ROUGH-IN BOX FOR CREATING PENETRATIONS IN POURED CONCRETE FLOORING AND METHOD OF USE
20170067264 ยท 2017-03-09
Assignee
Inventors
Cpc classification
International classification
Abstract
The present invention relates to a rough-in box used during the construction of buildings having poured concrete flooring, such as multi-story high-rise buildings. The rough-in box may be used to retain an opening in the floor through which plumbing and mechanical components may be installed after concrete has been poured around the device and hardens into a slab. The present invention also relates to a method comprising the steps of assembling the side walls of a box, placing a lid made of a material stronger than that of the side walls and capable of supporting a weight of 2,000 pounds, placing the box over a hole on the floor, and pouring concrete to form a floor around the box. The box will remain in place providing an accessible penetration through the flooring with space for plumbing connections and a flush surface with the floor over which pallet jacks and workers may travel without obstruction.
Claims
1. A rough-in box for creating penetrations in poured concrete flooring during the construction of high-rise buildings, comprising: four side walls and a lid, wherein the lid is made of a material stronger than that of the side walls and is capable of supporting a weight of 2,000 pounds.
2. The rough-in box of claim 1, wherein the lid is formed of resin-impregnated fiberglass.
3. The rough-in box of claim 2, wherein the resin-impregnated fiberglass is impregnated with an epoxy resin.
4. The rough-in box of claim 2, wherein the lid comprises 18 to 40 fiberglass layer strands of fiber.
5. The rough-in box of claim 1, wherein the side walls are made of an aluminum alloy.
6. The rough-in box of claim 1, wherein the side walls comprise a groove for the insertion of an expandable fireproofing material.
7. The rough-in box of claim 1, wherein the side walls are of an adjustable length.
8. The rough-in box of claim 1, the side walls are connected to one another by a permanent geometrical interference fit.
9. The rough-in box of claim 1, wherein the lid is flush with a poured concrete floor to facilitate the movement of wheeled equipment, materials, and workers over it.
10. The rough-in box of claim 1, wherein a seal is added to the under surface of the lid to create a tight seal with the top surface of the side walls when the box is closed for waterproofing.
11. A method of constructing a concrete floor containing penetrations, comprising: assembling the side walls of a box, placing a lid made of a material stronger than that of the side walls and capable of supporting a weight of 2,000 pounds, placing the box over a hole on the floor, pouring concrete to form a floor around the box, performing work on the floor after pouring the concrete and subsequently removing the lid while leaving the remaining parts of the box in situ in the concrete, and installing fittings and tubing within the box.
12. The method according to claim 11, wherein the size of the box is adjusted to a predetermined size prior to placing the box over a hole on the floor.
13. The method according to claim 11, wherein the lid is formed of resin-impregnated fiberglass.
14. The method according to claim 11, wherein the lid comprises from 18 to 40 fiber glass layer strands of fiber.
15. The method according to claim 11, wherein the side walls are made of an aluminum alloy.
16. The method according to claim 11, wherein the side walls are of an adjustable length.
17. The method according to claim 11, wherein the side walls are connected to one another by a permanent geometrical interference fit.
18. The method according to claim 11, wherein the lid is flush with the poured concrete floor around the box.
19. The method according to claim 11, wherein the side walls comprise a male component pre-positioned within a female component before arriving at the construction site.
20. The method according to claim 19, wherein the female component and the male component have corresponding mating faces that interlock when pushed together connecting the two side walls of the box by a permanent geometrical interference fit.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
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DETAILED DESCRIPTION OF THE INVENTION
[0097] The present invention is directed to a plumbing and mechanical rough-in box for creating penetrations in concrete flooring and a method of use.
[0098] In a first embodiment of the present invention, two boxes in the shape of rectangular prisms are constructed. The side walls of the boxes may be formed of any strong, tough material such as, for example, metal alloys, fiberglass, and heavy duty plastics such as polyethylene, polyvinyl, and polypropylene. In one embodiment, for example, the side walls can be made from an aluminum 5000 series alloy having a thickness of 0.050 inches. In another embodiment, the side walls can be made from high strength/low ductility plastic.
[0099] A first box is assembled from a panel consisting of the bottom (1) and long sides (2, 3) of the box shown in
[0100] A second box, is assembled in the same fashion as the first box except the bottom (7) and side panel (8) of the second box will have a circular opening in the bottom side (7) and rectangular opening on one of the long sides (8) as shown in
[0101] The boxes are connected by first having the metal feet attached to the outer surface of the bottom of the first box, close to the closed end of the box. The open end of the first box is then aligned with the rectangular opening in the long side of the second box as shown in
[0102] This first embodiment of the present invention solves many of the labor inefficiencies and costs incurred when creating penetrations for plumbing boxes in concrete slabs. When the new boxes arrive on site they are assembled prior to installation in the slab. They are delivered to the floor to be poured, and from there they are installed in a prearranged spot on the deck. To fasten the boxes in place, they are simply nailed to the wooden deck and are then ready for the pouring process. No greasing is needed as they are a permanent fixture in the floor. When the pouring is taking place the workers can work faster because they do not have to worry about accidentally filling the boxes, and the smoothing tools can run over the lid of the box without concern of damaging the box or the hole. Also, the additional damage caused from workers walking on the concrete to pry out the boxes is avoided, thereby eliminating the need to perform additional surface finishing work. As the boxes are permanent fixtures, there is no additional time wasted in cleaning the boxes of excess concrete that may have overflowed into the box during the pouring of the concrete.
[0103] When the floor has hardened, the erecting process can begin. Like in conventional processes, when the legs are being erected to support the next floor they have to be placed so as to avoid the boxes, but the workers can easily identify the edges of the box and be assured that the leg is placed securely on concrete in a position that is as close as possible to the ideal placement orientation. During this stage, avoiding the use of plywood hole covers becomes a great benefit. Their absence from the floor (enabled by the structural lid component of the box) means that tripping hazards are eliminated, thereby eliminating job stoppages due to health and safety requirements. Their omission also increases the speed at which workers can operate as they can move carts and dollies freely about the floor to move materials without having to navigate around the hole covers sitting above the level of the concrete surface. When the floor is stripped (legs and deck removed), workers can perform tasks much more quickly and efficiently because they can use carts and dollies to move materials and forms, as opposed to moving everything by hand, as is often done in conventional processes. After the floor is stripped, tradesmen can begin working on the floor immediately because the holes will not need to be re-covered.
[0104] According to in conventional processes, the covers must be inspected once per day for each floor. The present invention would drastically reduce this requirement, if not eliminate it completely, as the structural capabilities of the lid would mean that the boxes would be able to withstand the loads and forces present on the site without failure. The reduction in inspection frequency would save on labor costs for the duration of the construction phase.
[0105] When the general contractor takes control of the floor, they do not need to add the additional covers for the holes. The plumber and mechanical services can immediately take responsibility for the boxes and run the pipework or shafts needed. Once complete, the plumber or other tradesman can lock the lid in place sealing the pipework or other components in position. Due to the stopping ability of the box, derived from its construction material, plugs and seals, the slab maintains its stopping ability. Therefore the holes do not need to be filled with concrete. This avoids any potential damage to the nearly finished unit caused by workers filling the hole with concrete and also reduces labor costs significantly.
[0106] The proposed method greatly improves existing methods by the fact that it increases productivity and reduces labor costs, while also reducing the potential trip or fall hazards present with existing methods, which in turn reduces job stoppages from falls and injuries.
[0107] In one embodiment, the walls are made of an aluminum 5000 series alloy having a thickness of 0.050 inches to keep the box as light as possible. The lid is from 18 to 40 fiber glass layer strands of fiber depending on the engineering requirements for the maximum weight required on said floor. This will insure 100% storage on the floor slab while being strong enough to hold any required weight for full axes to the complete floor.
[0108] In one embodiment of the invention, an attachment with concentric rings may be attached to the bottom of one of the box sections to provide full penetration of the slab. The rings may be internally and externally threaded to allow the rings to be threaded into each other to create variable height dimensions. Depending on the height of penetration needed the rings can be threaded into each other to correspond to the required dimension. The threaded design also gives the box vertical support in that the weight of the box could be supported without the need of additional bracing/legs.
[0109] In another embodiment, plugs or seals are incorporated into the two plates of the component that would fit tightly to the pipe to increase the water resisting abilities of the box. An intumescent based seal or plug can further increase the water resistance of the box.
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[0111] As the penetrative height may be made adjustable via the concentric ring structure, so too may the leg supports that are supporting the box. Another embodiment of the invention incorporates adjustable legs as can be seen in
[0112] In another embodiment of the present invention, the components depicted in
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[0114] In this second embodiment of the present invention, the components will be supplied with a male component (25) pre-positioned within a female component (22) for forming each side wall of the rough-in box (28). The male members (25) may be fully within the perimeter of the female members (22), and then the lengths of the side walls can be adjusted to the appropriate length by withdrawing the male member (25) from the female member (22). Once the appropriate side wall length is obtained, the male and female members (22, 25) are secured to each other to form one side wall of the rough-in box (28).
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[0118] Both the female and male members (22, 25) are provided with a flange at the top (38, 39), and each flange (38, 39) is respectively provided with an outer rim (40, 41). The flange (38) on the female member (22) may be provided with a series of apertures (42) which may facilitate the adjustment of the length of the combination of female and male members (22, 25) by sliding the male member (22) into a desired position relative to the female member (25) so as to provide a side wall of an appropriate length. In this manner, each assembly of the female and male members (22, 25) forms a side wall of the rough-in box (28).
[0119] The rough-in box (28) is formed by joining four side walls together. The female member (22) and the male member (25) have corresponding mating faces that interlock when pushed together. Each male member (25) has an extending ridge (29) and a flange (30) on the right side of the internal side (26) as shown in
[0120] Each female member (22) has a slot (31) on the top left corner of the external side (23) as shown in
[0121] When two side walls of assembled female and male members (22, 25) are joined together, the extending ridge (29) of the male member (25) is fitted into the slot (31) of the female member (22) and the teeth (33) of the flange (30) engage the groves (32) running down the right side of the internal edge (24) of the female member (22). The joint interaction between the male member (25) and the female member (22) is shown in
[0122] As indicated above, before joining two side walls together, the length of each side wall can be adjusted by withdrawing the male member from within the female as shown in
[0123] Once the lengths of the sides have been appropriately adjusted, additional side walls are joined together in a similar fashioni.e., the extending ridge (29) of each male member (25) is fitted into the slot (31) of each female member (22) and the teeth (33) of the flange (30) of each male member (25) engage the groves (32) running down the internal edge (24) of each female member (22).
[0124] In an embodiment different from the one described above, an alternative configuration may be used for adjusting the length and width of the rough-in box (28). This alternative configuration is shown in
[0125] The female members (22) and the male members (25) that form each side wall of the rough-in box (28) should be made from a strong, durable material for use in a construction site. Other properties such as the weight of the box can also be relevant to the choice of material for the female and male members (22, 25). For example, these components can be made from aluminum or an aluminum alloy such as, for example, an aluminum 5000 series alloy having a thickness of 0.050 inches.
[0126] In one embodiment, the side walls of the rough-in box (28) are rounded so that instead of a square, rectangular shape, the rough-in box (28) has a rounded, circular shape. In this embodiment, as shown in
[0127] There is no need to have a bottom surface on the rough-in box (28) as that would hinder the installation of plumbing, ducts, or other mechanical systems between floors. Thus, only a lid (34) needs to be opened so that these systems can be passed up from the floors below.
[0128] Once the four side walls of the rough-in box (28) are joined together, the lid (34) is attached to the rough-in box (28). Each side wall of the rough-in box (28) is formed with a flange (38, 29) at the top to provide support for the lid (34) so that the lid (34) can be attached to any of the side walls of the rough-in box (28).
[0129] The lid (34) is load bearing to permit workmen, equipment, vehicles, and materials to move over the lid (34) without risk of the lid (34) collapsing and caving in. Therefore, the lid (34) needs to be made from a strong enough material to provide a working surface on the floor while construction is being carried out. As such, the lid (34) must be capable of supporting a weight of at least 2,000 pounds and in some applications of supporting weights of up to 20,000 pounds. The lid (34) can he made from fiberglass or from heavy duty plastics such as polyethylene, polyvinyl, and polypropylene. Additionally, in some embodiments, the lid (34) can be made from engineered wood. It is also possible that the lid (34) is made from a combination of fiberglass, heavy duty plastic and/or engineered wood.
[0130] In one embodiment, the lid (34) can be made from resin impregnated fiberglass with the density of fibers being determined by the weight that the lid (34) has to bear. The resins used to make the lid (34) can include epoxy resins as well as other types of thermosetting plastics such as polyester or vinylester resins and thermoplastics. Table 1 compares the nominal flexural modulus and strength of several lids varying by the number of piles of fiberglass tape, area weight, and thickness.
TABLE-US-00001 Plies of Tape 3 6 10 15 Nominal Areal Weight 0.24 lbs/sq ft 0.47 lbs/sq ft 0.79 lbs/sq ft 1.41 lbs/sq ft 1.15 kg/sq m 2.30 kg/sq m 3.84 kg/sq m 6.91 kg/sq m Nominal Thickness (in) 0.030 in 0.060 in 0.100 in 0.180 in 0.762 mm 1.524 mm 2.540 mm 4.572 mm Nominal Flexural Modulus 880 ksi 1250 ksi 1900 ksi 2000 ksi Major Direction 6067 mpa 8618 mpa 13099 mpa 13786 mpa Nominal Flexural Modulus 195 ksi 740 ksi 1300 ksi 1600 ksi Minor Direction 1344 mpa 5102 mpa 8962 mpa 11030 mpa Nominal Flexural Strength 18 ksi 21 ksi 34 ksi 30 ksi Major Direction 124 mpa 145 mpa 234 mpa 207 mpa Nominal Flexural Strength 4 ksi 19 ksi 23 ksi 27 ksi Minor Direction 26 mpa 131 mpa 159 mpa 186 mpa
[0131] The lid (34) may be custom made to have a fixed size for a particular sized penetration and hence rough-in box (8) or may be of an adjustable size in both the length and width directions. For example,
[0132] In an alternative embodiment, the length or width of the lid (34) can be adjusted by the turning of a screw (56). This embodiment is shown in
[0133] A fire rated rubber seal (36), such as the one shown in
[0134] Optionally, compressed fireproofing can be embedded into the side walls of the rough-in box (28). As shown in
[0135] If desired, the lid (34) can be supported by a strut stretching across the box from an opening or vertical slot in one wall to an opening or vertical slot in an opposite wall to provide additional load bearing strength.
[0136] The lid (34) may be equipped with hydraulic hinges (44) to control the speed that the lid (34) opens and to also keep the lid (34) in a vertical open position when the lid (34) is opened by a worker working on the hole. The hydraulic hinges (44) are shown in
[0137] The lid (34) can feature a grip and/or handle (45) for easy opening of the lid (34). An example of a handle (45) is shown in
[0138] Different locks/screw heads can be utilized so that only certain personnel from a particular trade can open the rough-in box (28). For example, some designated rough-in boxes (28) can be equipped with a special screw head that can only be opened by plumbers, whereas other designated rough-in boxes (28) can be equipped with a different screw head that can only be opened by electricians. Examples of the different types of locks/screw heads that can be used are shown in
[0139] As a safety measure, the lid (34) can have a non-slip surface so that workers and equipment moving over the lid (34) do not slip on the rough-in box (28). A slip resistant surface that can be applied to the lid (34) is shown in
[0140] As an additional safety measure, the lid (34) can also be equipped with a deployable safety rail (37). The deployable safety rail (37) is a series of tubular members that are connected together and fastened to the rough-in box (28) and the lid (34) when the lid (34) is open to prevent accidental trips and falls due to the hole being open. The deployable safety rail (37) can be collapsed/de-constructed and stored in pieces within the rough-in box (28) on the underside of the lid (34) for storage as shown in
[0141] A sensing system that would alert workers and staff on the jobsite as to when a particular rough-in box has been left open can be included in the rough-in box (28). For example, a pressure sensor can be integrated into the lid (34), side walls, or both the lid (34) and side walls of the rough-in box (28). When the lid (34) is closed, the sensor will register the applied pressure. When the lid (34) is open, no pressure will be detected by the sensor, and the sensor will then wirelessly relay to a visual display that the rough-in box (28) is open.
[0142] When installing the rough-in box (28), a numbering system can be used such that each box is numbered to match a corresponding hole at the jobsite. This ensures that the right rough-in box (28) goes over the correct hole. Also, if lids (34) are removed or placed over the wrong hole, this can be easily inspected and corrected.
[0143] The rough-in box (28) with the lid (34) attached allows holes to be covered prior to the pouring of concrete and stops leaks from entering the holes. When the concrete is poured to form the floor of a high-rise building, the lid (34) prevents over-pour from the concrete and creates a perfect edge that is level with the concrete when the concrete solidifies. Thus, there are no obstructions on the floor because the lid (34) will be flush with the concrete floor, allowing for the first time use of dollies, manlifts, modular scaffolding, and designated walkways because the lid (34) is load bearing and capable of handling loads from heavy machines and equipment. As a result, fewer safety personnel are needed and work shutdowns are eliminated.
[0144] The rough-in box (28) of the present invention is embedded in the concrete floor, and only the lid (34) needs to be removed during stripping. When the lids (34) are removed, the lids (34) can be easily stacked and removed all together.
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[0146] For example, an assembled T shaped plumber's box (48) is shown in
[0147] A bottom (51) may be used to complete the plumber's box (48). The shape and size of the bottom (51) may be custom made to meet the particular shape and size created by the side walls (49) for a particular plumber's box (48). Slits (52) can be cut into the sides of the bottom (51) so that protrusions (64) extending from the bottom of the side walls (49) can be inserted thereby attaching the bottom (51) to the side walls (49), and adding stability and sturdiness to the assembled plumber's box (48).
[0148] The side walls (49) and bottom (51) are flat so that when they are loaded for transportation to a worksite, they can be easily stacked on top of another to reduce storage space. In this manner, a plumber's box (48) having a desirable size and shape can be easily and efficiently constructed from components that significantly reduce storage space.
[0149] While the present invention has been described above in terms of specific embodiments, it is to be understood that the invention is not limited to these disclosed embodiments. Many modifications and other embodiments of the invention will come to the mind of those skilled in the art to which this invention pertains, and which are intended to be and are covered by both this disclosure and the appended claims. It is indeed intended that the scope of the invention should be determined by proper interpretation and construction of the appended claims and their legal equivalents, as understood by those of skill in the art relying upon the disclosure in this specification and the attached drawings.