 18 of the frame members 28 as well as sides 22 and 24 and top 20, and secured in place. It is contemplated that the reinforcing layer 42 can be laid across all or a portion of the frame member 28. Alternatively, it is contemplated that no reinforcing layer 42 is used.
When the frame 26 is complete, it is preferably taken to a pouring pad and placed between forms. As is known in the art, the pouring pad is a conventional, planar, horizontal surface that is used, typically with forms, in the fabrication of precast concrete structures.
Concrete is poured onto the frame 26 such that the front surface 16, the rear surface 18, the top surface 20, the first side surface 22 and the second side surface 24 of the panel 12 each have a layer of concrete. It is also contemplated that a lower surface 50 can also have a layer of concrete, however it is preferred that the bottom frame member 32 (
Referring to
It will further be appreciated by those skilled in the art that the size and configuration of the frame members 28, in addition to the type and amount of concrete used, will vary to suit the use. For example, a barrier wall that is intended to bear a large load will require different frame and concrete characteristics than a barrier wall that is intended to bear a small load. The preferred dimensions of the panel 12 can be in the range of about 5 to 20 feet and preferably about 10-feet in length, about 4 to 10 feet and preferably about 6 feet in height, and about 4 to 12 inches and preferably about 5½ to 7½ inches in width.
Further, it is contemplated that the panel 12 can have openings where concrete is removed or not poured, and can be of any desirable shape and dimension. It is also contemplated that the panels 12 can have linking structures so that multiple barriers 10 can be linked to form a generally continuous wall. Further still, it is contemplated that the panel 12 can include a lifting formation 52 (see
Referring now to
The attachment member 56 has a cylindrical shape, however other shapes are contemplated, such as square, triangle and others. The dimensions of the attachment member 56 are in the range of about 1 to 3 feet, and preferably about 1½ feet in length with an outer diameter of about 3 to 5 inches, and preferably about 4 inches.
The leg 54 and the attachment member 56 are preferably fixed together, such as with a weld or any other fastening method. At least one and preferably two pairs of aligned holes 58 are located on the attachment member 56 and spaced at about 180-degrees from each other such that each hole is about 90-degrees from the adjacent hole.
A receiving member 62 is generally hollow and is configured for receiving the attachment member 56 to couple the leg 54 to the frame 26. The bottom frame member 32 is attached to the frame 26 and includes an opening 60 in the web 38 of the bottom frame member (
As shown in
The adjacent intermediate frame members 36 are C-channel members with their respective webs 38 facing towards each other and their respective flanges 40 facing away from each other, however other shaped members are contemplated. The intermediate frame members 36 are attached to the bottom frame member 32, and it is contemplated that the intermediate frame members 36 can also be attached to other frame members 28. As shown in
The receiving member 62 is square-tube shaped and has two opposite surfaces engaging the webs 38 of the two adjacent intermediate frame members 36. The receiving member 62 is attached to the intermediate frame members 36 along the length of the receiving member, such as with screws or power-driven nails, 68. A group of these fasteners 68 is installed to attach the low ends of members 36 and 62 such that the fasteners 68 extend into the annular space between 56 and 62 as shown in
Referring to
To rotatably fix the attachment member 56 with respect to the receiving member 62, the receiving member also preferably has two pairs of aligned holes 72 that are spaced at about 180-degrees from each other such that each hole is about 90-degrees from the adjacent hole. In the square-shaped embodiment, there is preferably one hole 72 on each surface of the square.
When the attachment member 56 is received in the receiving member 62, the holes 72 are alignable with the holes 58 (see
When the moveable barrier 10 is in use, the legs 54 are rotated to a deployed position that is generally normal to the plane of the panel 12, and the fastener 74 fixes that position. When the moveable barrier is to be removed or transported, the fastener 74 is removed from the holes 58, 72 and the legs 54 are rotated to a position that is generally in-plane with the panel 12, and the fastener 74 is re-inserted into the holes to fix that position. When the fastener 74 is removed from the holes 58, 72, it is contemplated that the attachment member 56 is removable from the receiving member 62. However, it is also contemplated that the attachment member 56 can be rotatably fixed to the receiving member 62, such as by providing an annular rim to the top surface of the attachment member, or a protrusion that travels within a slot of the receiving member.
The combination of the lightweight concrete and steel panel 12 with the rotatable foot assembly 14 makes the moveable barrier 10 strong, lightweight, and easily transportable. Further, when the moveable barrier 10 is removed, there is little to no impact, footprint or evidence on the environment where the moveable barrier was once placed.
While specific embodiments of the moveable barrier of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes and modifications may be made thereto without departing from the invention in its broader aspects and as set forth in the following claims.