1. Field of the Disclosure
The present disclosure is generally directed to storage sheds, and more particularly to a roof truss for a storage shed wherein the truss is adapted to store or assist in storing long handled tools such as shovels, rakes, brooms, and the like.
2. Description of Related Art
Long handled tools such as rakes and brooms are typically stored in a home or garage by placing them on the floor and resting the handles against a wall surface. Long handled tools generally include a cylindrical handle that can extend more than five feet, with a tool implement such as a shovel head on one end. Because the tools have long handles, storing them in this manner can take up excessive storage or wall space that could be used for storing or mounting more useful items such as shelving. The tool implement such as the shovel head or broom head also takes up excessive floor space that could be used for storing other items.
In another example, wall peg boards are mounted on a wall surface. Brackets are removably mounted to the board within holes of the board. Specific brackets are available for these peg boards that can store long handled tools in an elevated position. While this may be effective to alleviate the problem of the tool taking up floor space, the depending handle still takes up excessive space along the wall and prevents other items from being mounted to or stored on the board in any regions occupied by the handle.
In a further example, long handled tools can be stored upright in a large container, such as an open-topped can. Unfortunately, the container is susceptible to tipping if a large number of tools are on the same side of the container, and the haphazard gathering of many tools can appear cluttered.
Objects, features, and advantages of the present invention will become apparent upon reading the following description in conjunction with the drawing figures, in which:
a depicts a cross section of a ridge beam, taken along line 3a-3a in
b depicts a side view of front and rear portions of the ridge beam.
The following describes a building that addresses the aforementioned deficiencies. The building includes at least one truss supporting a roof. The truss includes at least one tool handle opening. The building also includes a second receiving area adapted to receive a tool handle. The handle of a long-handled tool can be inserted through the tool handle opening and into the receiver such that the tool is supported in an elevated condition above the storage area in the building. In this manner, the long handled tool can be stored in an orderly manner in a location away from the interior walls of the building.
Referring now to the drawings, a building 10 is disclosed in
Above the side wall 22 on the front side 12 is a front gable 40 and above the side wall 22 on the rear side 14 is a rear gable 42. Each gable 40, 42 is generally triangular in this example with an apex 44 and connects the side wall 22 to the roof 24 to help support the roof 24 in an elevated and angled state. The gables 40, 42 have generally closed faces 45 to also help to enclose the building 10. Each face 45 of the gables 40, 42 can include a vent 46 to allow air and heat transfer to occur between the interior of the building 10 and the atmosphere. In another example, each gable 40, 42 can simply be an upper portion of the sidewall 22.
A ridge beam 48 connects the front gable 40 to the rear gable 42 at the apex 44 of each gable 40, 42. The ridge beam 48 serves to strengthen the building 10 as well as to fasten the roof 24 to the building 10, as will be detailed later.
The roof 24 in this example includes a plurality of roof panels 50 that are interconnected to create a substantially water tight seal. In this example, the roof 24 includes a total of six roof panels 50. The panels 50 are angled downward from the ridge beam 48 to the left and right sides 16, 18 to ensure that rain is directed off to the left and right sides of the building 10. The roof 24 can be fastened to the building 10 at least along the ridge beam 48.
Referring now specifically to
As is depicted in
As can be seen, the ridge beam 48 is constructed of multiple ridge beam segments 48a, 48b, and 48c. In this example the first ridge beam segment 48a has a front portion 58 that is connected to the front gable 40 and a rear portion 60 connected to the first truss 54. In this manner, the first ridge beam segment 48a connects the front gable 40 to the first truss 54. Similarly, the second ridge beam segment 48b connects the rear gable 42 to the second truss 56. Because multiple trusses 54, 56 are used as shown in
Referring now to
The first ridge beam segment 48a includes a top wall 62, a bottom wall 64, and a generally vertically oriented dividing wall 66 that connects the top wall 62 to the bottom wall 64 at each of their respective approximate midpoints. The first ridge beam segment 48a can be symmetric about the dividing wall 66. The top wall 62 includes a stepped portion 68 to create an upper lip 70. The bottom wall 64 includes a mid portion 72 that extends up toward the top wall 62 and a curved lip 74 that curves back inward toward the dividing wall 66. The top wall 62, bottom wall 64, and dividing wall 66 define a chamber 76 that is shaped and sized to receive a portion of a roof panel 50 to help secure the roof panel 50 to the building 10. The upper lip 70 and the curved lip 74 are shaped and sized to form an entrance 78 into the chamber 76 such that a portion of the roof panel 50 can be inserted through the entrance 78 into the chamber 76 and can be secured in the chamber 76 and to the building 10 by a snap fit between the upper lip 70 and the curved lip 74. Gasketing can be used to create a water tight seal.
Referring now to
Referring now to
The left top side 82 and the left bottom side 84 of the truss 54 form an acute angle A1 with respect to each other, and the right top side 86 and the right bottom side 88 form an acute angle A2 with respect to each other. The left top side 82 and the right top side 86 meet at the apex 94 to form an obtuse apex angle A3, and the left bottom side 84 and the right bottom side 88 meet at the base vertex 96 and form an obtuse base angle A4. As shown, the apex and base angles A3, A4 are equal to or greater than 180° but can, however, be less than 180° as well.
The truss 54 includes a panel or surface 102 generally bounded by and extending between the sides 82-88. A first flange 104 is disposed on the edge of the panel 102 at or along the left top side 82. Similarly, a second flange 106, a third flange 108, and a fourth flange 110 are disposed on the respective edges of the panel 102 at or along the left bottom side 84, the right top side 86, and the right bottom side 88, respectively.
The truss 54 may include ribs 112 across the panel 102 to increase the load bearing capacity of the truss 54. A first rib 114 may extend from the apex 94 to the base vertex 96. Lateral ribs 116 may extend from the first rib 114 toward the left and right corners 90, 92. Finally, longitudinal ribs 118 may extend from the left top side 82 to the left bottom side 84 and from the right top side 86 to the right bottom side 88. As is known, the ribs 112 strengthen the truss 54 and allow it to bear a greater load without failure than a truss 54 without ribs.
The truss 54 may further include at least one hook 120 extending downward from the left bottom side 84 or the right bottom side 88. In this example, two hooks 120 each extend down from the left bottom side 84 and the right bottom side 88. The hooks 120 can be used to conveniently hang items such as electrical cords, tape rolls, etc.
The truss 54 includes at least one opening 122 that extends through the panel 102. The opening 122 can be molded into or otherwise formed in the truss 54 or cut out from the truss 54 in an operation after the truss 54 is formed. In this example, a plurality of openings 122 are disposed in the truss 54 interspersed with the ribs 112. The openings 122 in this example include a variety of sizes that are shaped and sized to receive a handle 57a of a long-handled tool 57, as shown in
As shown in
In this manner, an end portion 58, 60 of the first ridge beam segment 48a can be inserted into the chamber 133 of the beam receiver 126 such that the top wall 62 of the first ridge beam segment 48a engages the top wall 128 of the beam receiver 126, the bottom wall 64 of the first ridge beam segment 48a engages the bottom wall 130 of the beam receiver, and the end portion 58 or 60 butts up against the butt wall 132.
The beam receiver 126 also includes a first tab 134 extending forwardly out from the butt wall 132 that includes a first opening 136. The beam receiver 126 also includes a second tab 138 extending rearwardly out from the butt wall 132 that includes a second opening 140. The openings 136, 140 of the first and second tabs 134, 138 coordinate with the forward and rear slots 80 in the first ridge beam segment 48a such that a nut and bolt or other fastener system may be used to secure the first ridge beam segment 48a to the truss 54. Other known methods may be used to secure the first ridge beam segment 48a to the truss 54.
The truss 54 further includes a pair of blocks 142 extending downward from the left bottom side 84 and the right bottom side 88. When the truss 54 is assembled to the sidewall 22, the blocks 142 bear directly on the sidewall 22, as seen in
Referring now to
The left truss section 144 includes a pocket 148 disposed generally in the center portion 144b and defined in part by the first flange 104, the second flange 106, a left pocket wall 150, and a right pocket wall 152. The left truss section 144 further includes a series of bosses 154 extending to the front side 98 from the pocket 148.
The right truss section 146 includes a plug portion 156 disposed generally in the center portion 146b that is shaped and sized to be received in the pocket 148. The plug portion 156 includes a left plug wall 158, a right plug wall 160, and a series of open lips 162 to allow passage of the bosses 154 of the left truss 144 therethrough. The plug portion 156 also includes a slot (not shown) directly adjacent the right plug wall 160 to allow passage of the right pocket wall 152.
As can be seen best in
To fasten the left truss section 144 to the right truss section 146, a fastener such as a screw can be introduced into openings 155 in the bosses 154 such that the open lips 162 will be secured to the bosses 154 by the head of the screw or a washer. In this example, the screw can be very hard relative to the truss 54, such that the screw can cut its own threads as it is turned into the boss 154. When assembled, the truss 54 can be generally bilaterally symmetric.
Alternative structures and methods to connect the left truss section 144 and the right truss section 146 to one another, such as heat welding, sonic welding, ultrasonic welding, epoxy resins or other adhesives, or the like can be used to secure the two pieces.
When a downward force is exerted on the truss 54, the right pocket wall 152 bears against the right plug wall 160, and the left plug wall 158 bears against the left pocket wall 150. This helps to distribute the pressure and alleviate the force on the fasteners and the bosses 154.
Referring now to
Disposed on the first flange 104 of the truss 54 is a first roof panel 50a and a second roof panel 50b. The first roof panel 50a includes a contoured surface 170 that engages a similarly contoured surface 172 on the second roof panel 50b to create a substantially liquid tight seal. Both roof panels 50a, 50b include a receiver 174 that is complementary to the detents 168. Thus, the roof panels 50a, 50b are assembled to the truss 54 via a snap fit by placing the receivers 174 over the respective detents 168.
Further, the top surface 164 and the pair of guides 166 define a channel 176. Thus, any rain water that may seep through the joint between the two roof panels 50a, 50b is caught in the channel 176 and travels down the channel 176 towards the left and right sides 16, 18 of the building 10 and once it reaches the end of the channel 176 is released to fall to the ground. This aids in keeping water out of the building 10 during a rain storm.
In the present example, a building 10 with a first truss 54 and a second truss 56 is disclosed. In such a building 10 with more than one truss 54 the opening 122 of the first truss 54 is generally across from a respective opening 122 of the second truss. A handle 57a from a long-handled tool 57 can be passed through a selected opening 122 in the first truss 54 and then through a corresponding opening 122 in the second truss 56. The handle 57a rests in the openings 122 first and second truss 54, 56.
In one example, the openings 122 of the first truss 54 are at the same elevation as the openings 122 of the second truss 56. In a second example, the openings 122 of the first truss 54 may be slightly elevated with respect to the respective openings 122 of the second truss 56 to encourage the tool 57 to slide down to a stable position in which the implement 57b of the tool 57 such as the shovel head bears against the first truss 54. Further, it may be desired that the first truss 54 have larger openings 122 than the second truss 56 to ease insertion of the handles 57a.
In another example, a relatively short shed roof 24 may only incorporate one truss 54. The remainder of the roof 24 can be supported by beams or the gables 40, 42 or both. In this example, the vent 46 of the gable 40 or 42 may be generally across from the openings 122 of the first truss 54 may be used to support the handle 57a of a tool 57. Further, more or other recesses 46 may be introduced into the gable 40, 42 in addition to the vent 46. A long handled tool 57 can be stored by passing the handle 57a through a selected one of the openings 122 in the truss 54 such that an end of the handle 57a rests on a recess 46 in the gable 40, 42 or other beam structure.
The openings 122 allow long handle tools 57 to be suspended between the truss 54 and the gable 40, 42 or between multiple truss assemblies in the building 10 above the general storage space. This clears the wall surfaces for additional storage. Placement within the truss structure allows storage of long handle tools 57 above the normal headroom area within the shed or building 10. This leaves all of the wall space and floor space for other uses.
Round openings 122 are disclosed in this example. Round openings 122 help to minimize influence on the performance of the truss 54 by eliminating localized stress concentrations. Further, the truss 54 can be placed in any orientation and the openings 122 will have the same effect on performance.
In a further example, an integrally molded shelf holder can be provided as part of the truss 54 to provide shelving along the sides of the building 10. The shelf holder structure can depend from either the bottom left side 84, the bottom right side 86 adjacent the respective left or right corner 90, 92, or both, so that, when installed in a building 10, the holder is adjacent the side wall 22. A shelf can then be suspended from or mounted to the holders.
The first truss 54 can be fabricated from virtually any suitable material, but in one example is formed from plastic such as polypropylene, polyethylene, polystyrene, or the like. Metals or woods or other suitable materials can also be used. Also, the manufacturing process can vary according to the needs of a selected materials. Injection molding is one of many possible fabrication technique examples.
Although certain examples of roof truss constructions have been described herein in accordance with the teachings of the present disclosure, the scope of coverage of this patent is not limited thereto. On the contrary, this patent covers all embodiments of the teachings of the disclosure that fairly fall within the scope of permissible equivalents.
This application is based on and claims priority to U.S. Provisional Application No. 60/480,716, which was filed on Jun. 23, 2003.
Number | Date | Country | |
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60480716 | Jun 2003 | US |