The present application is directed generally toward telecommunications equipment and more particularly high capacity monopole platforms.
Various types of towers have been constructed for the purpose of supporting one or more antennas, such as those for broadcasting television and radio signals. Some towers are specifically designed for transmitting and receiving cellular telephone signals and other types of radio frequency (RF) signals. As wireless data service demands have grown, a conventional response has been to increase the number and capacity of conventional cellular Base Stations (Macro-Cells). Such Macro-Cells are typically mounted on antenna towers. A conventional antenna tower has three or four legs on which antennas and supporting remote radio units (RRUs) are mounted. However, in some environments, structures known as “monopoles” are used as mounting structures. A typical monopole antenna tower 100 is shown in
RF towers (including monopoles) are often designed to allow a person to climb to a position along the height of the tower and remain there to install and/or repair RF antennas (e.g., cellular antennas) and other equipment connected to the tower. Mounting frames are typically mounted near the tops of RF towers (e.g., cellular towers) and may include platforms for supporting workers who may be responsible for installing and/or maintaining RF antennas (e.g., cellular antennas). Such platforms are designed to support the weight of a human and may also be used to support a number of the RF antennas. Exemplary platforms are described in U.S. Pre-Grant Publication No. 2011/0279347 to Pass et al., the disclosure of which is hereby incorporated herein in its entirety. The platform described in Pass et al. is a so-called “six-sector” platform.
Typically, one of the limiting factors of mounting frames is the vertical load capability, especially for frames which attach to the monopole at a single point (i.e., at a single vertical location using a single collar). To increase the load capacity of the frame, some known designs support the frame with standoff arms forming a truss structure, which may require significant welding or produce significant waste material, especially if the standoff arm is cut out of a solid sheet or plate. Other designs use gussets, one on each side of the standoff arms, which can increase manufacturing time and cost and can result in a cavity where water can pool. There may be a need for a mounting frame that allows for easy fabrication and more efficient installation while reducing manufacturing costs.
As a first aspect, embodiments of the present disclosure are directed to a brace for a mounting frame. The brace may comprise a standoff connection which includes a first standoff bracket and a second standoff bracket. The brace may also comprise a first angled member attached to the first standoff bracket at a lower end of the first angled member. The brace may also comprise a second angled member attached to the second standoff bracket at a lower end of the second angled member. The first angled member may also include a first handrail connector at an upper end of the first angled member. The second angled member may also include a second handrail connector at an upper end of the second angled member. The brace may also include a crossmember disposed between the upper end of the first angled member and the upper end of the second angled member.
As a second aspect, embodiments of the present disclosure are directed to a mounting frame containing a brace as described herein.
As a third aspect, embodiments of the present disclosure are directed to a method for bracing a mounting frame including the step of attaching a brace as described herein to a mounting frame.
The present invention is described with reference to the accompanying drawings, in which certain embodiments of the invention are shown. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments that are pictured and described herein; rather, these embodiments are provided so that this disclosure will be thorough and complete and will fully convey the scope of the invention to those skilled in the art. It will also be appreciated that the embodiments disclosed herein can be combined in any way and/or combination to provide many additional embodiments.
Unless otherwise defined, all technical and scientific terms that are used in this disclosure have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the below description is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used in this disclosure, the singular forms “a”, “an”, and “the” are intended to include the plural forms as well, unless the context clearly indicates otherwise. It will also be understood that when an element is referred to as being “connected” or “coupled” to another element, it can be directly connected or coupled to the other element, or intervening elements may be present. In contrast, when an element is referred to as being “directly connected” or “directly coupled” to another element, there are no intervening elements present.
Referring now to
The mounting frame assembly 200 may be attached to the pole 201 in a single-point arrangement. For instance, the mounting frame assembly 200 may comprise standoffs 210 which extend radially from the perimeter of the mounting frame assembly 200 to attach to a monopole 201. In some embodiments, the standoffs 210 may terminate in a standoff flange 209 for attachment to a collar mount segment 211. Collar mount segments 211 may be joined together (e.g., by threaded rods 212) to encircle the pole 201 for securing the mounting frame assembly 200.
In some embodiments, a standoff 210 may terminate at a first end with a standoff flange 209 and may also include a second end forming at least part of a platform assembly. A platform assembly according to some embodiments may comprise a frame 214 with at least two grating edge members 215 to hold a grating 216. In some embodiments, the platform assembly is formed of a weldment. In some embodiments, the platform assembly may comprise galvanized steel members. The grating 216 may have a trapezoidal shape as shown or may be configured in any other shape depending on the design of the frame 214 of the platform assembly. The grating 216 may be configured as a steel mesh or other material having sufficient strength to support a technician and providing good traction to minimize slippage.
In some embodiments, the standoff 210 comprises an elongated, hollow main tube with a rectangular cross-section. The standoff 210 may have a length, a width, and a height. In some embodiments, the standoff 210 has a length in the range of about 40 inches to about 60 inches. In some embodiments, the standoff 210 has a width in the range of about 2 inches to about 6 inches. In some embodiments, the standoff 210 has a height in the range of about 4 inches to about 10 inches. In some embodiments, the standoff 210 has a height that is greater than its width. For example, in some embodiments, the standoff 210 has height in the range of about 4 inches to about 8 inches combined with a width in the range of about 2 inches to about 4 inches. In some embodiments, the standoff 210 has a height-to-width ratio of from about 2:1 to about 3:1.
Unlike known platforms or standoffs that have square or round support members, the standoff 210 may employ a rectangular tube having a greater height to width ratio than the platforms or standoffs in the prior art. This arrangement allows the standoff 210 to support heavier vertical load weights than prior standoffs of similar weight and/or to support the same vertical loads with lighter support members that use less material. For example, standoffs 210 of the present disclosure may not require gussets or other reinforcements which add material and weight to the standoff 210. For instance, a standoff 210 having a rectangular cross-section may have a higher second moment of inertia about a neutral horizontal axis than a square standoff 210 having the same cross-sectional area, weight per foot, and/or tubular wall thickness. Increasing the height of a rectangular standoff 210 thereby increases the resistance of the standoff 210 to bending in a direction perpendicular to the horizontal neutral axis (i.e., stiffness in a vertical direction). In some embodiments, the high capacity platform assembly is configured to support a load weight of from about 100 pounds to about 1200 pounds per antenna pipe, and in some embodiments, the platform assembly and/or the standoff 210 may support from 2 to 6 antenna pipes. In some embodiments, the mounting frame assembly 200 is configured to support from about 400 pounds to about 4800 pounds per sector. In some embodiments, the mounting frame 200 may support from about 1200 to about 14400 pounds (e.g., for a three-sector mounting frame) or to about 28800 pounds (e.g., for a six-sector mounting frame, such as mounting frame 200 shown in
In some embodiments, the mounting frame assembly 200 may include a brace 300, as shown in
In some embodiments, the angled members 324 and the crossmember 322 are formed of the same material and/or components. In some embodiments, the angled members 324 and/or the crossmember 322 are formed of a pipe, tube, open channel or bar, folded sheet metal, or a weldment.
Some embodiments of a brace 300 may include a standoff connection 318. The standoff connection 318 may include standoff brackets 320R and 320L for attachment to a standoff 210. A standoff connection 318 may attach to substantially any standoff 210 having any cross-sectional shape (e.g., square, circular, rectangular, or otherwise). For instance, the two standoff brackets 320R and 320L may cooperatively close around and clamp onto the tube body of a standoff 210, as shown in
As shown in
Referring to
In some embodiments, angled members 324 (and a crossmember 322 optionally attached thereto) may connect to handrail connectors 326 using articulating joints 330 (e.g., a ball joint 330), as shown in greater detail in
In some embodiments, articulating joints 330 disposed between adjacent members of the brace 300 and/or portions of the mounting frame 200, 400 connecting thereto permit the adjacent members of the brace 300 to articulate with respect to one another and/or the mounting frame 200, 400. For example, when a handrail connector 326 is attached to a member of the brace 300 (e.g., a crossmember 322 or an angled member 324) with an articulating joint 330, the handrail connector 326 may articulate with respect to the member of the brace 300. If more than one handrail connector 326 is attached with an articulating joint 330, each handrail connector 326 may independently articulate.
Advantageously, attaching the angled members 324 to a handrail connector 326 and/or a standoff connection 318 with an articulating joint 330 permits the configuration of the brace 300 to a plurality of geometries optionally corresponding to different mounting frame assemblies 200, 400. For instance,
In some embodiments, the mounting frame assembly 1000 may include angled members 1024L on both the left side and the right side. In some embodiments, the mounting frame assembly 1000 includes one or more angled members 1024R, such as the right angled member 1024R connecting the right handrail 1004R to the right standoff bracket 1020R on the standoff 1010. As with the left angled member 1024L, the right angled member 1024R may be connected to a right handrail connector 1026R using a right upper ball joint 1030R. Additionally, the connection between the right angled member 1024R and the right standoff bracket 1020R may also include a second ball joint 1031R (i.e., a right lower ball joint 1031R), thereby enabling articulation at both ends of the right angled member 1024R. For example, the angle 1036R formed between the handrail 1004R and the right angled member 1024R and the angle 1040 formed between the right angled member 1024R and the standoff 1010 may both vary to permit free positioning of the right handrail connector 1026R along the right handrail 1004R. For instance, when the right angled member 1024R is be arranged substantially similarly to the left angled member 1024L, the position 1042R of the right handrail connector 1026R may lie along a line perpendicular to the standoff 1010 and corresponding to the position 1042L of the left handrail connector 1026L. When the angled member 1024R is oriented at an angle 1040′ less than about 90 degrees, the angled member 1024R may reside closer to the platform frame 1014 and the right handrail connector 1026R may be positioned at a position 1042R′ closer to, e.g., the end of the handrail 1004R corresponding to the handrail tie 1008. When the angled member 1024R is oriented at an angle 1040″ greater than about 90 degrees, the angled member 1024R may reside further from the platform frame 1014 and the right handrail connector 1026R may be positioned at a position 1042R″ further from, e.g., the end of the handrail 1004R corresponding to the handrail tie 1008. In conjunction with the manipulation of angle 1040, the ball joint 1030R corresponding to the right handrail connector 1026R may cooperatively adapt to permit the right handrail connector 1026R to attach to the right handrail 1004R with U-bolts 1028R across a range of angles 1036R. The length of the angled members 1024R may be selected or adjusted to obtained a desired brace geometry. In some embodiments, the mounting frame assembly 1000 may include angled members 1024R on both the left side and the right side, such as in a substantially symmetric arrangement (although asymmetric arrangements are also contemplated to selectively brace areas subject to greater loads, e.g., with heavier equipment).
The configuration permitted by a brace 300 containing one, two, three, four, or more articulating joints 330 (which may include, e.g., ball joints, universal joints, and the like) enables a brace 300 to be adapted and/or retrofit to existing mounting frame 200 installations (optionally having equipment already installed thereon), even if the mounting frames 200 were not originally configured to accept a brace 300 or attach to any angled members 324. For instance, substantially any mounting frame 200 having at least a face pipe 204 and a standoff 210 may be strengthened by the addition of angled members 324, including frames 200 using square, round, truss, and/or gusseted standoffs 210. Advantageously, the brace 300 may be installed without disturbing or otherwise altering the mounting frame 200 in place on the monopole.
Furthermore, while the above-noted examples describe the advantages of the brace 300 in a single-point mounting frame 200, the brace 300 may not be limited to only single-point applications and may also be used in mounting frames 200 connecting to monopole structures, self-supported structures, guyed towers, and the like which may optionally include kicker mounts, cage structures, or other additional support structures. In some embodiments, the addition of a brace as disclosed herein may permit a reinforcement between a mounting frame and its corresponding monopole to be removed while maintaining sufficient load capacity. For instance, after installation of a brace as disclosed herein, a non-single-point mounting frame (e.g., a mounting frame having a kicker support) may have connections between the mounting frame and its corresponding monopole removed, transforming the mounting frame into a single-point mounting frame while still maintaining a sufficient or improved load capacity. The addition of a brace 300 to any mounting frame 200 may advantageously increase its loading capability, including its resistance to dead and live loading from equipment weight, environmental loads (e.g., wind, rain, earthquakes, etc.), and/or the weight of any personnel using a platform assembly within the mounting frame 200. For instance, a mounting frame 200 with insufficient load performance for a given application may be strengthened sufficiently to achieve the desired load performance when a brace 300 is installed.
The foregoing is illustrative of the present invention and is not to be construed as limiting thereof. Although exemplary embodiments of this invention have been described, those skilled in the art will readily appreciate that many modifications are possible in the exemplary embodiments without materially departing from the novel teachings and advantages of this invention. Accordingly, all such modifications are intended to be included within the scope of this invention as defined in the claims. The invention is defined by the following claims, with equivalents of the claims to be included therein.
This application claims priority from and the benefit of U.S. Provisional Patent Application No. 62/870,327, filed Jul. 3, 2019, the disclosure of which is hereby incorporated herein by reference in its entirety.
Number | Name | Date | Kind |
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20110279347 | Pass | Nov 2011 | A1 |
20120080655 | Coffin | Apr 2012 | A1 |
20200194884 | Clifford | Jun 2020 | A1 |
Number | Date | Country |
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20160084707 | Jan 2015 | KR |
WO-2010149140 | Dec 2010 | WO |
Number | Date | Country | |
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20210005950 A1 | Jan 2021 | US |
Number | Date | Country | |
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62870327 | Jul 2019 | US |