Equipment support base

A support base is disclosed through which pipe and related equipment typically found on the roofs of commercial buildings may be supported. The support base consists of a single molded plastic structure, flat on its bottom so as to rest in a stable fashion on the roof, and containing functional features on the top. The functional features include a central recess, supporting ridges radiating outward from the central recess, and recesses positioned on the supporting ridges.

FIELD OF THE INVENTION 
The present invention relates generally to systems for supporting 
telecommunications antennas, waveguides, ice bridges, equipment, walkways, 
electric wiring raceways, heating/cooling equipment, ductwork, piping, and 
similar equipment and materials, which extend along the rooftops of 
buildings, inside buildings, on top of water tanks or on raw land sites, 
at petrochemical plants, offshore drilling rig platforms, electrical 
transformer supports, or for oil, gas steam condensers, and water, acid 
and chemical lines. The support system consists of a molded plastic base 
which includes ribs for strength in supporting the load which the base 
supports. A series of such supports are placed on the rooftops, without 
affixing them to the rooftop, and the associated equipment is suspended by 
these supports. The support system allows the supported equipment to 
expand or move due to thermal expansion, wind forces, water loading, and 
other forces, without damage to the surface on which it rests. 
BACKGROUND OF THE INVENTION 
It is common in commercial buildings for there to be various types of 
equipment and pipes which run along the top of the roofs of such 
buildings; such equipment will generally be exposed to the elements. This 
equipment may typically include telecommunications antennas, waveguides, 
ice bridges, walkways, electric wiring raceways, heating/cooling 
equipment, ductwork, piping, and similar equipment and materials. 
The equipment is typically subjected to various forces and stresses. These 
forces over time may damage the equipment itself or the building structure 
if no countermeasures are taken. Some of the forces that affect rooftop 
equipment include thermal expansion and cooling cycles, wind loading, and 
loading and stress forces associated with rain, snow, and ice. In 
particular, problems can arise when equipment supports are permanently 
attached to the roof, such as by the use of bolts or similar penetrating 
devices. Over time, the combination of relative motion due to various 
external forces and differences in coefficients of thermal expansion 
between the roof and the support device can result is breakdown of the 
roof itself. 
It is currently common practice for pipes and/or equipment to be supported 
above the roof surface at intervals along their length by placing blocks 
of wood between the roof surface and the pipes or equipment. With 
temperature changes, the pipes or equipment expand and contract, which 
typically causes the block to move with the pipe or equipment. After a 
period of time, the movement of the block against the roof causes damage 
to the roofing material, or even to the uderlying structure, which often 
results in a leak and requires expensive roof repair. Even where the 
blocks are nailed to the roof, the nails and the wood usually deteriorate 
in a relatively short period of time so that the blocks break loose. 
Further, wood blocks are difficult to seal, so that the block system often 
leaks around the nail holes. Finally wood blocks are not easily adaptable 
to support the variety of equipment that is now found on commercial roofs 
and industrial structures. Thus whenever some equipment beyond a simple 
pipe must be supported, there are labor costs associated with the 
carpentry work necessary to fashion an acceptable supporting structure. 
Other types of support include support bases made of concrete or the like, 
and include various devices that allow the pipes or other equipment to 
move somewhat while being supported by the base. Concrete bases have 
several disadvantages. For example, concrete does not perform well in 
shear loading and is heavy and brittle. Hence, it is desirable to provide 
a base that is lightweight but tough and performs well in various load 
conditions. 
It is also desirable to provide a support that effectively distributes the 
load over the entire base footprint, so as to avoid unnecessarily 
localized stresses on the roof surface. 
SUMMARY OF THE INVENTION 
The present invention provides a broadly applicable device for supporting 
various rooftop equipment and/or pipes. Hereinafter, when reference is 
made to the support of either pipe or equipment, it will be understood 
that use of either term is not intended to limit the scope of the 
invention and that a variety of items can be supported on the base of the 
present invention. The present device relies on the use of preformed 
support bases, so that labor is saved in setting up the support system. 
The bases need not be attached to the rooftop, but rather can be placed on 
a lip sheet made of roofing material or the like, which is placed between 
the roof and each support base, in order to allow for expansion and 
movement of the rooftop equipment and roof surface. 
A significant advantage of the current invention is the variety of 
equipment that can be supported by the base. The base is adapted so that 
ancillary support rods may be disposed in the base. A variety of hangers, 
boxes, and supports can then be attached to the support rods. It is 
therefore possible to support the common types of pipe found on industrial 
roofs as well as other equipment and structures for which custom supports 
have previously been necessary. 
Another advantage of the present base is that it provides a more even 
distribution of the load over the surface on which it rests. 
Another advantage of this invention is that it is not necessary to cut a 
hole in the roof or otherwise disturb the building structure in order to 
utilize this support system. Another advantage of this invention is that 
the present support base is provided with a slip sheet that allows is to 
move relative to the roof surface, thereby reducing damage to the roof. 
A further advantage of the present invention is that the support bases, 
which are not permanently affixed to the roof, can be quickly rearranged 
in order to accommodate additions or modifications to the equipment 
supported.

DETAILED DESCRIPTION 
Referring initially to FIGS. 1 and 2, the drawing shows a support device 10 
that includes a substantially flat base 20. Support device 10 is 
preferably fashioned of a weather-resistant material such as plastic and 
preferably polyethylene. The plastic or other material selected should be 
sufficient to withstand the weathering effects necessary for the local 
climate and should be capable of withstanding shear loading; in addition 
the material should be of sufficient density to provide the weight 
necessary to hold the finished base securely to the surface. FIG. 1 
depicts a base molded in a substantially circular shape, with a diameter 
of approximately 17 inches; however, other shapes and dimensions are 
possible. Circular bases may be molded with a diameter greater or lesser 
than 17 inches; likewise the base may be created in noncircular shapes 
such as square, oval, triangular, pentagonal, hexagonal, etc. The lower 
face of the base (not shown) is substantially flat; upper face 12 of the 
base is flat but also includes several raised functional features. The 
flat portion of the base is approximately 1/2 inch in thickness although 
other dimensions are possible. All portions of the base are integrally 
molded of the same structural material. 
The upper face 12 of base 20 includes several distinctive functional 
features. Radiating from the center of the base 20 are a plurality of 
reinforcing ridges 22. The drawings show a base 20 with eight such 
reinforcing ridges 22; however, a base with more than or less than this 
number is possible. Said reinforcing ridges are substantially 
perpendicular to the upper surface 12 and extend substantially radially 
from the center of base 20. The reinforcing ridges 22 in the preferred 
embodiment are of sufficient thickness, approximately 3/8 inch, so as to 
provide the desired support and reinforcement. Other dimensions for the 
reinforcing ridges are contemplated, depending on the strength and 
rigidity required. The height of reinforcing ridges 22 as measured from 
the upper face 12 of base 20 varies along the radius of the base. As shown 
in FIG. 1, the height of ridges 22 is negligible at the perimeter of and 
increases linearly as the radius decreases. 
Still referring to FIGS. 1 and 2, reinforcing ridges 22 terminate at a 
central cavity 25. Central cavity is defined by walls 27 and is preferably 
substantially square. The dimensions of central cavity 25 are preferably 
sized to receive a common size of commercially available square tubing 
material. In a preferred embodiment, central cavity 25 is approximately 2 
3/4 inches deep as measured from the upper face of said base in the 
preferred embodiment, although this dimension may vary. Central cavity 25 
is preferably smooth-walled. The walls 27 that form central cavity 25 are 
preferably V2 inch in thickness, although this dimension may vary. The 
bottom of central cavity 25 may contain additional plastic material such 
that the bottom of central cavity 25 is raised above the upper face of the 
base, or, if no additional material is added, the floor of central cavity 
25 can be reinforced by the placement a washer or similar flat metal piece 
against it. 
The height of reinforcing ridges 22 at the point where said ridges meet 
center cavity walls 27 is preferably equal to the height of said central 
cavity 25. In the preferred embodiment, reinforcing ridges 22 extend at 
equal angles from each other, however it is not necessary to the invention 
that the angles equal. 
According to a preferred embodiment, each of an opposed pair of ridges 23a, 
23b includes a reinforced recess 26 therein. Recesses 26 are generally 
cylindrical or barrel-like structures integrally molded with ridges 23a, 
23b. Each recess 26 is preferably circular. While recesses 26 may be 
positioned at any point on the base, in the preferred embodiment, they are 
each located at a point approximately 5 inches from the center of base 20. 
Recesses 26 are preferably approximately 2 inches deep, although this 
dimension may vary without departing from the scope of the invention. The 
inner diameter of recesses 26 may vary, but should be of sufficient 
diameter to accept ancillary supporting rods. The outer diameter of each 
recess 26 may vary, although 1 1/2 inches is a typical dimension. 
According to a preferred embodiment a metal insert 28 is molded into each 
recess 26, as illustrated in FIG. 2. Inserts 28 are cylindrical pieces 
that each include a female threaded bore. When disposed in the recesses 
during molding of the base, the plastic material of the device 10 will 
form around said inserts 28 such that each insert 28 is permanently molded 
into a ridge 23. The recesses of this design are thus adapted to receive 
ancillary threaded support rods by threading such support rods into the 
bore of the insert. The bore of each insert 28 should be of a dimension so 
as to receive a commonly sized threaded rod. 
In a preferred embodiment, recesses 26 are reinforced by molding a pair of 
buttresses 29 as part of the overall base structure. Buttresses 29, which 
are structurally similar to reinforcing ridges 22, preferably extend from 
recesses 26 perpendicular to the reinforcing ridges 23 that incorporate 
recesses 26, although they can also extend from the recesses in other 
directions. Buttresses 29 are typically the same height as the ridge 23 at 
the point at which the each recess 26 is located. Buttresses 29 can extend 
from the recess 26 as far as necessary, typically one inch. The number of 
buttresses 29 per recess 26 is typically two, however the number of 
buttresses per recess 26 may vary. 
In alternative embodiments, one or more of said ridges 22 can be of greater 
thickness than remaining ridges. In one such embodiment, two such ridges 
are reinforced. The ridges that are reinforced are opposite each other at 
180 degrees apart, so that they lie along a diameter of the circular base. 
These reinforced ridges are preferably the same ridges 23 that incorporate 
recesses 26, but can be perpendicular to ridges 23, or can comprise more 
than two of the ridges 22. 
Referring now to FIG. 3, an ancillary supporting means 40 can be used with 
base 10 in order to provide support for equipment, pipes or the like. 
Supporting means 40 are preferably lengths of all-thread that are threaded 
into recesses 26. Referring now to FIG. 4, a preferred technique for 
disposing a support rod 40 in a recess 26 is shown. An adjustable setting 
means, such as a nut 42, is first placed on the support rod 40. A washer 
46 of sufficient diameter to bear on the flat upper surface of the recess 
26 is then passed over the lower end of support rod 40. Rod 40 is then 
disposed in recess 26 such that the lower portion of the support rod is 
received in the recess 26 and engages the threads on the metallic insert 
28. Rod 40 preferably does not rest the bottom of recess 26. Once rod 40 
is positioned as desired in recess 26, it can be held firmly in place by 
tightening nut 42. If rod 40 does not touch the bottom of recess 26, the 
weight carried by rod 40 is born by base 10 at the upper surface of the 
recess 26, where the washer rests, and by engagement of the threads of rod 
40 with the threads of insert 28. This is advantageous in that the load is 
by buttresses 29 and reinforcing ridges 22 to the entire base area 20. 
Another advantage of this method is that a secondary series of nuts 48 and 
washers 49 can then be disposed at the upper end of support rod 44 to 
support other hanging means 50 for use with the rooftop equipment. 
In operation, a plurality of bases that are configured as shown in FIG. 3 
can be positioned so as to advantageously support pipe or other rooftop 
equipment. In accordance with the present invention, the bases are not 
secured to the roof by adhesive, nailing means, or any other means. Once 
the required number of bases has been positioned, the ancillary supporting 
equipment is then attached to each base as described above. A variety of 
equipment may be supported in this manner including as T-bars, hangers, 
support boxes, and roller bearings and the like. One such possible system 
is shown in FIG. 5. 
In rooftop applications, where damage to the underlying surface is 
particularly undesirable, a slip sheet is used in conjunction with the 
support base, as shown in FIG. 5. In this application, a slip sheet 52 is 
placed on the rooftop and the support base then rests on the slip sheet. 
Slip sheet 52 is preferably formed of roofing material or other suitable, 
durable material. It has been found that a slip sheet formed of a high 
friction material will tend to hold the support base in place so that the 
support base will resist movement and it is not necessary to adhere the 
slip sheet 52 to the roof. Use of a slip sheet is advantageous because it 
does not require puncturing the roof with nails, screws, or other 
fasteners. Likewise the base and slip sheet system may be quickly 
repositioned if necessary. 
Referring now to FIGS. 6A and 6B, an alternative technique for utilizing 
the present base is shown. In the embodiment shown in FIG. 6A, a support 
62 is provided in the central cavity 25 of each of a pair of bases 10, and 
a mounting structure such as the cross beam 64 is attached to supports 62. 
This technique allows larger equipment and heavier loads to be supported, 
as the load is divided between the two bases. Supports 62 preferably 
comprise lengths of square tubing, although they can be any suitable rigid 
material. Because of the greater loads applied to supports 62, bases 10 
are particularly susceptible to puncturing under cavity 25. For this 
reason it is preferred to either reinforce the floor of cavity 25 as 
described above, or to prevent supports 62 from resting on the floor of 
the cavity. FIG. 6B shows a single base 10 supporting equipment on a T-bar 
67 received in central cavity 25. 
The systems described above can be combined. For example, bases can be used 
in pairs, with supports received in both central cavities 25 and recesses 
26, as shown in FIG. 7. 
Referring now to FIG. 8, one system for preventing a support 62 from 
resting on the floor of central cavity 25 entails affixing a collar 64 to 
support 62 so that collar 64 rests on the upper surface of central cavity 
25. A hole 63 is preferably formed in collar 64 and corresponds in size 
and position to a pair of holes (not shown) in support 62. A bolt, dowel 
or cotter pin, or any similar device 65, can then be passed through both 
collar 64 and support 62. When the holes is properly placed in support 62, 
the bottom 68 of support 62 stands above the floor of cavity 25. A similar 
result can also be obtained without use of the collar placing a bolt 
through the support and resting the bolt itself on the upper surface of 
the central recess when the support is placed in central recess 25. This 
latter method is less satisfactory than the method whereby a collar is 
utilized. 
It should be noted that, depending on the application, advantage is made of 
the central void, the recesses, or both, in order to support the rooftop 
equipment. When a supporting rod is disposed in the central recess, the 
supporting rod may be placed so that it comes to rest at the bottom of the 
central recess. It will therefore be helpful if the end of the supporting 
rod which comes to rest on the bottom of the central recess is flat and 
level so that the supporting rod will make contact with the maximum 
possible area of the base. 
The current invention is not limited to support systems for tubing and 
piping. FIGS. 9 and 10, for example, illustrate a use of the invention to 
support rooftop walkways and rooftop buildings. According to a preferred 
embodiment shown in FIG. 11, an equipment support 100 comprising a leg 112 
and a platform 114 is used to support this type of load. Platform 114 
comprises bent sheet metal, expanded metal or any other suitable load 
bearing device, and is preferably adapted to receive 4.times.4's, angle 
iron, I-beams, or similar structural material, in the manner shown in 
phantom in FIG. 11. 
The possible applications of the invention also include the use of the base 
to support movable signs. Examples of this application are shown in FIG. 
12. 
When necessary, the relatively soft plastic structure of the support base 
makes it possible to pass nails, screws, or other fasteners through the 
base. Thus, for example, it would be possible to affix the base to a sheet 
of plywood by drilling sheetrock screws through the base into the plywood. 
While a preferred embodiment is disclosed, it will be understood that other 
embodiments exist. The preferred embodiment, for example, has focused on 
the support of piping equipment on rooftops. However, the invention is 
applicable to any situation in which it is necessary to support equipment 
on a surface by means of a system of movable supports. Therefore, the 
specific description of the invention above should not be construed as 
limiting the scope of the invention but merely as providing illustrations 
of some of the applications of the embodiment of the invention. The scope 
of the invention should be determined by the appended claims and their 
legal equivalents, rather than by the examples given.