The present invention relates to an enclosed structure, such as a temporary or emergency dwelling, that includes: a base perimeter structure having a base perimeter channel; an exterior wall structure that includes wall panels that are received within and extend upwardly from the base perimeter channel; and a roof structure that includes roof panels that abut and extend upwardly with a roof gradient angle from the upper sidewall edge of at least one sidewall panel. Each base plate of the base perimeter structure includes an outwardly extending exterior base portion having an upper exterior surface that slopes downwardly and outwardly from the upwardly extending exterior flange of the base plate. The sidewall panels and roof panels each include side tabs that overlappingly abut and are fixedly attached to the side tabs of a neighboring sidewall/roof panel. The components (e.g., base plates, sidewall panels and roof panels) of the enclosed structure may each be independently fabricated from suitable materials, such as thermoplastic materials.
Natural disasters, such as storms, tornadoes, hurricanes, earthquakes, tsunamis and volcanic eruptions, and human conflicts, such as war, often result in the displacement of large numbers of people, who are typically referred to as “refugees”. As the result of the loss of and/or geographic displacement from their original housing, refugees often require temporary structures, such as temporary housing and storage facilities, until they are able to rebuild and/or return to their original dwellings. In addition, personnel providing aid (e.g., food, medical care and logistical support) to the refugees may also require temporary housing and storage facilities for their own use.
In the past, tents have been used to provide temporary shelter for refugees, aid personnel and materials. While typically light weight, low in cost, and relatively easy to transport, erect and break-down, tents typically provide less than desirable protection from environmental elements, such as rain, snow, wind and hot and/or cold ambient temperatures.
Temporary housing and storage structures that provide more substantial protection from environmental elements have been developed. For example, U.S. Pat. No. 5,083,410 describes a double-walled emergency housing structure that includes separate inner and outer wall panels that are snap fastened to the exterior of upwardly facing U-shaped bottom channels and downwardly facing U-shaped top channels. The U-shaped bottom channels of the emergency housing structure of the '410 patent are further described as being fastened to a base or foundation.
It would be desirable to develop new enclosed structures that may be used to provide temporary or emergency shelters or dwellings for use by, for example, displaced persons and aid personnel. It would be further desirable that such newly developed enclosed structures provide a desirable balance of: logistical concerns, such as, cost, ease of construction and break-down, and efficient transport and storage of components; and physical attributes, such as, sturdiness, sufficient interior space, weather resistance and weather imperviousness.
In accordance with the present invention, there is provided an enclosed structure that comprises:
(a) a base perimeter structure comprising a plurality of base plates, each base plate comprising:
(b) an exterior wall structure comprising a plurality of sidewall panels each comprising an upper sidewall edge, a lower sidewall portion, a first sidewall edge, a second sidewall edge, an interior sidewall side and an exterior sidewall side,
each sidewall panel having at least one first sidewall tab extending outwardly from said first sidewall edge, and at least one second sidewall tab extending outwardly from said second sidewall edge,
said lower sidewall portion of each sidewall panel being received within said base perimeter channel, each sidewall panel extending upwardly from said base perimeter channel,
said plurality of sidewall panels being arranged such that said first sidewall tab and the second sidewall tab of a neighboring sidewall panel overlappingly abut and are fixedly attached to each other; and
(c) a roof structure comprising a plurality of roof panels each having an upper roof panel portion, a lower roof panel portion, a first roof panel side edge, a second roof panel side edge, an interior roof panel side and an exterior roof panel side,
each roof panel having at least one first roof panel tab extending outwardly from said first roof panel side edge, and at least one second roof panel tab extending outwardly from said second roof panel side edge,
said plurality of roof panels being arranged such that said first roof panel tab and the second roof panel tab of a neighboring roof panel overlappingly abut and are fixedly attached to each other,
a portion of said interior roof panel side of said lower roof panel portion of each roof panel abuts the upper sidewall edge of at least one sidewall panel, and each roof panel extends upwardly from at least one sidewall panel and independently has a roof gradient angle that is greater than 0° and less than 90°,
wherein said interior sidewall side of each sidewall panel and said interior roof panel side of each roof panel together define a substantially enclosed interior structure space.
In further accordance with the present invention, there is also provided an enclosed structure, as described above, in which:
(i) the exterior base portion of each base plate, of the base perimeter structure, further comprises,
(ii) with regard to the abutting association between the roof panels and the upper sidewall edge of the sidewall panels, at least one sidewall panel further comprises a plurality of extensions extending upward from the upper sidewall edge, and said interior roof panel side of said lower roof panel portion of at least one roof panel has a plurality of lower notches, said lower notches being dimensioned and positioned to receive (and do receive) said extensions therein,
wherein receipt of the extensions within the lower notches thereby serves to, at least in part, attach the roof panel(s) and sidewall panel(s) together, while at the same time maintaining the roof gradient angle of the roof panel.
As used in the specification and claims, the term “gradient angle” (e.g., as applied to the roof gradient angle, base gradient angle, exterior chamfered edge portion gradient angle, forward extension surface gradient angle, rear extension surface gradient angle, forward notch surface gradient angle, rear notch surface gradient angle, first exterior cap flange gradient angle, first interior cap flange gradient angle, second exterior cap flange gradient angle, second interior cap flange gradient angle, first gable ledge gradient angle, and second gable ledge gradient angle) means a gradient angle as determined relative to horizontal.
The features that characterize the present invention are pointed out with particularity in the claims, which are annexed to and form a part of this disclosure. These and other features of the invention, its operating advantages and the specific objects obtained by its use will be more fully understood from the following detailed description and accompanying drawings in which preferred embodiments of the invention are illustrated and described.
As used herein and in the claims, terms of orientation and position, such as “upper”, “lower”, “inner”, “outer”, “right”, “left”, “vertical”, “horizontal”, “top”, “bottom”, and similar terms, are used to describe the invention as oriented in the drawings. Unless otherwise indicated, the use of such terms is not intended to represent a limitation upon the scope of the invention, in that the invention may adopt alternative positions and orientations.
Unless otherwise indicated, all numbers or expressions, such as those expressing structural dimensions, quantities of ingredients, etc., as used in the specification and claims are understood as modified in all instances by the term “about”.
In
With reference to
The base perimeter structure of the enclosed shelter of the present invention is typically a substantially continuous base perimeter structure. For example, base perimeter structure 11 of enclosed shelter 1, which is depicted alone in
With reference to
Interior flange 32 and exterior flange 35 may each independently form an angle with base 29 that is greater than 0° and less than 180°, provided that open upper portion 53 of channel 41 faces generally upward. More typically, interior flange 32 and exterior flange 35 may each independently form an angle with base 29 that is greater than 0° and less than or equal to 90°. As depicted in the drawing figures, interior flange 32 and exterior flange 35 each form an angle that is substantially 90° relative to base 29, and accordingly, channel 41 is a substantially U-shaped channel with open upper end 53 facing upward. The shape of channel 41 may vary widely (e.g., it may be generally V-shaped, parabolic or semicircular shaped, not shown), provided that it is capable of receiving the lower sidewall portion of a sidewall therein, and providing support for the sidewall extending upwards therefrom, as will be discussed in further detail herein.
Interior flange 32 and exterior flange 35 may each independently extend upwardly from base 29 the same distance or a different distance. Typically, interior flange 32 and exterior flange 35 both extend the same distance upwardly from base 29. The height 77 (
Typically, height 77 of interior flange 32 and height 80 of exterior flange 35 each independently have a value of from 0.5 cm to 7.5 cm, more typically from 2.25 cm to 6 cm, and further typically from 3 cm to 5 cm. Base channel portion 38 typically has a width 83 of from 1.5 cm to 7.5 cm, more typically from 2 cm to 6 cm, and further typically from 3 cm to 5 cm. In an embodiment of the present invention, height 77 of interior flange 32 has a value of 4.5 cm, height 80 of exterior flange 35 has a value of 4.0 cm, and base channel portion 38 has a width 83 of 4.5 cm.
Base 29 of base plate 14 has an exterior base portion 56 that extends outwardly from exterior flange 35. Exterior base portion 56 has an upper exterior surface 59 that slopes downwardly and outwardly from exterior flange 35. The outward and downward slope of upper exterior surface 59 may be described more particularly with reference to
Base plate 14 further includes a first side base edge 68 and a second side base edge 71. With reference to
Arranging or positioning the base plates such that first 68 and second 71 base edges of neighboring base plates are adjacent to each other, also results in the channels 41 of neighboring base plates being aligned so as to form a base perimeter channel 74 (
The width of a vertical break may be the same as or different than the distance of separation between adjacent first 68 and second 71 base edges of neighboring base plates. The vertical breaks (e.g., 86) and separation between adjacent first 68 and second 71 base edges of neighboring base plates may be present in the base perimeter structure, provided that the dimensional stability of the base perimeter structure, and, in particular, the base perimeter channel, is not compromised, and further particularly such that the ability of the base perimeter channel to support the exterior wall structure is not compromised.
Typically, the width 89 of vertical break 86 and the distance of separation 92 between adjacent first 68 and second 71 base edges of neighboring base plates each independently have a value of from 3 mm to 20 mm, more typically from 4 mm to 15 mm, and further typically from 5 mm to 12.5 mm. In an embodiment of the present invention, the width 89 of vertical break 86 and the distance 92 of separation between adjacent first 68 and second 71 base edges of neighboring base plates are substantially the same, each having a value of 6 mm.
At least one base plate of the base perimeter structure may further include at least one support rib extending outward from the exterior flange of the base plate. Support ribs are typically included for purposes of providing the base plate with improved rigidity, and providing improved support for the exterior flange thereof. As will be discussed in further detail herein, the roof panels of the enclosed structure abut and extend upwardly (at a roof gradient angle) from the upper edge of at least some of the sidewall panels. As such, the roof structure exerts both downward and outward forces on the sidewalls. Since the lower portions of the sidewalls are received and held within the channels of the base plates, an outward force may also be exerted by the lower portion of the sidewall against the exterior flange of the base plate, causing the exterior flange to tilt or bend outward. The support ribs serve, in part, to counteract the outward force that may be exerted upon the exterior flange, and thus prevent dimensional distortion thereof.
With reference to
In an embodiment of the present invention, each base plate further includes elements that allow neighboring base plates to be interlocked together, thereby forming an interlocked base perimeter structure. With reference to
To provide for interlocking engagement, base plate 14 further includes an interlock structure 104 that extends laterally outward from upper exterior surface 59 and along at least a portion of second base edge 71 of exterior base portion 56. The interlock structure may be continuous (as depicted in the drawings) or segmented, e.g., in the form of a plurality of interlock structures (not shown). As used herein and in the claims, the phrase, “extending/extends laterally outward along at least a portion of the second side base edge [71]” and similar phrases means that interlock structure 104 extends substantially parallel and proximate to second side base edge 71. Interlock structure 104 may extend right along (i.e., without separation from) edge 71 (as depicted in
Interlock structure 104 further includes a downwardly facing interlock channel 107. Interlock channel 107 is dimensioned for interlocking receipt of raised lip 101 (of a neighboring base plate) therein. Interlock channel 107 extends substantially longitudinally along the length of interlock structure 104. Interlock channel 107 may be dimensioned for a tight interlocking receipt of raised lip 101 therein, in which case, lateral movement between interlocked neighboring base plates is substantially prevented. Alternatively, interlock channel 107 may be dimensioned for a loose interlocking receipt of raised lip 101 therein (as depicted in
Interlock structure 104 typically extends laterally out from second side base edge 71 to outer edge 105 of interlock structure 104 over a distance, i.e., a width, 155 (
The plurality of base plates are arranged such that the raised lip 101 of each base plate is interlockingly received within the interlock channel 107 of the interlock structure 104 of a neighboring base plate, thereby forming an interlock arrangement 108 (
The interlocking receipt of raised lip 101 within interlock channel 107 of interlock structure 104 may optionally be further augmented by fasteners (e.g., screws, bolts, rivets and combinations thereof—not shown) extending at least partially through interlock structure 104 and raised lip 101. Further, alternatively, or in addition to fasteners, the interlocking receipt of raised lip 101 within interlock channel 107 of interlock structure 104 may be augmented by the presence of an adhesive (not shown) interposed there-between. For example, an adhesive may be introduced into interlock channel 107 prior to raised lip 101 being received therein. The adhesive may be selected from art-recognized adhesives, e.g., thermoplastic adhesives, such as glues comprising polyvinylacetate, or thermosetting adhesives, such as 2-component polyurethane adhesives.
To assist in securing the base perimeter structure, and correspondingly the enclosed structure of the present invention, to an underlying support, each base plate may include at least one anchor hole, and at least one anchor extending there-through, thereby anchoring the base perimeter structure to the underlying support. With reference to
The anchors may be selected from art-recognized anchors, such as spikes, bolts, rivets and combinations thereof. Each anchor may independently be fabricated from metals (e.g., steel, nickel, iron, copper, etc.), plastic (thermoplastic and/or thermoset plastic materials), wood and combinations thereof. An example of an anchor that may be used with the enclosed structure of the present invention, in particular when securing the structure directly to the ground, is a PENETRATOR anchor, commercially available from American Earth Anchor, Inc., 16 or 18 inches (40.6 or 45.7 cm) in length, having an elongated auger-like shaft and a ½ inch (1.27 cm) square drive head.
When exposed to outdoor elements, such as rain and condensation, water may collect in the base perimeter channel of the enclosed structure. For example, when exposed to rain, water may run down the exterior surface of the sidewalls and collect in the base perimeter channel. Water collecting in the base perimeter channel may rise up over the top of interior flange 32 and into the interior of the enclosed structure. To prevent or minimize the collection of water (and other liquids) within the base perimeter channel, the channel of each base plate may be provided with seep holes. With reference to
The lower portion of each sidewall panel is received within the base perimeter channel of the base perimeter structure. The lower portion of each sidewall panel may be retained within the base perimeter structure by gravity, friction (e.g., a very tight fit there-between), snap fittings (not shown), fasteners, adhesives (not shown) and combinations thereof. In the case of snap fittings, interior surface 44 of interior flange 32 and/or interior surface 47 of exterior flange 35 may have snap projections (not shown) extending into channel 41, which snap fittingly engage with aligned snap depressions (not shown) in the interior and/or exterior surfaces of the lower portion of the sidewall panel residing within the channel. Adhesives (e.g., thermoplastic adhesives, such as glues comprising polyvinylacetate, or thermosetting adhesives, such as 2-component polyurethane adhesives) may be applied to at least one of interior surface 44 of interior flange 32, interior surface 47 of exterior flange 35 and upper surface 50 of base channel portion 38, and/or the interior and/or exterior surfaces of the lower portion of the sidewall, before the sidewall is received within channel 41.
Fasteners, that may be used to secure the lower portion of the sidewall panel within the channel, may be selected from, for example, screws, bolts, rivets and combinations thereof. In an embodiment of the present invention and with reference to
Lower sidewall portion 128 may optionally include lower sidewall apertures 134 (
Each base plate may optionally further include, in an embodiment of the present invention, a support flange that extends inwardly into (or towards) the enclosed interior space of the enclosed structure. The support flange may provide support for a floor structure and/or additional support ribs (not shown) similar to support ribs 95, that provide support for the interior flange of the base plate. With reference to
The support flange of the base plate may have dimensions similar or equivalent to those of the exterior base portion of the base plate. Typically, the linear distance that the support flange extends into the enclosed interior space of the enclosed structure is less than the linear distance that the exterior base portion extends outward from the exterior flange (e.g., length 146 of exterior base portion 56—
The dimensions associated with the interior flange 32, exterior flange 35, and base channel portion 38 of channel 53 of base plate 14 have been discussed previously herein. Further dimensions of the base plate will be discussed as follows with reference to
With reference to
The length 149 of base 29 (from first side base edge 68 to second side base edge 71) is typically from 45 cm to 290 cm, more typically from 65 cm to 190 cm, and further typically from 75 cm to 120 cm. In an embodiment of the present invention, length 149 of base 29 has a value of 90 cm. The length 152 of base plate 14 (from first base edge 68 to outer edge 105 of interlock structure 104) is typically from 50 cm to 300 cm, more typically from 70 cm to 200 cm, and further typically from 80 cm to 130 cm. In an embodiment of the present invention, length 152 of base plate 14 has a value of 95 cm.
The base perimeter structure of the enclosed structure of the present invention may optionally include one or more corner base plates. The number of corner base plates may be selected based on the number of corners the enclosed structure has. With reference to
The exterior wall structure 17 of the enclosed structure 1 of the present invention includes a plurality of sidewall panels 20. Each sidewall panel 20 includes: an upper sidewall edge 164 a lower sidewall portion 128, a first sidewall edge 167, a second sidewall edge 170, an interior sidewall side 173 and an exterior sidewall side 176. Each sidewall panel 20 has a first sidewall tab 179 extending outwardly from first sidewall edge 167, and a second sidewall tab 182 extending outwardly from second sidewall edge 170.
With reference to
As depicted in
In addition, the arrangement of a single sidewall panel and two neighboring and interlocked base plates also serves to occlude any separation or vertical breaks between the adjacent terminal edges of the exterior and/or interior flanges of the base plates. With reference to
The sidewall panels 20 of the sidewall structure 17 are arranged and positioned such that the first sidewall tab 179 and the second sidewall tab 182 of a neighboring sidewall panel overlappingly abut and are fixedly attached to each other. In
For purposes of the present discussion, and with further reference to
In an embodiment of the present invention, the first and second sidewall tabs of neighboring sidewall panels are fixedly attached together by one or more sidewall panel-sidewall panel fasteners passing through at least one pair of aligned sidewall panel tab apertures. In this particular embodiment, the first sidewall panel tab includes one or more apertures selected from circular apertures, elongated apertures and combinations thereof; and the second sidewall panel tab includes one or more apertures selected from circular apertures, elongated apertures and combinations thereof. At least one aperture of the first sidewall panel tab is aligned with at least one aperture of the second sidewall panel tab (of the neighboring sidewall panel), thereby forming at least one pair of aligned sidewall panel tab apertures. Each pair of aligned sidewall panel tab apertures, however, are free of (i.e., do not include): (i) aligned circular apertures; and (ii) aligned elongated apertures having parallel longitudinal axes. That is, each pair of aligned sidewall panel tab apertures is composed of only: (a) a circular aperture aligned with an elongated aperture; or (b) an elongated aperture aligned with an elongated aperture, in which the longitudinal axes of the aligned elongated apertures are not parallel to each other.
Selecting each pair of aligned sidewall panel tab apertures such that they are free of aligned circular apertures, and aligned elongated apertures having parallel longitudinal axes, provides a desirable balance of physical properties. Such a desirable balance of physical properties includes, for example, fixedly attaching neighboring sidewall panels together, while at the same time allowing the fixedly attached neighboring sidewall panels to move slightly relative to each other so as to compensate for thermal expansion and/or contraction of the materials from which the sidewall panels are fabricated. In the absence of such compensative movement, the sidewall tabs may become overly stressed as the result of thermal expansion and/or contraction, resulting in cracking and catastrophic failure of the tabs. A pair of aligned circular apertures typically provides too little compensative movement. A pair of aligned elongated apertures having parallel longitudinal axes typically allows too much movement between the overlapping and abutting sidewall tabs, thus rendering the sidewall structure dimensionally unstable.
Further reference is made to
In
The first and second sidewall tabs may each independently comprise a plurality of separate (or discontinuous) tabs that together define the sidewall tab, or be a substantially unitary (or continuous) sidewall tab. In an embodiment of the present invention, first sidewall tab 179 is a substantially unitary first sidewall tab that extends outward from and substantially longitudinally along first sidewall edge 167, and second sidewall tab 182 is a substantially unitary second sidewall tab that extends outward from and substantially longitudinally along second sidewall edge 170, as depicted in the drawing figures (e.g.,
Overlapping abutment of the first sidewall tab and the second sidewall tab of a neighboring sidewall panel is achieved by positioning the sidewall tabs in an offset fashion along the inner, middle or outer portions of the respective sidewall edge (whether the sidewall tabs are continuous, discontinuous or a combination thereof). In an embodiment of the present invention, and with further reference to
The sidewall panels of the enclosed structure may have a wide range of dimensions. Typically, each sidewall panel independently has a length (or height) of from 50 cm to 300 cm, more typically from 100 cm to 250 cm, and further typically from 150 cm to 230 cm. Each sidewall panel may independently have a width (inclusive of the first and second sidewall tabs) of from 50 cm to 200 cm, more typically from 80 cm to 150 cm, and further typically from 100 cm to 125 cm. The first and second sidewall tabs may each extend out from the respective first or second sidewall edges a distance of from 1.25 cm to 7.5 cm, more typically from 2 cm to 5 cm, and further typically from 3 cm to 4 cm. Each sidewall tab typically has a thickness of from 3 mm to 15 mm, more typically from 4 mm to 12 mm, and further typically from 5 mm to 10 mm. Upper portion 279 of each sidewall panel typically has a thickness 285 (
As discussed previously herein, enclosed structure 1 includes a roof structure 23 that comprises a plurality of roof panels 26. With reference to
The roof panels 20 are arranged such that first roof panel tab 213 and second roof panel tab 216 of a neighboring roof panel overlappingly abut and are fixedly attached to each other. The overlapping abutment of the first and second roof panel tabs will be discussed herein with reference to
In an embodiment of the present invention, the first and second roof panel tabs of neighboring roof panels are fixedly attached together by one or more roof panel-roof panel fasteners passing through at least one pair of aligned roof panel tab apertures. In this particular embodiment, the first roof panel tab includes one or more apertures selected from circular apertures, elongated apertures and combinations thereof; and the second roof panel tab includes one or more apertures selected from circular apertures, elongated apertures and combinations thereof. At least one aperture of the first roof panel tab is aligned with at least one aperture of the second roof panel tab (of the neighboring roof panel), thereby forming at least one pair of aligned roof panel tab apertures. Each pair of aligned roof panel tab apertures, however, are free of (i.e., do not include): (i) aligned circular apertures; and (ii) aligned elongated apertures having parallel longitudinal axes. That is, each pair of aligned roof panel tab apertures is composed of only: (a) a circular aperture aligned with an elongated aperture; or (b) an elongated aperture aligned with an elongated aperture, in which the longitudinal axes of the aligned elongated apertures are not parallel to each other.
Selecting each pair of aligned roof panel tab apertures such that they are free of aligned circular apertures, and aligned elongated apertures having parallel longitudinal axes, provides a desirable balance of physical properties. Such a desirable balance of physical properties includes, for example, fixedly attaching neighboring roof panels together, while at the same time allowing the fixedly attached neighboring roof panels to move slightly relative to each other so as to compensate for thermal expansion and/or contraction of the materials from which the roof panels are fabricated. In the absence of such compensative movement, the roof panel tabs may become overly stressed as the result of thermal expansion and/or contraction, resulting in cracking and catastrophic failure of the tabs. A pair of aligned circular apertures typically provides too little compensative movement. A pair of aligned elongated apertures having parallel longitudinal axes typically allows too much movement between the overlapping and abutting roof panel tabs, thus rendering the roof structure dimensionally unstable.
In
The first and second roof panel tabs may each independently comprise a plurality of separate (or discontinuous) tabs that together define the roof panel tab, or be a substantially unitary (or continuous) roof panel tab. In an embodiment of the present invention, first roof panel tab 213 is a substantially unitary first sidewall tab that extends outwardly from and substantially longitudinally along first roof panel edge 201, and second roof panel tab 216 is a substantially unitary second sidewall tab that extends outwardly from and substantially longitudinally along second roof panel edge 204, as depicted in the drawing figures (e.g.,
Overlapping abutment of the first roof panel tab and the second roof panel tab of a neighboring roof panel is achieved by positioning the roof panel tabs in an offset fashion along the inner, middle or outer portions of the respective roof panel edge (whether the roof panel tabs are continuous, discontinuous or a combination thereof). In an embodiment of the present invention, and with further reference to
The roof panels of the enclosed structure may have a wide range of dimensions. Typically each roof panel independently has a length (or height) of from 100 cm to 400 cm, more typically from 150 cm to 350 cm, and further typically from 200 cm to 250 cm. Each roof panel typically has a width (inclusive of the first and second roof panel tabs) of from 50 cm to 200 cm, more typically from 80 cm to 150 cm, and further typically from 100 cm to 125 cm. The first and second roof panel tabs may each extend out from the respective first or second roof panel edges a distance of from 1.25 cm to 7.5 cm, more typically from 2 cm to 5 cm, and further typically from 3 cm to 4 cm. Each roof panel tab typically has a thickness of from 3 mm to 15 mm, more typically from 4 mm to 12 mm, and further typically from 5 mm to 10 mm. Each roof panel typically has a thickness (from exterior side 210 to interior side 207) of from 1.25 cm to 7.6 cm, more typically from 2 cm to 5 cm, and further typically from 3 cm to 4 cm. In an embodiment, each roof panel has a length (or height) of 220 cm, a width of 90 cm, and a thickness of 5 cm; and the first and second roof panel tabs each extend out from the respective first or second roof panel edges a distance of 3 cm, and have a thickness of 6 mm.
With reference to
The interior sides of the sidewall and roof panels together define the substantially enclosed interior structure space of the enclosed structure of the present invention. More particularly, and with further reference to
To assist alignment between and engagement of the roof panels and sidewall panels, the upper sidewall edge of at least one sidewall panel further includes a plurality of extensions extending upward therefrom, and the lower interior roof panel side of at least one roof panel has a plurality of notches that are dimensioned and positioned to receive the sidewall extensions therein. Receipt of the sidewall extensions within the roof lower panel notches serves to maintain the roof gradient angle of the roof panel. With reference to
Extensions 222 may extend singly upward from upper sidewall edge 164. Alternatively, sidewall panel 20 may further include an extension support rib 276 extending between at least two extensions 222, as depicted in
Lower notches 225 of the roof panel may be formed directly in interior roof panel side 207 when roof panel 20 is substantially solid, and interior roof panel side 207 is defined by a substantially continuous surface. In an embodiment of the present invention, interior roof panel side 207 comprises and is defined by a plurality of intersecting ribs 228 (
Receipt of sidewall extensions 222 within lower notches 225 of roof panel 26 serves to maintain roof gradient angle 219. In addition, such receipt of the sidewall extensions within the lower notches of the roof panel further serves to prevent the roof panel from sliding down and across the upper sidewall edge 164. Sidewall extensions 222 and lower roof panel notches 225 also provide for easier assembly of the enclosed structure of the present invention by, for example, allowing on-site assemblers to more quickly and efficiently connect the sidewall and roof panels together, while at the same time setting the roof gradient angle.
To better provide for maintaining the roof gradient angle, the upper sidewall edge, and optionally the surfaces of the sidewall extensions, and further optionally the surfaces defining the lower notches of the roof panel may be modified so as to possess selected angled surfaces. In an embodiment, and with reference to
In a further embodiment, the extensions of at least one sidewall panel have forward and rear surfaces that are selected so as to possess specific angled surfaces. With reference to
(90°−roof gradient angle)
The selection of the forward extension surface gradient angle 249 and the rear extension surface gradient angle 255, serves to maintain the roof gradient angle, in particular, when the lower notches of the roof panel into which the sidewall extensions are received also have selected angled forward and rear notch surfaces. With reference to
(90°−roof gradient angle)
Rear notch surface 261 has a rear notch surface gradient angle 270 of 90°. Forward notch surface gradient angle 264 and rear notch surface gradient angle 270 are each determined relative to horizontal (as represented by dashed line 267 in
When the forward 243 and rear 246 extension surfaces and associated gradient angles (249 and 255), and the forward 258 and rear 261 notch surfaces and associated gradient angles (264 and 270) are selected as described above, abutment between forward notch surface 258 and forward extension surface 243 is optional. That is, there may be a separation 273 between forward notch surface 258 and forward extension surface 243, when extension 222 is received within lower notch 225, as depicted in
To minimize or prevent the ingress of fluids, such as water, into channel 41 of base plate 14 (and correspondingly base perimeter channel 74 of base perimeter structure 11), the width of the upper portion of the sidewall is selected such that the exterior upper sidewall surface thereof either: extends out beyond or is substantially flush with the exterior surface of the exterior flange of the base plate. When a fluid, such as rain, runs down the exterior upper sidewall surface, such a relationship between the exterior upper sidewall surface and the exterior flange surface results in the fluid dropping beyond or flowing over the exterior flange surface, rather than behind the exterior flange and into channel 41.
More particularly, and with reference to
The interior side of the sidewall panels, of the enclosed structure of the present invention, may be defined by a substantially continuous surface (e.g., when the sidewall is substantially solid), or by a plurality of intersecting ribs. A plurality of intersecting ribs is desirable because it allows for a reduction in the weight of the sidewall panel without compromising the dimensional integrity thereof. With reference to
At least one sidewall panel of the enclosed structure of the present invention may include a door and/or window. With reference to
With reference to
The roof structure of the enclosed structure of the present invention may be a gable roof structure. As used herein and in the claims, the term “gable roof structure” and similar terms means a double-sloping roof that forms a gable at least one end thereof, and the term “gable structure” and similar terms means a substantially vertical terminus or end of the gable roof structure having a shape selected from, but not limited to, triangular and/or arched shapes. With reference to
With reference to
Each top cap element 317 still further includes a second exterior cap flange 347, which extends outwardly and downwardly from and along second side 331 of upper portion 323 of elongated spine 320. The second side 331 of each top cap element 317 also includes a second interior cap flange 350, which extends outwardly and downwardly from and along second side 331 and lower portion 325 of the elongated spine 320. Second exterior cap flange 347 and second interior cap flange 350 together define a second cap channel 353. More particularly, the interior surface 348 of second exterior cap flange 347 and the interior surface 351 of second interior cap flange 350 together define second cap channel 353. Second cap channel 353 is an elongated channel that extends along second side 331 of elongated central spine 320, and has an elongated opening 356.
Each top cap element 317 is positioned vertically above the sidewall structure 17 of the enclosed structure 1, such that the first cap channel 340 of each top cap element 317 receives therein at least a portion of the upper roof panel portion 185 of at least one roof panel 26. In addition, second cap channel 353 of each top cap element 317 receives therein at least a portion of the upper roof panel portion 185 of at least one roof panel 26. See, for example,
Each top cap element has a first end 359 and a second end 362. The top cap structure 314 comprises at least two top cap elements 317 that are arranged with the first end 359 of one top cap element abutting the second end 362 of a neighboring top cap element (i.e., being arranged abuttingly end-to-end). The top cap elements 317 may be fixedly held together end-to-end by art recognized means including, but not limited to: fasteners (e.g., self tapping screws, rivets, and nut and bolt combinations); brackets (e.g., fixed against first side 328 and second side 331 of elongated spine 320 by means of fasteners and/or adhesives); snap fittings; adhesives and combinations thereof (not shown).
The first exterior and interior cap flanges, and the second exterior and interior cap flanges, may each be independently configured so as to maintain the roof gradient angles of the roof panels received within the first and second cap channels respectively defined thereby. In particular, the interior surfaces of the exterior and interior cap flanges are so configured, such that the roof gradient angles of the roof panels received within the first and second cap channels respectively defined thereby, are maintained.
With reference to
The interior and exterior cap flanges of each top cap element 317 may, in an embodiment of the present invention, further include apertures that may be aligned with apertures in the upper roof panel portions received within the cap channels thereof. The aligned apertures may be dimensioned to receive fasteners therethrough (e.g., screws, rivets, bolts and combinations thereof), so as to fixedly attach the roof panels and the top cap elements together. With reference to
Each top cap element 317 typically has a length, from first end 359 to second end 362, of from 50 cm to 450 cm, more typically from 75 cm to 225 cm, and further typically from 90 cm to 180 cm. In an embodiment of the present invention, each top cap element has a length of 135 cm.
As discussed previously herein, the gable roof structure (e.g., roof structure 23) may include at least one gable structure 308. In an embodiment of the present invention, gable structure 308 includes a first gable panel 383 and a second gable panel 386 that each reside abuttingly on the upper sidewall edge 164 of at least one sidewall panel 20, and which are attached to each other by overlapping, abutting and fixedly attached gable tabs.
Since first gable panel 383 and second gable panel 386 are mirror images of each other, they are described herein with reference to second gable panel 386 as depicted in
The gable bottom side (e.g., 401) of first gable panel 383, and the gable bottom side (e.g., 401) of second gable panel 386 each independently abut the upper sidewall edge 164 of at least one sidewall panel 20. The gable tab (e.g., 413) of the first gable panel 383, and the gable tab (e.g., 413) of the second gable panel 386 overlappingly abut, and are fixedly attached to each other. The gable ledge (e.g., 404) of first gable panel 383 resides beneath and supportively abuts either the first roof panel tab 213 or the second roof panel tab 216 of at least one adjacent roof panel 26. The gable ledge (e.g., 404) of second gable panel 386 resides beneath and supportively abuts either the first roof panel tab 213 or the second roof panel tab 216 of at least one adjacent roof panel 26.
The gable ledge (e.g., 404) of each gable panel and the roof panel tab supported thereby may be attached to each other by known attachment means including, but not limited to, fasteners (e.g., screws, rivets and bolts), adhesives, snap fittings, and combinations thereof (not shown). For example, and with reference to
The gable tabs of the first and second gable panels may each independently comprise a plurality of separate (or discontinuous) tabs that together define the respective gable tab, or be in the form of a substantially unitary (or continuous) gable tab. In an embodiment of the present invention, the gable tab (e.g., 413) of the first gable panel 383 is a substantially unitary first gable tab that extends outwardly from and substantially longitudinally along the gable side edge (e.g. 398) of first gable panel 383. The gable tab (e.g., 413) of the second gable panel 386 is a substantially unitary second gable tab that extends outwardly from and substantially longitudinally along the gable side edge (e.g. 398) of second gable panel 386. The gable tabs typically have a thickness that is less than the thickness of the gable panel (e.g., the thickness of the gable panel as determined from gable exterior side 389 to gable interior side 392). In an embodiment, the gable tabs each individually have a thickness that is from 20 percent to 50 percent that of the thickness of the gable panel, inclusive of the recited values.
The first 383 and second 386 gable panels of the gable structure 308 are arranged and positioned such that the gable tabs (e.g., 413) of the neighboring gable panels thereof overlappingly abut and are fixedly attached to each other. In
For purposes of the present discussion, and with further reference to
In an embodiment of the present invention, the overlapping gable tabs of the neighboring first and second gable panels are fixedly attached together by one or more gable panel-gable panel fasteners passing through at least one pair of aligned gable panel tab apertures. In this particular embodiment, the gable tab of the first gable panel includes one or more apertures selected from circular apertures, elongated apertures and combinations thereof; and the gable tab of the second gable panel includes one or more apertures selected from circular apertures, elongated apertures and combinations thereof. At least one aperture of the gable tab of the first gable panel is aligned with at least one aperture of the gable tab of the second gable panel, thereby forming at least one pair of aligned gable tab apertures. Each pair of aligned gable tab apertures, however, are free of (i.e., do not include): (i) aligned circular apertures; and (ii) aligned elongated apertures having parallel longitudinal axes. That is, each pair of aligned gable tab apertures is composed of only: (a) a circular aperture aligned with an elongated aperture; or (b) an elongated aperture aligned with an elongated aperture, in which the longitudinal axes of the aligned elongated apertures are not parallel to each other.
Selecting each pair of aligned gable tab apertures such that they are free of aligned circular apertures, and aligned elongated apertures having parallel longitudinal axes, provides a desirable balance of physical properties. Such a desirable balance of physical properties includes, for example, fixedly attaching neighboring first and second gable panels together, while at the same time allowing the fixedly attached neighboring first and second gable panels to move slightly relative to each other so as to compensate for thermal expansion and/or contraction of the materials from which the gable panels are fabricated. In the absence of such compensative movement, the gable tabs of the gable panels may become overly stressed as the result of thermal expansion and/or contraction, resulting in cracking and catastrophic failure of the gable tabs. A pair of aligned circular apertures typically provides too little compensative movement. A pair of aligned elongated apertures having parallel longitudinal axes typically allows too much movement between the overlapping and abutting gable tabs, thus rendering the gable structure dimensionally unstable.
In
Overlapping abutment of the gable tab of the first gable panel and the gable tab of the neighboring second gable panel is achieved by positioning the gable tabs in an offset fashion along the inner, middle or outer portions of the respective gable side edge (whether the gable tabs are continuous, discontinuous or a combination thereof). In an embodiment of the present invention, and with further reference to
In an embodiment of the present invention, the gable bottom side of each gable panel has a plurality of gable notches into which are received upward extending extensions of the sidewall panels residing there-under. Receipt of the upward extending sidewall panel extensions within the gable notches provides advantages including, but not limited to: proper aligning of the gable panels and sidewall panels; and minimizing the risk of the gable panels slipping or sliding off the top of the sidewall panels upon which they abuttingly rest.
As discussed previously herein, each sidewall panel 20 of sidewall structure 17 may include a plurality of extensions extending upward from the upper sidewall edge 164. The sidewall panel extensions may have any suitable shape or configuration, provided they are capable of being received within the gable notches of the gable bottom sides. For example, the sidewall panel extensions may have specific angled forward and rear surfaces, such as extensions 222, or they may have a substantially rectangular shape defined by exterior surfaces having orthogonal orientations relative to horizontal (not shown).
The gable bottom side of the first gable panel 383 and the gable bottom side of the second gable panel 386 each independently have a plurality of gable notches. At least some of the gable notches of the first gable panel and at least some of the gable notches of the second gable panel each independently receive the extensions, of the sidewall panels upon which they abuttingly rest, therein. For purposes of illustration, and with reference to
The gable exterior side and the gable interior side of each gable panel may be defined by continuous surfaces. In an embodiment, the gable exterior side of the first gable panel, and the gable exterior side of the second gable panel each independently comprise (or are defined by) a substantially continuous surface, and the gable interior side of the first gable panel, and the gable interior side of the second gable panel each independently comprise (or are defined by) a plurality of intersecting ribs. A plurality of intersecting ribs is desirable because it allows for a reduction in the weight of the gable panel without compromising the dimensional integrity thereof.
For purposes of illustration, and with reference to
The gable structure, and the gable panels thereof, of the enclosed structure may each independently have any suitable shape including, for example, arched shapes and/or triangular shapes. Typically each gable structure, and each gable panel thereof, independently has a triangular shape. In an embodiment, each gable panel has a substantially right triangular shape, for example as depicted in
The base perimeter and wall structures of the enclosed structure of the present invention may have a circular and/or oval shape, in which case the enclosed structure is free of corners. Typically, the enclosed structure includes at least one corner, in which case the enclosed structure may further include corner sidewall panels, a corner structure, and optionally a corner base plate.
With reference to
First corner flange 456 and second corner flange 459 extend out from elongated center member 447 such that they together form (or have) an internal angle 462 there-between that is greater than 0° and less than 180° (
Corner structure 444 is positioned such that lower portion 453 of elongated center member 447 resides within and upper portion 450 (of elongated center member 447) extends upwardly from a portion of base perimeter channel 74. More particularly, and as depicted in
The corner sidewall panels and corner structure are arranged such that the sidewall tabs of the corner sidewall panels overlappingly abut and are fixedly attached to the corner flanges of the corner structure. More particularly, first corner flange 456 and first sidewall tab 179 or second sidewall tab 182 of first corner sidewall panel 20-1 overlappingly abut and are fixedly attached to each other. Further, second corner flange 459 and first sidewall tab 179 or second sidewall tab 182 of second corner sidewall panel 20-2 overlappingly abut and are fixedly attached to each other. The corner flanges and sidewall tabs may be fixedly attached to each other by art-recognized means including, but not limited to adhesives, fasteners (e.g., screws, rivets and/or bolts), snap fittings, and combinations thereof (not shown).
The first and second corner flanges may each independently and optionally further include a plurality of apertures (471, 474). The apertures of the corner flanges and the apertures of the sidewall tabs abutting therewith may together form aligned apertures through which fasteners may be passed, so as to fixedly attach the corner structure and corner sidewall panels together. As described previously herein with regard to fixed attachment of the overlapping and abutting sidewall panel tabs, and roof panel tabs (and with reference to
The first and second corner flanges of the corner structure may each independently comprise a plurality of separate (or discontinuous) flange elements that together define the respective corner flange, or be in the form of a substantially unitary (or continuous) corner flange. In an embodiment of the present invention, first corner flange 456 is a substantially unitary first corner flange that extends outwardly from and substantially longitudinally along elongated center member 447 of corner structure 444. More particularly, first corner flange 456 extends outwardly from and longitudinally along first side edge 477 of elongated center member 447 (
The corner flanges typically have a thickness that is less than the width of the side edge of the elongated center member from which they extend (e.g., first side edge 477 or second side edge 480). In an embodiment, the corner flanges each individually have a thickness that is from 20 percent to 50 percent of that of the thickness of the side edge of the elongated center member from which they extend, inclusive of the recited values. In a particular embodiment, the first and second corner flanges have a thickness that is substantially 25 percent of that of the thickness of the side edge of the elongated center member from which they extend, inclusive of the recited values.
Each corner flange may be positioned and extend outward from the elongated center member of the corner structure such that it resides underneath or overtop of the sidewall tab of the corner sidewall panels with which the corner flange is in abutting relationship. In an embodiment, the first corner flange resides abuttingly over the first sidewall tab or the second sidewall tab of said first corner sidewall panel, and the second corner flange resides abuttingly under the first sidewall tab or the second sidewall tab of said second corner sidewall panel. For example, and with reference to
The alternating over-under (or under-over) relationship between the first and second corner flanges and the corner sidewall tabs abuttingly associated therewith (e.g., as depicted in
Each corner structure (444) of the enclosed structure may have a wide range of dimensions provided that the corner structures are capable of providing sufficient support for the sidewall panels attached thereto, and any portion of the roof structure resting thereon. Each corner structure (and, in particular, elongated center member 447 thereof) typically has a length (or height) of from 50 cm to 300 cm, more typically from 100 cm to 250 cm, and further typically from 150 cm to 230 cm. The first and second corner flanges (456, 459) each independently and typically extend outwardly from the respective side edge of the elongated center member (477, 480) a distance of from 2.5 cm to 10 cm, more typically from 3.5 cm to 8 cm, and further typically from 4 cm to 7 cm. The first and second corner flanges (456, 459) each independently and typically have a thickness of from 6 mm to 40 mm, more typically from 10 mm to 30 mm, and further typically from 15 mm to 25 mm. In an embodiment, the corner structure (and, in particular, elongated center member 447 thereof) typically has a length (or height) of 180 cm, each corner flange (456, 459) extends outwardly from the respective side edge of the elongated center member (477, 480) a distance of 6 cm, and each corner flange has a thickness of 20 mm.
As described previously herein, a portion of the interior roof panel side 207 of the lower roof panel portion 188 abuts upper sidewall edge 164 of at least one sidewall panel 20 with the enclosed structure of the present invention. With reference to
With further reference to
Retainer 491 may have a form selected from, but not limited to, a chain, a strap, an intertwined material such as rope and combinations thereof. The retainer may be fabricated from materials selected from, but not limited to, plastics (such as, thermoplastic and/or thermoset plastic materials, including elastomeric polymeric materials), metals, natural fiber materials (e.g., hemp as used in hemp based rope), and combinations thereof. In an embodiment, retainer 491 is in the form of a strap fabricated from nylon material (e.g., KEVLAR nylon material).
Sidewall mounting extension 485 and roof panel mounting extension 488 may have any suitable form, provided that retainer 491 may be tensionally attached thereto. For example, the sidewall and roof mounting extensions may each independently have a form selected from, but not limited to, rigid looped structures (e.g., eye bolts), shaped rigid mounts (e.g., ball mounts) and combinations thereof. The sidewall and roof mounting extensions may be fabricated from materials selected from, but not limited to, plastics (such as thermoplastic and/or thermoset plastic materials), metals and combinations thereof. The sidewall and roof mounting extensions may be separate from or continuous with the sidewall and/or roof panels. For example, the mounting extensions may be metal eye bolts that are mounted on the interior side of the sidewall and/or roof panels. If the sidewall and/or roof panels are fabricated from plastic material, the mounting extensions associated there-with may be formed from plastic and as part of the panel during the molding process, in which case the mounting extensions are continuous with the respective panel.
Alternatively or in addition to the combination of retainer 491, roof panel mounting extension 488 and sidewall panel mounting extension 485, the roof panel—sidewall panel arrangement 483 may be maintained in abutting relationship by fasteners (not shown) passing through aligned apertures in lower roof panel portion 188 and upper sidewall edge 164. With reference to
The various components (e.g., base plates, sidewall panels, roof panels, top cap elements, sidewall and roof mounting extensions and/or gable panels) of the enclosed structure of the present invention may each be independently fabricated from numerous materials, provided the components possess sufficient rigidity, such that the enclosed structure is at a minimum self-supporting, and further capable of withstanding external forces and stresses resulting from, for example, wind, rain and/or snow. For example, the various components (e.g., base plates, sidewall panels, roof panels, top cap elements, sidewall and roof mounting extensions and gable panels) of the enclosed structure may each be fabricated from a material selected independently from wood, metals (e.g., ferrous based metals, titanium, copper and/or aluminum), ceramic materials, plastic materials and combinations thereof.
In an embodiment of the present invention, the components (e.g., base plates, sidewall panels, roof panels, top cap elements, gable panels and/or sidewall and roof mounting extensions) of the enclosed structure are each independently fabricated from plastic material selected independently from the group consisting of thermoset plastic material, thermoplastic material and combinations thereof. As used herein and in the claims, the term “thermoset plastic material” and similar terms, such as “thermosetting or thermosetable plastic materials” means plastic materials having or that form a three dimensional crosslinked network resulting from the formation of covalent bonds between chemically reactive groups, e.g., active hydrogen groups and free isocyanate groups, or between unsaturated groups.
Thermoset plastic materials from which the plastic material of the components of the enclosed structure may be independently selected, include those known to the skilled artisan, e.g., crosslinked polyurethanes, crosslinked polyepoxides, crosslinked polyesters and crosslinked polyunsaturated polymers. The use of thermosetting plastic materials typically involves the art-recognized process of reaction injection molding. Reaction injection molding typically involves, as is known to the skilled artisan, injecting separately, and preferably simultaneously, into a mold, for example: (i) an active hydrogen functional component (e.g., a polyol and/or polyamine); and (ii) an isocyanate functional component (e.g., a diisocyanate such as toluene diisocyanate, and/or dimers and trimers of a diisocyanate such as toluene diisocyanate). The filled mold may optionally be heated to ensure and/or hasten complete reaction of the injected components.
As used herein and in the claims, the term “thermoplastic material” and similar terms, means a plastic material that has a softening or melting point, and is substantially free of a three dimensional crosslinked network resulting from the formation of covalent bonds between chemically reactive groups, e.g., active hydrogen groups and free isocyanate groups. Examples of thermoplastic materials from which the plastic material of the components (e.g., base plates, sidewall panels, roof panels, top cap elements, gable panels and/or sidewall and roof mounting extensions) of the enclosed structure may be independently selected include, but are not limited to, thermoplastic polyurethane, thermoplastic polyurea, thermoplastic polyimide, thermoplastic polyamide, thermoplastic polyamideimide, thermoplastic polyester, thermoplastic polycarbonate, thermoplastic polysulfone, thermoplastic polyketone, thermoplastic polyolefins, thermoplastic (meth)acrylates, thermoplastic acrylonitrile-butadiene-styrene, thermoplastic styrene-acrylonitrile, thermoplastic acrylonitrile-stryrene-acrylate and combinations thereof (e.g., blends and/or alloys of at least two thereof).
In an embodiment of the present invention, the thermoplastic material of the various components of the enclosed structure is independently selected in each case from thermoplastic polyolefins. As used herein and in the claims, the term “polyolefin” and similar terms, such as “polyalkylene” and “thermoplastic polyolefin”, means polyolefin homopolymers, polyolefin copolymers, homogeneous polyolefins and/or heterogeneous polyolefins. For purposes of illustration, examples of polyolefin copolymers include those prepared from ethylene and one or more C3-C12 alpha-olefin, such as 1-butene, 1-hexene and/or 1-octene.
The polyolefins, from which the thermoplastic material of the components of the enclosed structure, may in each case be independently selected include, but are not limited to, heterogeneous polyolefins, homogeneous polyolefins, and combinations thereof. The term “heterogeneous polyolefin” and similar terms means polyolefins having a relatively wide variation in: (i) molecular weight amongst individual polymer chains (i.e., a polydispersity index of greater than or equal to 3); and (ii) monomer residue distribution (in the case of copolymers) amongst individual polymer chains. The term “polydispersity index” (PDI) means the ratio of Mw/Mn, where Mw means weight average molecular weight, and Mn means number average molecular weight, each being determined by means of gel permeation chromatography (GPC) using appropriate standards, such as polyethylene standards. Heterogeneous polyolefins are typically prepared by means of Ziegler-Natta type catalysis in heterogeneous phase.
The term “homogeneous polyolefin” and similar terms means polyolefins having a relatively narrow variation in: (i) molecular weight amongst individual polymer chains (i.e., a polydispersity index of less than 3); and (ii) monomer residue distribution (in the case of copolymers) amongst individual polymer chains. As such, in contrast to heterogeneous polyolefins, homogeneous polyolefins have similar chain lengths amongst individual polymer chains, a relatively even distribution of monomer residues along polymer chain backbones, and a relatively similar distribution of monomer residues amongst individual polymer chain backbones. Homogeneous polyolefins are typically prepared by means of single-site, metallocene or constrained-geometry catalysis. The monomer residue distribution of homogeneous polyolefin copolymers may be characterized by composition distribution breadth index (CDBI) values, which are defined as the weight percent of polymer molecules having a comonomer residue content within 50 percent of the median total molar comonomer content. As such, a polyolefin homopolymer has a CDBI value of 100 percent. For example, homogenous polyethylene/alpha-olefin copolymers typically have CDBI values of greater than 60 percent or greater than 70 percent. Composition distribution breadth index values may be determined by art recognized methods, for example, temperature rising elution fractionation (TREF), as described by Wild et al, Journal of Polymer Science, Poly. Phys. Ed., Vol. 20, p. 441 (1982), or in U.S. Pat. No. 4,798,081, or in U.S. Pat. No. 5,089,321. An example of homogeneous ethylene/alpha-olefin copolymers are SURPASS polyethylenes, commercially available from NOVA Chemicals Inc.
The plastic material of the various components (e.g., base plates, sidewall panels, roof panels, top cap elements, gable panels and/or sidewall and roof mounting extensions) of the enclosed structure may in each case independently and optionally include a reinforcing material selected, for example, from glass fibers, glass beads, carbon fibers, metal flakes, metal fibers, polyamide fibers (e.g., KEVLAR polyamide fibers), cellulosic fibers, nanoparticulate clays, talc and mixtures thereof. If present, the reinforcing material is typically present in a reinforcing amount, e.g., in an amount of from 5 percent by weight to 60 or 70 percent by weight, based on the total weight of the plastic material. The reinforcing fibers, and the glass fibers in particular, may have sizings on their surfaces to improve miscibility and/or adhesion to the plastic materials into which they are incorporated, as is known to the skilled artisan.
In an embodiment of the invention, the reinforcing material is in the form of fibers (e.g., glass fibers, carbon fibers, metal fibers, polyamide fibers, cellulosic fibers and combinations of two or more thereof). The fibers typically have lengths (e.g., average lengths) of from 0.5 inches to 4 inches (1.27 cm to 10.16 cm). The components of the enclosed structure may each independently include fibers having lengths that are at least 50 or 85 percent of the lengths of the fibers that are present in the feed materials from which the components are prepared, such as from 0.25 inches to 2 or 4 inches (0.64 cm to 5.08 or 10.16 cm). The average length of fibers present in the components of the enclosed structure may be determined in accordance with art recognized methods. For example, the various components of the enclosed structure may be pyrolyzed to remove the plastic material, and the remaining or residual fibers microscopically analyzed to determine their average lengths, as is known to the skilled artisan.
Fibers are typically present in the plastic materials of the components of the enclosed structure in amounts selected independently from 5 to 70 percent by weight, 10 to 60 percent by weight, or 30 to 50 percent by weight (e.g., 40 percent by weight), based on the total weight of the plastic material (i.e., the weight of the plastic material, the fiber and any additives). Accordingly, components of the enclosed structure of the present invention may each independently include fibers in amounts of from 5 to 70 percent by weight, 10 to 60 percent by weight, or 30 to 50 percent by weight (e.g., 40 percent by weight), based on the total weight of the particular component.
The fibers may have a wide range of diameters. Typically, the fibers have diameters of from 1 to 20 micrometers, or more typically from 1 to 9 micrometers. Generally each fiber comprises a bundle of individual filaments (or monofilaments). Typically, each fiber is composed of a bundle of 10,000 to 20,000 individual filaments.
Typically, the fibers are uniformly distributed throughout the plastic material of the component(s) of the enclosed structure. During mixing of the fibers and the plastic material, the fibers generally form bundles of fibers typically comprising at least 5 fibers per fiber bundle, and preferably less than 10 fibers per fiber bundle. While not intending to be bound by theory, it is believed, based on the evidence at hand, that fiber bundles containing 10 or more fibers may result in a molded component (e.g., sidewall panels) having undesirably reduced structural integrity. The level of fiber bundles containing 10 or more fibers per bundle, may be quantified by determining the Degree of Combing present within a molded article. The number of fiber bundles containing 10 or more fibers per bundle is typically determined by microscopic evaluation of a cross section of the molded article, relative to the total number of microscopically observable fibers (which is typically at least 1000). The Degree of Combing is calculated using the following equation: 100×((number of bundles containing 10 or more fibers)/(total number of observed fibers)). Generally, the molded components of the enclosed structure each independently have a Degree of Combing of less than or equal to 60 percent, and typically less than or equal to 35 percent.
In addition or alternatively to reinforcing material(s), the plastic materials of the components of the enclosed structure may in each case independently and optionally include one or more additives. Additives that may be present in the plastic materials of the various components of the enclosed structure include, but are not limited to, antioxidants, colorants, e.g., pigments and/or dyes, mold release agents, fillers, e.g., calcium carbonate, ultraviolet light absorbers, fire retardants and mixtures thereof. Additives may be present in the plastic material of each component of the enclosed structure in functionally sufficient amounts, e.g., in amounts independently from 0.1 percent by weight to 10 percent by weight, based on the total weight of the particular component.
The components (e.g., base plates, sidewall panels, roof panels, top cap elements, gable panels and/or sidewall and roof mounting extensions) of the enclosed structure of the present invention may be prepared by art-recognized methods, including, but not limited to, injection molding, reaction injection molding, compression molding and combinations thereof. The components of the enclosed structure may be fabricated by a compression molding process that includes: providing a compression mold comprising a lower mold portion and an upper mold portion; forming (e.g., in an extruder) a molten composition comprising plastic material and optionally reinforcing material, such as fibers; introducing, by action of gravity, the molten composition into the lower mold portion; compressively contacting the molten composition introduced into the lower mold portion with the interior surface of the upper mold portion; and removing the molded component (e.g., a roof panel) from the mold. The lower mold portion may be supported on a trolley that is reversibly moveable between: (i) a first station where the molten composition is introduced therein; and (ii) a second station where the upper mold portion is compressively contacted with the molten composition introduced into the lower mold portion.
The lower mold portion may be moved concurrently in time and space (e.g., in x-, y- and/or z-directions, relative to a plane in which the lower mold resides) as the molten composition is gravitationally introduced therein. Such dynamic movement of the lower mold portion provides a means of controlling, for example, the distribution, pattern and/or thickness of the molten composition that is gravitationally introduced into the lower mold portion. Alternatively, or in addition to movement of the lower mold portion in time and space, the rate at which the molten composition is introduced into the lower mold portion may also be controlled. When the molten composition is formed in an extruder, the extruder may be fitted with a terminal dynamic die having one or more reversibly positionable gates through which the molten composition flows before dropping into the lower mold portion. The rate at which the molten composition is gravitationally deposited into the lower mold portion may be controlled by adjusting the gates of the dynamic die.
If different plastic compositions are used to form a particular component of the enclosed structure, the different plastic compositions may be introduced sequentially or concurrently into a particular portion of the lower mold that corresponds to a particular portion of the component to be formed/molded. For example, in the case of a sidewall panel, a first molten plastic composition may be introduced, at a first station, into that portion of the lower mold which defines those portions of the sidewall panel that are other than the sidewall tabs (e.g., the central or body portion of the sidewall panel), followed by moving the trolley and lower mold to a second station where a second molten plastic composition is introduced into that portion of the lower mold which defines the first sidewall tab, and then moving the trolley to a third station where a third molten plastic composition is introduced into that portion of the lower mold which defines the second sidewall tab. The lower mold, so sequentially filled with first, second and third molten plastic compositions, is then moved, via the trolley, to a fourth station where the upper mold portion is compressively contacted with the plastic materials within the lower mold. Alternatively, the first, second and third molten plastic compositions may be introduced substantially concurrently into those portions of the lower mold that define the body, and the first and second sidewall tabs of the sidewall panel, for example, by moving the lower mold beneath the terminal ports of three separate extruders.
The compressive force applied to the molten plastic composition introduced into the lower mold portion is typically from 25 psi to 550 psi (1.8 to 38.7 Kg/cm2), more typically from 50 psi to 400 psi (3.5 to 28.1 Kg/cm2), and further typically from 100 psi to 300 psi (7.0 to 21.1 Kg/cm2). The compressive force applied to the molten plastic material may be constant or non-constant. For example, the compressive force applied to the molten plastic material may initially be ramped up at a controlled rate to a predetermined level, followed by a hold for a given amount of time, then followed by a ramp down to ambient pressure at a controlled rate. In addition, one or more plateaus or holds may be incorporated into the ramp up and/or ramp down during compression of the molten plastic material. The various components of the enclosed structure of the present invention may, for example, be prepared/molded in accordance with the methods and apparatuses described in U.S. Pat. Nos. 6,719,551; 6,869,558; 6,900,547; and 7,208,219.
In an embodiment of the present invention, the components (e.g., base plates, sidewall panels, roof panels, top cap elements, gable panels and/or sidewall and roof mounting extensions) of the enclosed structure are each independently a molded article formed from a molten composition comprising fibers (e.g., glass fibers, carbon fibers, metal fibers, polyamide fibers and/or cellulosic fibers). As used with regard to this particular embodiment of the invention herein and in the claims, the term “molded article” means at least one of the base plates, sidewall panels, roof panels, top cap elements, gable panels, sidewall mounting extensions, and roof mounting extensions. The molten composition is formed from plastic material and feed fibers. The molten composition may be formed by introducing the plastic material and feed fibers sequentially or concurrently into, and optionally at multiple points along the length of, an extruder. The feed fibers have a length of 1.27 cm (0.5 inches) to 10.16 cm (4 inches). The fibers are present in the molded article (e.g., one or more of the base plates, sidewall panels, roof panels, top cap elements, gable panels and/or sidewall and roof mounting extensions) in an amount of from 5 percent by weight to 70 percent by weight, based on the total weight of the particular molded article (or portion). The fibers of the molded article (e.g., one or more of the base plates, sidewall panels, roof panels, top cap elements, gable panels and/or sidewall and roof mounting extensions) have lengths (e.g., average lengths) that are at least 60% of the lengths (e.g., average lengths) of the feed fibers. In addition, less than 20 percent of the fibers of the molded article are oriented in the same direction.
The enclosed structure of the present invention may have a wide range of dimensions. Typically, the enclosed interior structure space of the enclosed structure may have a volume from 12 m3 to 812 m3, more typically from 50 m3 to 600 m3, and further typically from 75 m3 to 500 m3. In an embodiment, the enclosed interior structure space of the enclosed structure has a volume of 100 m3. The enclosed structure typically has a perimeter (i.e., as defined relative to base perimeter channel 74) of from 15 m to 60 m, more typically from 20 m to 50 m, and further typically from 25 m to 40 m.
The enclosed structure of the present invention may be used in numerous applications including, but not limited to, as a storage facility (e.g., for equipment, food, and/or medicine), dwellings for people, stables for animals, and battlefield medical facilities (e.g., battlefield triage and/or operating facilities). The enclosed structure may be used, more generally, as a temporary or permanent structure. A particularly advantageous use of the enclosed structure is as a temporary emergency shelter that may be efficiently shipped to and quickly erected in response to a disaster, such as a natural disaster (e.g., tornado, hurricane or earth quake), or a military conflict. Since the enclosed structure of the present invention comprises substantially flat components (e.g., the sidewall, roof and gable panels, and base plates), the components thereof may be packaged and stowed in a relatively small space and accordingly economically shipped to a point of assembly (e.g., a disaster area). In addition, when the components of the enclosed structure are fabricated from plastic materials, such as reinforced polyethylene, the shipping weight may be reduced relative to other materials, such as wood and/or metal, thus providing additional reductions in shipping costs, and allowing for improved ease of handling at the point of assembly.
The present invention has been described with reference to specific details of particular embodiments thereof. It is not intended that such details be regarded as limitations upon the scope of the invention except insofar as and to the extent that they are included in the accompanying claims.
The present non-provisional patent application is entitled to and claims, under 35 U.S.C. §119(e), the benefit of U.S. Provisional Patent Application Ser. No. 60/961,742, filed Jul. 24, 2007, which is hereby incorporated herein in its entirety by reference.
Number | Date | Country | |
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60961742 | Jul 2007 | US |