CA2348178C - Prefabricated modular building component - Google Patents
Prefabricated modular building component Download PDFInfo
- Publication number
- CA2348178C CA2348178C CA 2348178 CA2348178A CA2348178C CA 2348178 C CA2348178 C CA 2348178C CA 2348178 CA2348178 CA 2348178 CA 2348178 A CA2348178 A CA 2348178A CA 2348178 C CA2348178 C CA 2348178C
- Authority
- CA
- Canada
- Prior art keywords
- deck
- planar element
- panel
- floor
- joists
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009408 flooring Methods 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims description 24
- 239000002131 composite material Substances 0.000 claims description 21
- 239000004575 stone Substances 0.000 claims description 17
- 239000000853 adhesive Substances 0.000 claims description 11
- 230000001070 adhesive effect Effects 0.000 claims description 11
- 239000004567 concrete Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 claims description 9
- 239000011152 fibreglass Substances 0.000 claims description 8
- 239000011120 plywood Substances 0.000 claims description 6
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 4
- 239000004593 Epoxy Substances 0.000 claims description 4
- 239000004917 carbon fiber Substances 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 3
- 235000013312 flour Nutrition 0.000 claims description 2
- -1 tile Substances 0.000 claims description 2
- 229920000271 Kevlar® Polymers 0.000 claims 3
- 239000004761 kevlar Substances 0.000 claims 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims 3
- 229920005989 resin Polymers 0.000 claims 3
- 239000011347 resin Substances 0.000 claims 3
- 125000003700 epoxy group Chemical group 0.000 claims 2
- 229920000647 polyepoxide Polymers 0.000 claims 2
- 241000180579 Arca Species 0.000 claims 1
- 229910052500 inorganic mineral Inorganic materials 0.000 claims 1
- 239000011707 mineral Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 6
- 238000003475 lamination Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 239000002023 wood Substances 0.000 description 11
- 238000013459 approach Methods 0.000 description 9
- 230000008901 benefit Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 230000000717 retained effect Effects 0.000 description 5
- 230000000712 assembly Effects 0.000 description 4
- 238000000429 assembly Methods 0.000 description 4
- 230000006866 deterioration Effects 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 229920000642 polymer Polymers 0.000 description 3
- 229910045601 alloy Inorganic materials 0.000 description 2
- 239000000956 alloy Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000000737 periodic effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 239000007858 starting material Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000000007 visual effect Effects 0.000 description 2
- 240000005020 Acaciella glauca Species 0.000 description 1
- NYQDCVLCJXRDSK-UHFFFAOYSA-N Bromofos Chemical compound COP(=S)(OC)OC1=CC(Cl)=C(Br)C=C1Cl NYQDCVLCJXRDSK-UHFFFAOYSA-N 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 241000218645 Cedrus Species 0.000 description 1
- 229920004142 LEXAN™ Polymers 0.000 description 1
- 239000004418 Lexan Substances 0.000 description 1
- 241001234580 Palio Species 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 240000002871 Tectona grandis Species 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- JEMGLEPMXOIVNS-UHFFFAOYSA-N arsenic copper Chemical compound [Cu].[As] JEMGLEPMXOIVNS-UHFFFAOYSA-N 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000002538 fungal effect Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 239000010439 graphite Substances 0.000 description 1
- 229910002804 graphite Inorganic materials 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910001092 metal group alloy Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 235000003499 redwood Nutrition 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 102200061561 rs121918552 Human genes 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 229920001059 synthetic polymer Polymers 0.000 description 1
- 239000010875 treated wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/026—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of plastic
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
Abstract
A modular prefabricated deck system which includes a plurality of rectangular flooring modules. Each module may include a plurality of laminations, such as a decorative upper element, and a lower support element for supporting the module upon the underlying joist structure of the deck. Additionally, each module may include interlocking structure for engaging adjacent modules upon installation.
Description
v 1V U. L1.VlVlt40>~~/J
Prefabricated Modnlar Buildiuag Component Technical Field This invention generally relates to a prefabricated modular building product finding particular utility in various building applications, including elevated deck structures, on-Bade patio structures, and interior or exterior Floor assemblies and wall assemblies.
Background of the Invention Known building elements and systems fvr palio$, docks, and walls, and flooring hove substantial limitations.
Exterior patios, decks and wood platform structures have become commonplace additions ' to houses and other residEntial and commercial structures. A value of such structures is derived from an enlargement of ttte usable living space for entertainment, as well as an enhancement in I
the quality of outdoor activities such as relaxation. As a result, outdoor structures have become increasingly popular ire residential home construction. Residential homes, as well as a variety of ' other buildings, often incorporate exterior decks into their design_ Additionally, decks are !
commonly added onto existing structures.
Deck structures typically include a support structure and a deck surface. One dominant method of deck construction ineludes_ (I) a number of vertical post anchored to the gmund; (2) horizontal beams supported above the ground by the vettical posts; (3) a number of horizontal joints, parallel to and uniformly sp~zccd apart from one another and anchored to the beams; arid (4) a floor surface of decking planks arranged horizontally and above and perpendicular to the joists. Deck construction typically utilizes common dimensional lumber and entails site construction of the deck of a~size and configuration which is unique to a particular site.
Limitations of the common lumber-based deck structures are weu known. During construction, warped or misshapen lumber impedes quick application of the decking lumber to the support N O- ~iJ~ 1 U l'G42S~ I U J
structure. Additionally, wood deck structures require periodic attention to maintain appearance j and delay structural deterioration. For a variety of reasons, the availability of natural weather-resistant woods (redwood, cedar, teak, etc.) has become both limited and expensive. Chemically treated wood product may be utilized to delay natural fungal deterioration.
Chemicals such as i chromated copper arsenic (CCA) are used in the treatment pmeess. Once incorporated into the i deck structure, such chemically treated lumber may leach CCA or its derivatives into the i surrounding environment. Maintenance of wood deck structures often includes periodic application of wood preservatives, stains, ere. In sum, known wood-based deck structures have substantial limitations.
Water entrapment between the deck surface and the support structure is often exacerbated by preventing or impeding the effcient run off of water, such as rain water.
Deterioration of the wood deck structure often results from moisture trapped between the deck surface and the underlying support structure.
Also known are synthetic or syathetic/wood product combination lumber, such as TR>;X~ brand polyrrier wood lumber manufactured by the TREX Corporation.
Limitations of such lumber include the requisite slat-like aesthetic of the installed decking surface and the lim.itcd availability of color and texture combinations.
Modular deck systems are ktto'wn. Typically, the modular systems include prefabricated wood panels for the deck flooring. Various types of prefabricated wood panels have been proposed. Usually the panels are constructed of individual boards secured together io form a modular panel. The prefabricated panel deck structures have included various approaches to securing the panels to an undcrly~ing support structure or sub-structure. One examplo is U.S.
Patent No. 4,622,792 to Betts, which discloses a wood-based modular deck structure comprising a plurality of rectangular flooring platforms and cooperating rectangular games defined by intersecting joist members.
U.S. Patent 5,361,554 to Bryan discloses a suspended deck system using prefabricated deck block modules as the deck surface. The block modules cooperate with a rectangular frame structure defined by intersecting joist members ___ 1V O. I: L4 1 O 1 G~iCIJ 1 V J
U.S. Patent No. 4,028,858 to Rehbein discloses a suspended deck system using rectangular deck modules as the deck surface. The deck modules are interconnected with embedded pins to limit movement_ A frame structure defined by parallel joist members supports the interconnected deck modules.
Known tile or stone flooring systems for interior use also have substantial limitations.
Typical tile or stone installation requires a substantial floor underlayment for rigidly supporting the tile to minimise cracking or other damage. The floor underlayment may include a plurality of plywood sheet elements secured to the joists. Alternatively, the floor underlayment may include a reinforced concrete panel product, such as WONDERBOARD ~, secured to the joist_ 'Yet another approach to strengthening the floor undcrlayment may be a thick mortar bed having internal reinforcement. Each of these appmacb~es to strengthening tile floor for tile and stone installations includes limitations of increased costs and / or involved labor.
Furthermore, there exists a need for an on-grade patio product for economically and efficiently installing a patio structure. Ktiown patio approaches include payers, and larger modular concrete products which are set upon a compact base of sand and/or' gravel. The payers and other products are rigidly coupled together in an compressive sense (though not in a tensile sense) i_e_, these products axe capable of transferring a compressive force across the structure. As i a result, these products often shift and/or settle after installation, leading to a discontinuous overall aesthetic. A need exists for an interlocking modular building product which fac-ilitalcs efficient and economical installation of an on-grade patio structure.
Ace~rdingly, it can he seen that a need exists for a modular. building product and system of use which can be produced and applied in an etiologic and ~onomie manner.
It is to the provision of such a system that the present invention is primarily directed.
Prefabricated Modnlar Buildiuag Component Technical Field This invention generally relates to a prefabricated modular building product finding particular utility in various building applications, including elevated deck structures, on-Bade patio structures, and interior or exterior Floor assemblies and wall assemblies.
Background of the Invention Known building elements and systems fvr palio$, docks, and walls, and flooring hove substantial limitations.
Exterior patios, decks and wood platform structures have become commonplace additions ' to houses and other residEntial and commercial structures. A value of such structures is derived from an enlargement of ttte usable living space for entertainment, as well as an enhancement in I
the quality of outdoor activities such as relaxation. As a result, outdoor structures have become increasingly popular ire residential home construction. Residential homes, as well as a variety of ' other buildings, often incorporate exterior decks into their design_ Additionally, decks are !
commonly added onto existing structures.
Deck structures typically include a support structure and a deck surface. One dominant method of deck construction ineludes_ (I) a number of vertical post anchored to the gmund; (2) horizontal beams supported above the ground by the vettical posts; (3) a number of horizontal joints, parallel to and uniformly sp~zccd apart from one another and anchored to the beams; arid (4) a floor surface of decking planks arranged horizontally and above and perpendicular to the joists. Deck construction typically utilizes common dimensional lumber and entails site construction of the deck of a~size and configuration which is unique to a particular site.
Limitations of the common lumber-based deck structures are weu known. During construction, warped or misshapen lumber impedes quick application of the decking lumber to the support N O- ~iJ~ 1 U l'G42S~ I U J
structure. Additionally, wood deck structures require periodic attention to maintain appearance j and delay structural deterioration. For a variety of reasons, the availability of natural weather-resistant woods (redwood, cedar, teak, etc.) has become both limited and expensive. Chemically treated wood product may be utilized to delay natural fungal deterioration.
Chemicals such as i chromated copper arsenic (CCA) are used in the treatment pmeess. Once incorporated into the i deck structure, such chemically treated lumber may leach CCA or its derivatives into the i surrounding environment. Maintenance of wood deck structures often includes periodic application of wood preservatives, stains, ere. In sum, known wood-based deck structures have substantial limitations.
Water entrapment between the deck surface and the support structure is often exacerbated by preventing or impeding the effcient run off of water, such as rain water.
Deterioration of the wood deck structure often results from moisture trapped between the deck surface and the underlying support structure.
Also known are synthetic or syathetic/wood product combination lumber, such as TR>;X~ brand polyrrier wood lumber manufactured by the TREX Corporation.
Limitations of such lumber include the requisite slat-like aesthetic of the installed decking surface and the lim.itcd availability of color and texture combinations.
Modular deck systems are ktto'wn. Typically, the modular systems include prefabricated wood panels for the deck flooring. Various types of prefabricated wood panels have been proposed. Usually the panels are constructed of individual boards secured together io form a modular panel. The prefabricated panel deck structures have included various approaches to securing the panels to an undcrly~ing support structure or sub-structure. One examplo is U.S.
Patent No. 4,622,792 to Betts, which discloses a wood-based modular deck structure comprising a plurality of rectangular flooring platforms and cooperating rectangular games defined by intersecting joist members.
U.S. Patent 5,361,554 to Bryan discloses a suspended deck system using prefabricated deck block modules as the deck surface. The block modules cooperate with a rectangular frame structure defined by intersecting joist members ___ 1V O. I: L4 1 O 1 G~iCIJ 1 V J
U.S. Patent No. 4,028,858 to Rehbein discloses a suspended deck system using rectangular deck modules as the deck surface. The deck modules are interconnected with embedded pins to limit movement_ A frame structure defined by parallel joist members supports the interconnected deck modules.
Known tile or stone flooring systems for interior use also have substantial limitations.
Typical tile or stone installation requires a substantial floor underlayment for rigidly supporting the tile to minimise cracking or other damage. The floor underlayment may include a plurality of plywood sheet elements secured to the joists. Alternatively, the floor underlayment may include a reinforced concrete panel product, such as WONDERBOARD ~, secured to the joist_ 'Yet another approach to strengthening the floor undcrlayment may be a thick mortar bed having internal reinforcement. Each of these appmacb~es to strengthening tile floor for tile and stone installations includes limitations of increased costs and / or involved labor.
Furthermore, there exists a need for an on-grade patio product for economically and efficiently installing a patio structure. Ktiown patio approaches include payers, and larger modular concrete products which are set upon a compact base of sand and/or' gravel. The payers and other products are rigidly coupled together in an compressive sense (though not in a tensile sense) i_e_, these products axe capable of transferring a compressive force across the structure. As i a result, these products often shift and/or settle after installation, leading to a discontinuous overall aesthetic. A need exists for an interlocking modular building product which fac-ilitalcs efficient and economical installation of an on-grade patio structure.
Ace~rdingly, it can he seen that a need exists for a modular. building product and system of use which can be produced and applied in an etiologic and ~onomie manner.
It is to the provision of such a system that the present invention is primarily directed.
- No. EI~11G1248$1US
Summary, of the Present Invention The present invention provides a prefabricated modular building product having particular utility in a variety of building applications, including but not limited to elevated deck structurcs, interior and exterior floor assemblies, interior and exterior wall assemblies, and on-grade patio structures.
In one embodiment the present invention relates to a deck structure having improved deck surface aesthetic and durability_ The deck structure according to one aspect of the present ;
invention includes a plurality of prefabricated deck modules disposed upon an underlying support structure. The support structure may include a plurality of existing deck joists. The prefabricated deck modules may be manufactured from a variety of materials, such as concrete, !
natural stone, or polymer products. The deck modules may be disposed upon an existing deck joist structure during deck renovation yr repair, or they may be utilised as a deck surface of a new deck. The deck modules are retained upon the deck structure by a plurality of panel support elements and spline elements. The panel support elements and spline elements laterally restrain the deck modules from movement and provide an improved deck system in which the edges of the deck modules are uniformly spaced from the edges of adjacent deck modules.
Desirably, a relatively seamless deck surface aesthetic may thus be achieved. The panel support elements , may include a pair of flanges for securing to the joists. The spline elements are adapted to be received into interior portions of adjacent deck modules. i It is an object of the present invention to provide a modular deck flooring system which is easy to install, and which possesses numerous advantages over the prior art deck floors. A
decrease in maintenance and a more aesthetically appealing deck surface is thus provided.
In accordance with the invention, a deck system includes a plurality of individual prefabricated deck modules which are retained by a module support structure.
The modules may ;
be manufactured through a variety of approaches, materials, techniques, etc_ Importantly, the arodulcs include at least two structurally different elements, a first upper (deck) stuface comprised of a low tensile strength material, such as natural stone or a concrete product, or tile, and a second lower surface comprised of a high tensile strength material. The first upper surface lV0_ LL~F1U1G'ib~lUJ
I
is coupled to the second lower surface through known materials securement means, including but not limited to adhesives and mechanical fasteners_ I
In one preferred form, the modules may be a cast concrete product, a synthetic polymer product, a natural stone product, or a combination thereof. rn another preferred form, the modules include a lower composite malarial support layer, such as a plywood element or a high-strength composite element, and an upper natural stone facing layer_ A lower element may be comprised of a high-strength composite material, such as glass-reinforced pultruded material.
Alternative high-strength composite materials may be appreciated by those skilled in the present arts and the scope of the.present invention is intended to cover such alternatives. One preferred approach to securing the uppr.~r layer to the lower layer includes an adhesive product. 'fhe module support structure znay include a plurality of panel support elements and a plurality of module-engaging spline elements.
Another aspect of certain modules according to the present invention includes an optional ribbing structure, including a plurality of ribbing on the reverse side of a high-strength lower layer. Such ribbing may be incorporated in the design of the lower layer, such as during an extrusion or pultrusion process. As appreciated by those skilled in the relevant arts, the use of ribbing reduces panel cost and weight, while maintaining overall structural integrity of the product. The rib structure also beneficially facilitates rain water run-off, as water is permitted to pass between the module ribs and exit away from the joists. As a result, water deterioration of the deck structure can be minimized in comparison to known decking structures.
An additional aspect of the present invention includes the provisioil~of a gutter structure which cooperates with the drainage feature of the rib structure to receive and redirect rain water away from the deck underside_ In another embodiment, the present invention provides an exterior or interior flooring system which is easy to install, and which possesses numerous advantages over prior floor technologies. The use of modular prefabzicaled building panels according to the present invention facilitates time and structural efficiency over the known aloor systems.
In yet another embodiment, the present invention provides an on-grade patio structure which is easy to install, and which possesses numerous advantages over known patio structures.
Summary, of the Present Invention The present invention provides a prefabricated modular building product having particular utility in a variety of building applications, including but not limited to elevated deck structurcs, interior and exterior floor assemblies, interior and exterior wall assemblies, and on-grade patio structures.
In one embodiment the present invention relates to a deck structure having improved deck surface aesthetic and durability_ The deck structure according to one aspect of the present ;
invention includes a plurality of prefabricated deck modules disposed upon an underlying support structure. The support structure may include a plurality of existing deck joists. The prefabricated deck modules may be manufactured from a variety of materials, such as concrete, !
natural stone, or polymer products. The deck modules may be disposed upon an existing deck joist structure during deck renovation yr repair, or they may be utilised as a deck surface of a new deck. The deck modules are retained upon the deck structure by a plurality of panel support elements and spline elements. The panel support elements and spline elements laterally restrain the deck modules from movement and provide an improved deck system in which the edges of the deck modules are uniformly spaced from the edges of adjacent deck modules.
Desirably, a relatively seamless deck surface aesthetic may thus be achieved. The panel support elements , may include a pair of flanges for securing to the joists. The spline elements are adapted to be received into interior portions of adjacent deck modules. i It is an object of the present invention to provide a modular deck flooring system which is easy to install, and which possesses numerous advantages over the prior art deck floors. A
decrease in maintenance and a more aesthetically appealing deck surface is thus provided.
In accordance with the invention, a deck system includes a plurality of individual prefabricated deck modules which are retained by a module support structure.
The modules may ;
be manufactured through a variety of approaches, materials, techniques, etc_ Importantly, the arodulcs include at least two structurally different elements, a first upper (deck) stuface comprised of a low tensile strength material, such as natural stone or a concrete product, or tile, and a second lower surface comprised of a high tensile strength material. The first upper surface lV0_ LL~F1U1G'ib~lUJ
I
is coupled to the second lower surface through known materials securement means, including but not limited to adhesives and mechanical fasteners_ I
In one preferred form, the modules may be a cast concrete product, a synthetic polymer product, a natural stone product, or a combination thereof. rn another preferred form, the modules include a lower composite malarial support layer, such as a plywood element or a high-strength composite element, and an upper natural stone facing layer_ A lower element may be comprised of a high-strength composite material, such as glass-reinforced pultruded material.
Alternative high-strength composite materials may be appreciated by those skilled in the present arts and the scope of the.present invention is intended to cover such alternatives. One preferred approach to securing the uppr.~r layer to the lower layer includes an adhesive product. 'fhe module support structure znay include a plurality of panel support elements and a plurality of module-engaging spline elements.
Another aspect of certain modules according to the present invention includes an optional ribbing structure, including a plurality of ribbing on the reverse side of a high-strength lower layer. Such ribbing may be incorporated in the design of the lower layer, such as during an extrusion or pultrusion process. As appreciated by those skilled in the relevant arts, the use of ribbing reduces panel cost and weight, while maintaining overall structural integrity of the product. The rib structure also beneficially facilitates rain water run-off, as water is permitted to pass between the module ribs and exit away from the joists. As a result, water deterioration of the deck structure can be minimized in comparison to known decking structures.
An additional aspect of the present invention includes the provisioil~of a gutter structure which cooperates with the drainage feature of the rib structure to receive and redirect rain water away from the deck underside_ In another embodiment, the present invention provides an exterior or interior flooring system which is easy to install, and which possesses numerous advantages over prior floor technologies. The use of modular prefabzicaled building panels according to the present invention facilitates time and structural efficiency over the known aloor systems.
In yet another embodiment, the present invention provides an on-grade patio structure which is easy to install, and which possesses numerous advantages over known patio structures.
5.
No. Ells 16124851 US
It is yet another object of the present invention to provide a modular wall structure which is easy to install, and which possesses numerous advantages over known wall structure systems.
These and other objects, features and advantages of the present invention will become apparent to one skilled in the art upon analysis of the following detailed description in view of the drawings.
BRIEF DESCRIPTI01~1 OF THE DRAWiI~IGS
Yet other objects and advantages of the present invention may be seen from the followed detailed description taken in conjunction with the accompanying drawings wherein like numerals depict like parts throughout, and wherein:
FIG. 1 illustrates is a per~~ective view of a deck structure according to the present invention;
FIG. 2 is a top plan view of a portion of the deck structure of FIG_ 1;
FIG. 3 is an enlarged portion of FIG. 2;
FIG. 4,is a cross sectional view of the deck structure of FIG. 3, taken along lines 4---~;
FIG. 5 is a cross sectional view of the deck structure of FIG. 3, taken along lines 5-5;
FIG. 6 is a perspective view of the panel support element of FIG. 1; , ' i FIG. 7 is a perspective view of the spline element of FIG. 1;
FIG. 8 is a side elevational view of a secohd preferred embodiment df the present invention;
FIG. 9 is a top plan view of a portion of a deck structure according to another preferred embodiment of the present invention;
FIG. 10 is a cross sectional view of the deck structure of FIG. 9, taken along lines 10--10; and _ «o- C~~6izassl;Us hIG. 11 is a cross sectional view of an on 8rade patio structure according to the present invention.
DESCRIPTION OF PREFERRED EMBODIMENTS OF THE INVENTION
Figurc 1 illustrates a house utilizing preferred embodiment of the present invention, including an interior floor structure 2, a wall structure 4, and an on-grade patio structure 6, and a deck structure 8. Each of these stntctures utilizes a modular building panel 10 as further described herein. In one preferred embodiment, the modular building panels 10 may be utilized within a deck structure 8. Referring to F1G_ 2, a deck structure 8 includes a plurality of modular building panels 10 disposed upon a deck substructure 12, including a plurality of joists 14 and associated framing elements 1 S. The deck substructure 12, can be a new or existing structure.
Additional uses for the modular panels 10 include application in a substantially vertical orientation as a wall component, placement in an interior of a house or other struchue to fornt an interior floor structure, (.see, also FIG. 8), and placement on-grade, for instance as a patio structure (See, also FIG. 11 ). A description of each of these envisioned applications of the building product 10 according to present.invention is provided herein.
Additional uses and applications which may be appreciated by those skilled in the relevant arts are intended to be within the scope of the appende<t claims o.f the invention.
Referring still to FTG. 2; one application ofthe present invention is in an elevated deck structure 8. One embodiment of a deck structure 8 is illustrated wherein the deck panels 10 are disposed upon a plurality of joists 14 through a deck panel retaining structure 16. The deck panel retaining structure 16 includes a plurality of panel support elements I 8 and a plurality of spline ;
elements 20. Together the panel support elements 18 and the plurality of spline element 20 cooperate to secure the modular building panels to the deck structure 8, e.g., the joists 14. The panel support elements 1 S and plurality of spline elements 20 are placed in substantially orthogonal relationship during assembly of the structure 8. In FIG. 2, the panel support elements '.
18 are aligned with the joists 14 of the deck. In comparison, FIGS. 9 and 10 illustrate another application wherein the panel support elements 18 are perpendicularly aligned relative to the joists 14 to span between adjacent joists 14 of tl'~c deck S and the spline support elements 20 are aligned and secured along the top of the joists 14.
No. Ells 16124851 US
It is yet another object of the present invention to provide a modular wall structure which is easy to install, and which possesses numerous advantages over known wall structure systems.
These and other objects, features and advantages of the present invention will become apparent to one skilled in the art upon analysis of the following detailed description in view of the drawings.
BRIEF DESCRIPTI01~1 OF THE DRAWiI~IGS
Yet other objects and advantages of the present invention may be seen from the followed detailed description taken in conjunction with the accompanying drawings wherein like numerals depict like parts throughout, and wherein:
FIG. 1 illustrates is a per~~ective view of a deck structure according to the present invention;
FIG. 2 is a top plan view of a portion of the deck structure of FIG_ 1;
FIG. 3 is an enlarged portion of FIG. 2;
FIG. 4,is a cross sectional view of the deck structure of FIG. 3, taken along lines 4---~;
FIG. 5 is a cross sectional view of the deck structure of FIG. 3, taken along lines 5-5;
FIG. 6 is a perspective view of the panel support element of FIG. 1; , ' i FIG. 7 is a perspective view of the spline element of FIG. 1;
FIG. 8 is a side elevational view of a secohd preferred embodiment df the present invention;
FIG. 9 is a top plan view of a portion of a deck structure according to another preferred embodiment of the present invention;
FIG. 10 is a cross sectional view of the deck structure of FIG. 9, taken along lines 10--10; and _ «o- C~~6izassl;Us hIG. 11 is a cross sectional view of an on 8rade patio structure according to the present invention.
DESCRIPTION OF PREFERRED EMBODIMENTS OF THE INVENTION
Figurc 1 illustrates a house utilizing preferred embodiment of the present invention, including an interior floor structure 2, a wall structure 4, and an on-grade patio structure 6, and a deck structure 8. Each of these stntctures utilizes a modular building panel 10 as further described herein. In one preferred embodiment, the modular building panels 10 may be utilized within a deck structure 8. Referring to F1G_ 2, a deck structure 8 includes a plurality of modular building panels 10 disposed upon a deck substructure 12, including a plurality of joists 14 and associated framing elements 1 S. The deck substructure 12, can be a new or existing structure.
Additional uses for the modular panels 10 include application in a substantially vertical orientation as a wall component, placement in an interior of a house or other struchue to fornt an interior floor structure, (.see, also FIG. 8), and placement on-grade, for instance as a patio structure (See, also FIG. 11 ). A description of each of these envisioned applications of the building product 10 according to present.invention is provided herein.
Additional uses and applications which may be appreciated by those skilled in the relevant arts are intended to be within the scope of the appende<t claims o.f the invention.
Referring still to FTG. 2; one application ofthe present invention is in an elevated deck structure 8. One embodiment of a deck structure 8 is illustrated wherein the deck panels 10 are disposed upon a plurality of joists 14 through a deck panel retaining structure 16. The deck panel retaining structure 16 includes a plurality of panel support elements I 8 and a plurality of spline ;
elements 20. Together the panel support elements 18 and the plurality of spline element 20 cooperate to secure the modular building panels to the deck structure 8, e.g., the joists 14. The panel support elements 1 S and plurality of spline elements 20 are placed in substantially orthogonal relationship during assembly of the structure 8. In FIG. 2, the panel support elements '.
18 are aligned with the joists 14 of the deck. In comparison, FIGS. 9 and 10 illustrate another application wherein the panel support elements 18 are perpendicularly aligned relative to the joists 14 to span between adjacent joists 14 of tl'~c deck S and the spline support elements 20 are aligned and secured along the top of the joists 14.
FIG. 2 illustz~rtes a partially complete deck 8 wherein a portion of the deck Surface has yet ' to be provided upon the joists 14. The ~lcck panels 10 arc preferably sized for placement on new or existing deck joist structure featuring regularly spaced joists 14. For common 16 inch-on- ! .
center deck foisting, a deck panel 10 according to the present invention is approximately 16 inches square. It is appreciated that alternative sized deck panels 10 may also be practicable. It should also be appreciated that altezmative configurations (other than square or rectangular) may be also be practicable. For instance, diamond-shaped deck panels 10, ete., may be practicable.
Additionally, while the panels 10 of FIG. 2 are preferably 16 inch square products, other sizes yr group of sizes are envisioned. For instance, the modular building panels 10 may have different sizes and shapes, including but not limited to square or rectangular elements.
In this regard, an ashlar pattern ofpanels 10 may be formed using differently sized square and rectangular shaped modular panels 10. Additionally, alternative module 10 support approaches may also be practicable, such as discussed hereinafter. The deck 8 may further include ore or more transparent parcels, such as LEXAN panels, which are sized to cooperate with the support structure 18, 20, and which permit light to penetrate into the underside of the deck stnlcture 8.
Additionally or alternatively, the clear transparent panels may provide far light transmission of a lift sow-ce beneath the deck sWucturc 8 so as to provide lighting of the deck 8.
I
FIG. 3 is a detailed view of a portion of the deck structure of FlG. 2 illustrating the deck panels 10 disposed upon the joits~ts 14. The deck panels 10 are secured to the joists 14 by the deck panel retaining structure lu, disclosed in this embodiment to iu~elude a panel, support element 18 and a spline element 20, though alternative deck panel retaining structures and/or applications may be practicable. FIG. 3 also illustrates a panel support area 23 defined generally as the contact area between the deck panels 10 and the underlying joists 14.
The panel support area 23 is substantially smaller than the overall panel 10 area so that a substantial portion of the panel l0 is in noncontacting relationship with the underlying deck structure.
FIG. 4 is a cross sectional view of deck module 10 of FIG. 3, taken along section lines 4--~. FIG. S is a cross sectional view of the deck module 10, deck panel retaining sh~ueture 16, ' and underlying deck structure of FIG_ 3, taken along section lines 5-5. The prefabricated deck panels 10 may be manufactured from a variety of known materials and processing techniques.
For instance, the deck panel 7 0 may be a unitary cast concrete-based module 10 having an __. . __._ -~ ~~~vae.-r~.~aVJ
I
i internal reinforcement, such as t~netal webbing or possibly polymer strips. 1n one preferred embodiment, the module 10 includes an upper stone element 30 disposed upon a pultruded ~~ber glass reinforced support structure 32. In other embodimectts, the support structure 32 may be a high strength composite structure including a high-strength tensile strength element such as f fiberglass, KEVhAR~, graphite, or carbon fibers. Alternative high-strength composite materials i would also be appreciated by those skilled in the relevant arts. The upper clcmcrat 30 is secured i to the lower support structure 32, such as via an adhesive or other known securcrncnt approaches.
Together, the upper element 30 and reinforcing lower support structure 32 provide a high strength, low weip~t stone or other natural or concrete-based modular deck panel I 0.
in other embodiments, the upper layer 30 of the module panels 10 may be concrete;
product and decorated with known concrete finishing techniques to imitate a variety of natural stone products (for instance, BOMAhTITE~ or other imprinted brushes, etc.).
Altemative.ly, the upper layer 30 may be decorated with brick patterns (random, interlocking, ashlar, etc.). In yet another embodiment, the upper layer 30 may be decorated with indoor/outdoor carpet.
In the embodiments of FIGS. 4-5, the deck panel 10 includes a natural stone facing or veneer element 30 secured to an underlying support structure 32. The natural stone veneer 30 may be selected from among a group of architectural stone materials such as granite, sandstone, etc. The veneer element 30 includes a pair of beveled edges 54 to aid in visual alignment of the panels and reduce the tendency for chipping proximate the edges durlr~
handling and ' installation. The beveled edges 54 also improve the visual and structural aspects ofpanels 10 having veneer elements 30 of different thickness, e.g., the veneer elements 30 are aggressively textured material, such as some slates, etc. The upper layer 30 may be secured to the underlying support structure 32 with as adhesive, such as a two-part epoxy. Other adhesives or material joining tecluiiques would also be appreciated by those skilled in the relevant arts. For example, ;
mechanical fasteners may be used to couple the upper layer 30 to the lower support structure 32. ;
Ot~,e preferred securemeut approach is a two-part epoxy disposed as a layer between the elements 30, 32. -In one preferred embodiment, the underlying support structure 32 is a pultruded fiber Mass reinforced element, though it may alternatively include a high-strength composite element, ~~v. a~a..-mvm.~rVJIVJ
a plywood-based material, a. concrete-based reinforced product, a metal alloy, or a polymer, fiberglass, or other composite material produce providing suitable structw:al characteristics.
Referring particularly to FIGS. 4-5, the support structure 32 may be a pultruded fiberglass reinforced product having a substantially uniform cross section. The pultruded support structure i 32 may include a plurality of ribs 34 for cffiaiently maintaining the structural strength of the support structure 32 while allowing material reduction as compared to 'a panel structure having a uniform cross sectional area. The ribs 34 provide an additional benefit by defining a plurality of channels for water runoff from the top surface. Water, such as rain water, may pass between the i joint areas of the deck panel modules 10 and exit through the channels defined by the ribs 34. .A.s illustrated in FIG. 5, the panel support element 18 may include a water break structure 64, such as a groove or small protrusion on the lower face of the element 18, which functions to direct the water away from the element 18. In additional embodiments of the present invention, a small gutter structure 52 may be disposed beneath the panels and be adapted to receive water run-oEf from between the ribs 34. 1n this regard, water, such as rain, which is received on the upper deck surface may be connn~unicated away from the deck underside to provide a relatively dry deck undersurface. A sealant, such as silicone, may be used in conjunction with elements of the deck structure to provide a relatively water-tight structure, an hentce a relatively dry area beneath the deck structure 8. For example, a silicon sealant may be applied between the deck modules 10, the deck structure 8, the panel support elements 18, and spline elements 20 to further direct water away from the deck underside.
In use; the ribs 34 of the support structure 32 are placed perpendicular to the joists 14 o.f ' the deck 8. As illustrated. in FIGS. 4 and 5, the support structure 32 and upper layer 30 together define an interior region 36 on opposite ends of the deck module 10, wherein each of the interior regions 36 are sized to receive a portion of a spline element 20 during deck assembly as described herein.
Referring to FIG. 6, a perspective view of a panel support element 18 is illustrated. In the embodiment of FIGS. 3 and 5, the panel support elements 18 function to support parallel edges of the deck modules 10 along top surface of the joists 14. In the embodiment of FIGS. 9 and 10, the panel support elements 28 function to support parallel edges of the deck modules 10 which I
are perpendicular to the top surface of the joists 14. Tlae panel support elements 18 are elongated elemeats, and may be provided in standard lengths, such as 8 feet. The panel support elements 18 are approximately 2 inches in width and provide an overhang area at each side of the joist 14.
The panel support element 18 is preferably wider than the joists 14 to account for twists or warps i in the joists 14. The panel support elements 18 include a pair of flanges 40 for spacing and supporting adjacent deck modules 40. The panel support elements 18 turfher include a fastener-i receiving structure SO disposed intermediate the pair of flanges 40. The panel support elements 18 may be manufactured from a variety ofmaterials, including but not limited to, pultruded fiber glass, composites, aluminum, or other alloys. It will be appreciated by, those skilled in the relevant arts that alternative panel support element 18 configurations, sizes, designs, and !
implementations may also be practicable.
Referring to FIG. 7, a perspective view of a spline element 20 is illustrated.
The spline element 20 is retained into the intezior xegions 36 of adjacent deck modules 10. The spline I
elements 20 function to provide a uniform spacing between adjacent modular panels 10 as well I
as provide structural coupling between adjacent panels 10. The spline element 20 may be slightly larger Ihan the interior regions 36 of the deck modules 10 so that a fiiction fit is provided between the spline element 20 and the deck module 10. The spline element 20 may be retained .
in the interior regions 36 of the deck modules 10 by friction fit or with an appropriate adhesive, such as construction adhesive. The spline element 20.includes a pair of beveled edges 58 to facilitate insertion into the interior regions 36 of the deck modules.
Alternatively, the spline clcruerrl 20 ruay be smaller than the interior regions 36 of the deck modules 10. The spline elements 2U are elongated elements, and may be provided in standard lengths, such as'8 feet The spline element 20 of the prefeaed embodiment of the present invention span the entire transverse width of the deck stn~cture. The spline elements 20 may be manufactured from a vari ety of miaterials, including but not limited to, pultruded fiber glass, composites, aluminum, or other alloys. It will be appreciated by those skilled in the relevant arts that alternative spline element 20 configurations, sizes, designs, and implementations may also be practicable.
Referring again to FIG. ;i, a cross sectional view of a portion of the deck of Fig_ 3 illustrates the relationship betwecn.the deck modules 10, and the deck module support structure 16. The deck module support structure 16 includes a panel support element 18 anal a splitic ..... ....
element 20. The panel support elements 18 are secured to the joists 14 by threaded fasteners 60, though alternative fastening apprvac;hes, such as staples, nails, adhesives, etc. may also be practicable. The spline elements 20, which run substantially perpendicular to the panel support elements 18 are also secured to the joists 14 by a threaded fasteners 60. The spline fastener 60 passes through the fastener receiving structure 50 of the panel support element 18 and secures the spline element 20 and the panel support element 18 to the joist 14.
A construction and application of the deck system according to one preferred embodiment of the present invention will be described. Once a joist 14 substructure has been provided, either as a new or existing construcrion, the elongated panel surrort elements 18 are secured to the top surfacc;s of joists 14 with threaded fasteners 60. A starter support element may be secured adjacent the house structure to engage the first row of modular panels I 0.
The starter support element may incorporate a variety of desigas and configurations as appreciated by those skilled in the relevant arts. The panel support elements 18 may need to be shimmed and/or blocked to accommodate variations of the joist top surfaces. A variety of threaded fasteners 60 may be utilized to secure the panel support elements 18 to the joists 14. For example, the threaded fasteners may include stainless steel flat head screws which are countersunk info lha panel support elements 18.
As a next step, the deck modules 10 are installed in a row, perpendicular to the joists 14.
The deck modules 10 are placed upon the flanges 40 of adjacent parallel panel support elements 18. The ribbing 34 or the back side of the deck module 10 is aligned perpendicularly to the joists 14, and as a result the front edges of the deck modules 10 will reveal the spline receiving interior regions 36. Once the row o.f deck modules 10 has been placed, a spline elements) ZO is placed into the interior regions 36 of the deck modules 10. ,As illustrated in FZG_ 2, the spline clcmcrit(s) ZO extended substantially entirely across the row of deck modules 10. Alternative approaches may include a plurality of shortened spline elements. The spline clcmcnt(s) 20 is then secured by a threaded fastener 60 which passes through the fastener x'eceiving structure 50 of the panel support element 18 and into the joist 14. Each .row of the deck panels 1 U is thus retained by the panel support elements 18 and the spline elements 20.
center deck foisting, a deck panel 10 according to the present invention is approximately 16 inches square. It is appreciated that alternative sized deck panels 10 may also be practicable. It should also be appreciated that altezmative configurations (other than square or rectangular) may be also be practicable. For instance, diamond-shaped deck panels 10, ete., may be practicable.
Additionally, while the panels 10 of FIG. 2 are preferably 16 inch square products, other sizes yr group of sizes are envisioned. For instance, the modular building panels 10 may have different sizes and shapes, including but not limited to square or rectangular elements.
In this regard, an ashlar pattern ofpanels 10 may be formed using differently sized square and rectangular shaped modular panels 10. Additionally, alternative module 10 support approaches may also be practicable, such as discussed hereinafter. The deck 8 may further include ore or more transparent parcels, such as LEXAN panels, which are sized to cooperate with the support structure 18, 20, and which permit light to penetrate into the underside of the deck stnlcture 8.
Additionally or alternatively, the clear transparent panels may provide far light transmission of a lift sow-ce beneath the deck sWucturc 8 so as to provide lighting of the deck 8.
I
FIG. 3 is a detailed view of a portion of the deck structure of FlG. 2 illustrating the deck panels 10 disposed upon the joits~ts 14. The deck panels 10 are secured to the joists 14 by the deck panel retaining structure lu, disclosed in this embodiment to iu~elude a panel, support element 18 and a spline element 20, though alternative deck panel retaining structures and/or applications may be practicable. FIG. 3 also illustrates a panel support area 23 defined generally as the contact area between the deck panels 10 and the underlying joists 14.
The panel support area 23 is substantially smaller than the overall panel 10 area so that a substantial portion of the panel l0 is in noncontacting relationship with the underlying deck structure.
FIG. 4 is a cross sectional view of deck module 10 of FIG. 3, taken along section lines 4--~. FIG. S is a cross sectional view of the deck module 10, deck panel retaining sh~ueture 16, ' and underlying deck structure of FIG_ 3, taken along section lines 5-5. The prefabricated deck panels 10 may be manufactured from a variety of known materials and processing techniques.
For instance, the deck panel 7 0 may be a unitary cast concrete-based module 10 having an __. . __._ -~ ~~~vae.-r~.~aVJ
I
i internal reinforcement, such as t~netal webbing or possibly polymer strips. 1n one preferred embodiment, the module 10 includes an upper stone element 30 disposed upon a pultruded ~~ber glass reinforced support structure 32. In other embodimectts, the support structure 32 may be a high strength composite structure including a high-strength tensile strength element such as f fiberglass, KEVhAR~, graphite, or carbon fibers. Alternative high-strength composite materials i would also be appreciated by those skilled in the relevant arts. The upper clcmcrat 30 is secured i to the lower support structure 32, such as via an adhesive or other known securcrncnt approaches.
Together, the upper element 30 and reinforcing lower support structure 32 provide a high strength, low weip~t stone or other natural or concrete-based modular deck panel I 0.
in other embodiments, the upper layer 30 of the module panels 10 may be concrete;
product and decorated with known concrete finishing techniques to imitate a variety of natural stone products (for instance, BOMAhTITE~ or other imprinted brushes, etc.).
Altemative.ly, the upper layer 30 may be decorated with brick patterns (random, interlocking, ashlar, etc.). In yet another embodiment, the upper layer 30 may be decorated with indoor/outdoor carpet.
In the embodiments of FIGS. 4-5, the deck panel 10 includes a natural stone facing or veneer element 30 secured to an underlying support structure 32. The natural stone veneer 30 may be selected from among a group of architectural stone materials such as granite, sandstone, etc. The veneer element 30 includes a pair of beveled edges 54 to aid in visual alignment of the panels and reduce the tendency for chipping proximate the edges durlr~
handling and ' installation. The beveled edges 54 also improve the visual and structural aspects ofpanels 10 having veneer elements 30 of different thickness, e.g., the veneer elements 30 are aggressively textured material, such as some slates, etc. The upper layer 30 may be secured to the underlying support structure 32 with as adhesive, such as a two-part epoxy. Other adhesives or material joining tecluiiques would also be appreciated by those skilled in the relevant arts. For example, ;
mechanical fasteners may be used to couple the upper layer 30 to the lower support structure 32. ;
Ot~,e preferred securemeut approach is a two-part epoxy disposed as a layer between the elements 30, 32. -In one preferred embodiment, the underlying support structure 32 is a pultruded fiber Mass reinforced element, though it may alternatively include a high-strength composite element, ~~v. a~a..-mvm.~rVJIVJ
a plywood-based material, a. concrete-based reinforced product, a metal alloy, or a polymer, fiberglass, or other composite material produce providing suitable structw:al characteristics.
Referring particularly to FIGS. 4-5, the support structure 32 may be a pultruded fiberglass reinforced product having a substantially uniform cross section. The pultruded support structure i 32 may include a plurality of ribs 34 for cffiaiently maintaining the structural strength of the support structure 32 while allowing material reduction as compared to 'a panel structure having a uniform cross sectional area. The ribs 34 provide an additional benefit by defining a plurality of channels for water runoff from the top surface. Water, such as rain water, may pass between the i joint areas of the deck panel modules 10 and exit through the channels defined by the ribs 34. .A.s illustrated in FIG. 5, the panel support element 18 may include a water break structure 64, such as a groove or small protrusion on the lower face of the element 18, which functions to direct the water away from the element 18. In additional embodiments of the present invention, a small gutter structure 52 may be disposed beneath the panels and be adapted to receive water run-oEf from between the ribs 34. 1n this regard, water, such as rain, which is received on the upper deck surface may be connn~unicated away from the deck underside to provide a relatively dry deck undersurface. A sealant, such as silicone, may be used in conjunction with elements of the deck structure to provide a relatively water-tight structure, an hentce a relatively dry area beneath the deck structure 8. For example, a silicon sealant may be applied between the deck modules 10, the deck structure 8, the panel support elements 18, and spline elements 20 to further direct water away from the deck underside.
In use; the ribs 34 of the support structure 32 are placed perpendicular to the joists 14 o.f ' the deck 8. As illustrated. in FIGS. 4 and 5, the support structure 32 and upper layer 30 together define an interior region 36 on opposite ends of the deck module 10, wherein each of the interior regions 36 are sized to receive a portion of a spline element 20 during deck assembly as described herein.
Referring to FIG. 6, a perspective view of a panel support element 18 is illustrated. In the embodiment of FIGS. 3 and 5, the panel support elements 18 function to support parallel edges of the deck modules 10 along top surface of the joists 14. In the embodiment of FIGS. 9 and 10, the panel support elements 28 function to support parallel edges of the deck modules 10 which I
are perpendicular to the top surface of the joists 14. Tlae panel support elements 18 are elongated elemeats, and may be provided in standard lengths, such as 8 feet. The panel support elements 18 are approximately 2 inches in width and provide an overhang area at each side of the joist 14.
The panel support element 18 is preferably wider than the joists 14 to account for twists or warps i in the joists 14. The panel support elements 18 include a pair of flanges 40 for spacing and supporting adjacent deck modules 40. The panel support elements 18 turfher include a fastener-i receiving structure SO disposed intermediate the pair of flanges 40. The panel support elements 18 may be manufactured from a variety ofmaterials, including but not limited to, pultruded fiber glass, composites, aluminum, or other alloys. It will be appreciated by, those skilled in the relevant arts that alternative panel support element 18 configurations, sizes, designs, and !
implementations may also be practicable.
Referring to FIG. 7, a perspective view of a spline element 20 is illustrated.
The spline element 20 is retained into the intezior xegions 36 of adjacent deck modules 10. The spline I
elements 20 function to provide a uniform spacing between adjacent modular panels 10 as well I
as provide structural coupling between adjacent panels 10. The spline element 20 may be slightly larger Ihan the interior regions 36 of the deck modules 10 so that a fiiction fit is provided between the spline element 20 and the deck module 10. The spline element 20 may be retained .
in the interior regions 36 of the deck modules 10 by friction fit or with an appropriate adhesive, such as construction adhesive. The spline element 20.includes a pair of beveled edges 58 to facilitate insertion into the interior regions 36 of the deck modules.
Alternatively, the spline clcruerrl 20 ruay be smaller than the interior regions 36 of the deck modules 10. The spline elements 2U are elongated elements, and may be provided in standard lengths, such as'8 feet The spline element 20 of the prefeaed embodiment of the present invention span the entire transverse width of the deck stn~cture. The spline elements 20 may be manufactured from a vari ety of miaterials, including but not limited to, pultruded fiber glass, composites, aluminum, or other alloys. It will be appreciated by those skilled in the relevant arts that alternative spline element 20 configurations, sizes, designs, and implementations may also be practicable.
Referring again to FIG. ;i, a cross sectional view of a portion of the deck of Fig_ 3 illustrates the relationship betwecn.the deck modules 10, and the deck module support structure 16. The deck module support structure 16 includes a panel support element 18 anal a splitic ..... ....
element 20. The panel support elements 18 are secured to the joists 14 by threaded fasteners 60, though alternative fastening apprvac;hes, such as staples, nails, adhesives, etc. may also be practicable. The spline elements 20, which run substantially perpendicular to the panel support elements 18 are also secured to the joists 14 by a threaded fasteners 60. The spline fastener 60 passes through the fastener receiving structure 50 of the panel support element 18 and secures the spline element 20 and the panel support element 18 to the joist 14.
A construction and application of the deck system according to one preferred embodiment of the present invention will be described. Once a joist 14 substructure has been provided, either as a new or existing construcrion, the elongated panel surrort elements 18 are secured to the top surfacc;s of joists 14 with threaded fasteners 60. A starter support element may be secured adjacent the house structure to engage the first row of modular panels I 0.
The starter support element may incorporate a variety of desigas and configurations as appreciated by those skilled in the relevant arts. The panel support elements 18 may need to be shimmed and/or blocked to accommodate variations of the joist top surfaces. A variety of threaded fasteners 60 may be utilized to secure the panel support elements 18 to the joists 14. For example, the threaded fasteners may include stainless steel flat head screws which are countersunk info lha panel support elements 18.
As a next step, the deck modules 10 are installed in a row, perpendicular to the joists 14.
The deck modules 10 are placed upon the flanges 40 of adjacent parallel panel support elements 18. The ribbing 34 or the back side of the deck module 10 is aligned perpendicularly to the joists 14, and as a result the front edges of the deck modules 10 will reveal the spline receiving interior regions 36. Once the row o.f deck modules 10 has been placed, a spline elements) ZO is placed into the interior regions 36 of the deck modules 10. ,As illustrated in FZG_ 2, the spline clcmcrit(s) ZO extended substantially entirely across the row of deck modules 10. Alternative approaches may include a plurality of shortened spline elements. The spline clcmcnt(s) 20 is then secured by a threaded fastener 60 which passes through the fastener x'eceiving structure 50 of the panel support element 18 and into the joist 14. Each .row of the deck panels 1 U is thus retained by the panel support elements 18 and the spline elements 20.
_._._ lvo. ~t,muc~+a~A~~
__ The next ~'ow of deck modules 10 is then placed against the pr~cvious row of deck modul,;s 10. The spline receiving interior region 36 of the deck modules 10 is aligned to receive the secured spline 20 of the previously installed row. The next row is then secured to the joist 14 by another spline elements) 20. Then process continues row-by-row until completion. As a result, and as illustrated in FIG. 2, each deck module 10 is supported on two opposite sides by the panel support elements 18. The two other opposite sides of the deck modules 10 are coupled to adjacent modules via the spline elements 2U. Edge securement of the outer deck modules 10 may include threaded fasteners, or other known securement appt~oaches. Additional edge treatment concepts may also be utilized to improve the overall deck aesthetic.
FIG. 1 also illustrates another embodiment of a modules 10. .ln another preferred embodiment, the modules 10 are provided in a vertical orientation to form a wall or wall covering. The wall modules 10 are supported in the vertical orientation by vertical support structures including a plurality of stud supporting elements and spline elements. The stud supporting elements may be similar to the panel supporting elements 18, 20 of the deck system and secured to the outer surfaces of the wall studs. The wall modules 10 may then be installed by placing a row of modules within the stud supporting elements and securing'the row by the spline element(s). A next mw of wall modules would then be provided across the top surface of the wall modules, and similarly secured to the underlying studs.
FIG. 8 illustrates yet another use for the modular building paaels 10 according to the present invention to provide a (loot surface. A stone floor surface may be provided by securing the modules 10 to a floor underlayment 82, such as by an adhesive or thin-set mortar 84. In comparison, ceramic or stone tiles are typically set upon a structural underlayment or thick mortar bed capable of providing su~cient structural rigidity to the floor. The structural underlayment or thick mortar bed being necessary to provide structural rigidify to resist flour deflection resulting in tile cracking or damage. Unlike ceramic or stone tile, the modular panels are structural elements capable of supporting tensile loads and are of sufficient strength to provide structural rigidity to the floor. As a result, additional structural underlayment or a thick mortar bed is not required in applications of the floor modules 10 according to the present invention. A flexible grouting 86 may be dispensed between the adj accnt floor modules.
__ The next ~'ow of deck modules 10 is then placed against the pr~cvious row of deck modul,;s 10. The spline receiving interior region 36 of the deck modules 10 is aligned to receive the secured spline 20 of the previously installed row. The next row is then secured to the joist 14 by another spline elements) 20. Then process continues row-by-row until completion. As a result, and as illustrated in FIG. 2, each deck module 10 is supported on two opposite sides by the panel support elements 18. The two other opposite sides of the deck modules 10 are coupled to adjacent modules via the spline elements 2U. Edge securement of the outer deck modules 10 may include threaded fasteners, or other known securement appt~oaches. Additional edge treatment concepts may also be utilized to improve the overall deck aesthetic.
FIG. 1 also illustrates another embodiment of a modules 10. .ln another preferred embodiment, the modules 10 are provided in a vertical orientation to form a wall or wall covering. The wall modules 10 are supported in the vertical orientation by vertical support structures including a plurality of stud supporting elements and spline elements. The stud supporting elements may be similar to the panel supporting elements 18, 20 of the deck system and secured to the outer surfaces of the wall studs. The wall modules 10 may then be installed by placing a row of modules within the stud supporting elements and securing'the row by the spline element(s). A next mw of wall modules would then be provided across the top surface of the wall modules, and similarly secured to the underlying studs.
FIG. 8 illustrates yet another use for the modular building paaels 10 according to the present invention to provide a (loot surface. A stone floor surface may be provided by securing the modules 10 to a floor underlayment 82, such as by an adhesive or thin-set mortar 84. In comparison, ceramic or stone tiles are typically set upon a structural underlayment or thick mortar bed capable of providing su~cient structural rigidity to the floor. The structural underlayment or thick mortar bed being necessary to provide structural rigidify to resist flour deflection resulting in tile cracking or damage. Unlike ceramic or stone tile, the modular panels are structural elements capable of supporting tensile loads and are of sufficient strength to provide structural rigidity to the floor. As a result, additional structural underlayment or a thick mortar bed is not required in applications of the floor modules 10 according to the present invention. A flexible grouting 86 may be dispensed between the adj accnt floor modules.
- ' w No. EL4161248~'51US
Referring now to FIGS. 9 and 10, yet another embodiment of the modular building product 10 is provided. Iu this embodiment, the modules 10 are disposed upon a plurality of joists 14 through a deck panel retaining structure 16 which includes a plurality of panel support elements 18 and a plurality of spline elements 20. In comparison to the embodiments of FIGS.1 - 8, panel support elements 18 arc secured to the top surface of the joists 14 and the spline elements 20 span between adjacent joists 14. FIG. 10 is a detailed vices of a portion of the deck structure of FIG. 9 illustrating the deck panels 10 disposed upon the joists 14. The deck panels are secured to the joists 14 by the panel support element 18 and a spline element 20, though alternative deck panel retaining structures and/or applications may be practicable. The use of panel support elements 18 disposed upon the joists 14, as illustrated in FIGS.
9 and 10, permits the application of the present invention on decks or other structures that are framed with curves, unusual, or perpendicular framing elements.
Referring now to FIG. 11, yet another embodiment of the present invention provides an on-grade patio structure. The modules 10 arc supported on Bade, such as on a layer of sand above a layer of compacted granular fill. The modules 10 are coupled together and to the earth through patio panel retaining structure which may include a plurality of patio panel support elements 18 gad a plurality of spline elements 20, such as disclosed in FIGS.
6 and 7. The patio deck panels 10 are secured to the earth by Elongated elements 62, such as long spikes or nails, which ;pa.5s through and engage the panel support elements 18 and a spline elements 20.
Alternative patio deck panel retaining structures and/or applications may be practicable. The modular panels 10 according to the present invention may be utilized for on-grade patio structures and othex structures, such as a stand alone outdoor structure.
It is understood that even though numerous characteristics and advantages of the present invention have been disclosed in the foregoing description, the disclosure is illustrative only and changes may be made in detail. Other modifications and alterations are within the knowledge of those skilled in the art and are to be included within the scope of the appended claims.
Referring now to FIGS. 9 and 10, yet another embodiment of the modular building product 10 is provided. Iu this embodiment, the modules 10 are disposed upon a plurality of joists 14 through a deck panel retaining structure 16 which includes a plurality of panel support elements 18 and a plurality of spline elements 20. In comparison to the embodiments of FIGS.1 - 8, panel support elements 18 arc secured to the top surface of the joists 14 and the spline elements 20 span between adjacent joists 14. FIG. 10 is a detailed vices of a portion of the deck structure of FIG. 9 illustrating the deck panels 10 disposed upon the joists 14. The deck panels are secured to the joists 14 by the panel support element 18 and a spline element 20, though alternative deck panel retaining structures and/or applications may be practicable. The use of panel support elements 18 disposed upon the joists 14, as illustrated in FIGS.
9 and 10, permits the application of the present invention on decks or other structures that are framed with curves, unusual, or perpendicular framing elements.
Referring now to FIG. 11, yet another embodiment of the present invention provides an on-grade patio structure. The modules 10 arc supported on Bade, such as on a layer of sand above a layer of compacted granular fill. The modules 10 are coupled together and to the earth through patio panel retaining structure which may include a plurality of patio panel support elements 18 gad a plurality of spline elements 20, such as disclosed in FIGS.
6 and 7. The patio deck panels 10 are secured to the earth by Elongated elements 62, such as long spikes or nails, which ;pa.5s through and engage the panel support elements 18 and a spline elements 20.
Alternative patio deck panel retaining structures and/or applications may be practicable. The modular panels 10 according to the present invention may be utilized for on-grade patio structures and othex structures, such as a stand alone outdoor structure.
It is understood that even though numerous characteristics and advantages of the present invention have been disclosed in the foregoing description, the disclosure is illustrative only and changes may be made in detail. Other modifications and alterations are within the knowledge of those skilled in the art and are to be included within the scope of the appended claims.
Claims (40)
1. A deck structure comprising:
an underlying deck structure including a plurality of joists; and a plurality of modular building panels for engaging the plurality of joists, said building panel including a first substantially planar element being relatively inflexible and of a material selected from among the group including: stone, mineral, tile, and concrete product, and further including a second substantially planar element of a material different than the first planar element, said second planar element being disposed beneath the first planar element and coupled thereto, said second planar element having a predetermined total area, said second planar element supporting the deck panel upon the deck structure at a panel support area, said panel support arca being substantially smaller than the predetermined total area, and said second planar element carrying substantially all of a tensile load imposed upon the deck panel.
an underlying deck structure including a plurality of joists; and a plurality of modular building panels for engaging the plurality of joists, said building panel including a first substantially planar element being relatively inflexible and of a material selected from among the group including: stone, mineral, tile, and concrete product, and further including a second substantially planar element of a material different than the first planar element, said second planar element being disposed beneath the first planar element and coupled thereto, said second planar element having a predetermined total area, said second planar element supporting the deck panel upon the deck structure at a panel support area, said panel support arca being substantially smaller than the predetermined total area, and said second planar element carrying substantially all of a tensile load imposed upon the deck panel.
2. A deck structure of claim 1 wherein the first planar element is adhesively secured to the second planar element.
3. A deck structure of claim 1 wherein the second planar element is of a composite material.
4. A deck structure of claim 3 wherein the composite material includes a material selected from the group including: KEVLAR, carbon fiber, and fiber glass.
5. A deck structure of claim 4 wherein the composite material further includes a material selected from the group including: epoxies, resins, and adhesives.
6. A deck structure of claim 1 wherein the panel support area is proximate a periphery of the deck panel.
7. A deck structure of claim 6 wherein the panel support area is proximate a pair of opposed edges of the deck panel.
8. A deck structure of claim 1 wherein the second planar element includes a rib structure.
9. A deck structure of claim 1 wherein the second planar element defines an interior region along at least a pair of edges.
10. A deck structure of claim 1 wherein the first planar element and sccond planar element are equivalent in size.
11. A deck structure of claim 1 wherein the first planar element and sccond planar element are generally square in shape.
12. A deck structure of claim 1 wherein the panel support areas cooperate with portions of the horizontal support elements of the deck structure.
13. A floor structure comprising:
a floor underlayment; and a plurality of modular floor products being supported by the floor underlayment, said modular floor products including a first substantially planar element of a material providing substantial compressive strength and limited tensile strength, said planar element having a pair of opposed major surfaces and further including a second substantially planar element having a pair of the first planar element upon one of the major surfaces, said second planar element carrying substantially all of a tensile load imposed upon the floor product.
a floor underlayment; and a plurality of modular floor products being supported by the floor underlayment, said modular floor products including a first substantially planar element of a material providing substantial compressive strength and limited tensile strength, said planar element having a pair of opposed major surfaces and further including a second substantially planar element having a pair of the first planar element upon one of the major surfaces, said second planar element carrying substantially all of a tensile load imposed upon the floor product.
14. A deck structure of claim 13 wherein the first planar element and second planar element are equivalent in size.
15. A floor structure of claim 13 wherein the second planar element is of a composite material.
16. A floor structure t of claim 15 wherein the composite material includes a material selected from the group including: KEVLAR, carbon fiber, and fiber glass.
17. A floor structure of claim 16 wherein the composite material further includes a material selected from the group including: cpoxies, resins, and adhesives.
18. A floor structure of claim 13 wherein the second planar element includes a rib structure.
19. A floor structure of claim 13 wherein the second planar element defines an interior region along at least a pair of edges.
20. A floor structure of claim 13 wherein the first planar element and second planar element are equivalent in size.
21. A flour structure of claim 13 wherein the first planar element and second planar element are generally square in shape.
22. A floor structure of claim 13 wherein the floor structure is an indoor structure and the floor underlayment includes a plywood sheet element.
23. A floor structure of claim 13 wherein the floor structure is an outdoor structure and the floor underlayment includes sand or compacted gravel.
24. A deck structure comprising:
a deck frame including a series of transversely extending joists arranged at a uniform close spacing in the longitudinal direction of the deck structure; and a series of modular panels arranged in abutting relationship overlying and secured to said joists, each panel being of a composite layered construction including a top side and a bottom side, each panel including a first layer element defining the top side and of a material providing substantial compressive strength and limited tensile strength, each panel further including a second layer element defining the bottom side and coupled to the first layer element, said second layer element of a material providing substantial tensile strength, the panels being arranged longitudinally such that they abut over said joists, the abutting ends of the panels being secured to the underlying joists by a fastening structure.
a deck frame including a series of transversely extending joists arranged at a uniform close spacing in the longitudinal direction of the deck structure; and a series of modular panels arranged in abutting relationship overlying and secured to said joists, each panel being of a composite layered construction including a top side and a bottom side, each panel including a first layer element defining the top side and of a material providing substantial compressive strength and limited tensile strength, each panel further including a second layer element defining the bottom side and coupled to the first layer element, said second layer element of a material providing substantial tensile strength, the panels being arranged longitudinally such that they abut over said joists, the abutting ends of the panels being secured to the underlying joists by a fastening structure.
25. A deck structure according to claim 24 wherein the abutting edges of said panels are recessed to receive and be spanned by a spline element that is secured to the underlying joist by a suitable fastcncr.
26. A dcck structure according to claim 24 wherein the abutting edges of said panels cooperate with an elongated panel support element secured to the underlying joist by a suitable fastener.
27. A deck structure according to claim 24 wherein the elongated panel support element is secured along a top surface of the underlying joist.
28. A deck structure according to claim 24 wherein the elongated panel support element is secured perpendicular to a top surface of the underlying joist.
29. A building product for flooring an area of substructure, said building product comprising:
a plurality of modular panels arranged in abutting relationship overlying and secured to the substructure, each panel being of a composite layered construction including a top side and a bottom side, each panel including a first layer element defining the top side and of a material providing substantial compressive strength and limited tensile strength, each panel further including a second layer element defining the bottom side and coupled to the first layer element, said second layer element of a material providing substantial tensile strength.
a plurality of modular panels arranged in abutting relationship overlying and secured to the substructure, each panel being of a composite layered construction including a top side and a bottom side, each panel including a first layer element defining the top side and of a material providing substantial compressive strength and limited tensile strength, each panel further including a second layer element defining the bottom side and coupled to the first layer element, said second layer element of a material providing substantial tensile strength.
30. A building product according to claim 29 wherein the substructure is defined by a deck structure and includes a plurality of spaced joists, and wherein the plurality of modular panels are secured to the spaced joists.
31. A building product according to claim 29 wherein the substructure is defined by a plywood underlayment structure, and wherein the plurality of modular panels are adhesively secured to the plywood underlayment structure.
32. A building product according to claim 30 wherein the panels being arranged longitudinally such that they abut over said joists, the abutting ends of the panels being secured to the underlying joists by a fastening structure.
33. A building product of claim 29 wherein the first layer element is adhesively secured to the second layer element.
34. A building product of claim 29 wherein the second layer element is of a composite material.
35. A building product of claim 34 wherein the composite material includes a matcrial selected from the goup including: KEVLAR, carbon fiber, and fiber glass.
36. A building product of claim 35 wherein the composite material further includes a material selected from the group including: epoxies, resins, and adhcsivcs.
37. A building product of claim 29 wherein the second layer structure includes a rib structure.
38. A building product of claim 29 wherein the second layer structure defines an interior region along at least a pair of edges.
39. A building product of claim 29 wherein the first layer element and second layer element are equivalent in size.
40. A building product of claim 29 wherein the first layer element and second layer element are generally square in shape.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US09/608,816 | 2000-06-30 | ||
| US09/608,816 US6804923B1 (en) | 1999-07-02 | 2000-06-30 | Prefabricated modular deck system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2348178A1 CA2348178A1 (en) | 2001-12-30 |
| CA2348178C true CA2348178C (en) | 2010-07-20 |
Family
ID=24438135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA 2348178 Expired - Fee Related CA2348178C (en) | 2000-06-30 | 2001-05-18 | Prefabricated modular building component |
Country Status (1)
| Country | Link |
|---|---|
| CA (1) | CA2348178C (en) |
-
2001
- 2001-05-18 CA CA 2348178 patent/CA2348178C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CA2348178A1 (en) | 2001-12-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6941715B2 (en) | Prefabricated modular building component | |
| AU2001270298A1 (en) | Prefabricated modular building component | |
| US6804923B1 (en) | Prefabricated modular deck system | |
| US7621089B2 (en) | Prefabricated modular building component and method of use | |
| CN100408790C (en) | Lightweight modular cementitious panel/tile for construction | |
| US7891149B2 (en) | Underlayment for tile surface | |
| KR101181794B1 (en) | Steel and synthetic being and improving the hanok and the construction method using | |
| US8984832B2 (en) | Flooring, deck and patio surface system and method of use | |
| CN119604660A (en) | Terrace construction system | |
| KR101014591B1 (en) | Removable wooden building and construction method using pillars and beams formed of curved wood | |
| US20100064609A1 (en) | Outdoor flooring, deck and patio surface system and method | |
| US20080290233A1 (en) | Clamping system | |
| US20080155938A1 (en) | Fiber reinforced concrete stone panel system | |
| US20080196354A1 (en) | Fiber Reinforced Concrete Exterior Wall System | |
| CA2348178C (en) | Prefabricated modular building component | |
| US20080196336A1 (en) | Fiber reinforced concrete exterior wall system | |
| AU2005252589A1 (en) | Construction system for constructing plane structures | |
| CA2722363C (en) | Wall facing system and devices for supporting and anchoring stone facing elements | |
| WO2008033132A2 (en) | Modular building system | |
| PL221358B1 (en) | Assembly connector for mounting longitudinal finishing elements, especially wooden floorboards and a modular system for mounting longitudinal finishing elements | |
| RU190321U1 (en) | Facade cladding module | |
| EP2225424B1 (en) | Metal joist for a deck assembly | |
| RU190206U1 (en) | Facade cladding module | |
| RU190414U1 (en) | Facade cladding module | |
| RU190204U1 (en) | Facade cladding module |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request | ||
| MKLA | Lapsed |