Unified Prefinished Panel
20210324629 · 2021-10-21
Inventors
Cpc classification
E04B1/04
FIXED CONSTRUCTIONS
E04C2/382
FIXED CONSTRUCTIONS
B29K2001/00
PERFORMING OPERATIONS; TRANSPORTING
B29K2311/10
PERFORMING OPERATIONS; TRANSPORTING
B29K2095/00
PERFORMING OPERATIONS; TRANSPORTING
B29L2031/10
PERFORMING OPERATIONS; TRANSPORTING
E04B2/10
FIXED CONSTRUCTIONS
B29K2093/00
PERFORMING OPERATIONS; TRANSPORTING
E04B1/165
FIXED CONSTRUCTIONS
International classification
E04B1/04
FIXED CONSTRUCTIONS
Abstract
A product and a method of manufacture and assembly of a prefabricated wall panel for construction is shown and described. The present invention is directed towards minimizing the labor of multiple additive steps using many layers and materials seen in many building envelopes.
In one example, the method comprises,
A series of prefabricated residential or commercial building panels made of any of varying materials such as hemperete, fiber, cellulose, plant material, bio-aggregate, aggregate, aerated concrete, composite or inorganic materials, of substantially solid body with channel shaped elongated voids substantially located at the vertical sides as well as horizontally across their top.
Said voids in one panel are a connected channel wrapping around 3 or more sides of the panel and exposed to the exterior of said panel. Said panels are placed side by side around the perimeter of a foundation aligning the channel shaped void in one panel with the respective channel shaped void in the panel beside it creating a concrete form, or form for a load bearing material. Said panels are left in place as an integral part of the wall system. Concrete or other load bearing material is placed in said voids substantially vertically between the panels and across their tops creating an air seal and a mechanical bond between panels. The resulting concrete shape inside the wall is a post and beam structure that is substantially equidistant from the interior and exterior of the wall minimizing heat transfer through thermal bridging and minimizing weathering to the concrete. Many of the requirements of a building's wall such as the insulation, the shear strength, the rough openings for windows and doors, the interior and exterior skin, utility chases, drip edges and trim details can be met by this series of prefabricated building blocks. A method of manufacture of the building panels, the product created by that manufacture, a method of panel assembly and integration with other building components, and the finished product created by the manufacture, assembly and integration with other building components are all shown in the present disclosure.
Claims
1. Prefabricated wall construction panels, comprising: Variform panels with an inner surface that may be the completed inner surface of the wall and an outer surface that may be the completed outer surface of the wall, where said inner and outer surfaces may be planar, angled or curved, with said inner and outer surfaces separated by a thickness spanned by two substantially vertical sides and two substantially horizontal sides, said panel's thickness is substantially solid or solid with entrapped air or gas pockets or bubbles, said vertical sides include a channel void or rabbet oriented longitudinally therein, that is one part of complementary profiles, that when adjoined with another panel at it's respective vertical side, the two panels may function as a team to enclose a void that may be the shape of a cylinder, rectangular prism, trapezoidal prism or post shape, hereinafter called a post, said horizontal side or sides include a channel void or rabbet oriented longitudinally therein, that when at least two panels are adjoined at their vertical sides, a horizontal side channel void is adjoined to the respective horizontal channel void in the adjoining panels, thereby providing a continuous horizontal channel void substantially above and contiguous with said vertical channel voids, where all said voids are oriented between the interior and exterior skin, said vertical and horizontal channels or rabbets are hereinafter called channel voids, whereby said channel voids provide a means for placement of a load bearing structure.
2. Prefabricated wall construction panels according to claim one comprising: Five types of panels, a wall section, a window section, a corner section a door side panel and a door header panel where, A first type of panels called wall panels with substantially rectangular inner and outer surfaces or curved inner and outer surfaces, A second type of panels with similar inner and outer surfaces to the wall panels but which also have a void for a window, A third type of panels furnished for corners or angles with horizontal sides described by substantially 90 degree angles or other acute or obtuse angles, with an inner surface or plurality of inner surface planes that are the completed inner surface of the wall, an outer surface or plurality of outer surface planes that are the completed outer surface of the wall, A fourth type of prefabricated panel, where the same panel can be disposed to either side of a door jamb, where said panel has two substantially vertical sides of substantially door height and two substantially horizontal sides connecting said inner and outer surfaces, where the horizontal side or sides are substantially flat, where one vertical side of said panel includes a channel void and the other side is provided for attaching a door jamb, a fifth type of prefabricated panel for a door header, disposed above two fourth type panels, that is alike to a first panel in feature and thickness but differs in height, where the fifth type panel's vertical height is defined by the distance between the top of a fourth type panel and the top of the wall height, wherein prefabricated panels are selected from the group of panels consisting of types 1 through 5 and combinations thereof and assembled as a substantially continuous, linear, angular or curved wall providing a continuous horizontal channel void in the shape of a monolithic beam substantially above and contiguous with said vertical channel voids
3. A series of prefabricated building panels with at least 3 sides rabbeted around their narrowest side perimeter, where said rabbet is for the purpose of concrete infill, where said panels are of a full ceiling height, whose method of manufacture, and method of assembly creates a complete wall containing the insulation, shear strength, water resistance, exterior skin and interior skin.
4. A prefabricated panel or panels provided for window placement, that includes flanges cast concurrently with the body of the panel, where said flanges intrude inward a distance into the window void on the upper and side portions of said void, providing a surface against which to mount a window jamb, situating said jamb away from the exterior of the building.
5. A prefabricated panel or panels according to claim 1, 2, or 3 wherein two or more panels are stacked to achieve full ceiling height.
6. A prefabricated panel or panels according to claim 1 or 2 wherein the thickness of the wall panel material between one side of said channel void and the inner or outer surface of the panel is approximately ⅓.sup.rd to ⅕.sup.th or more of the total wall thickness.
7. A prefabricated panel or panels according to claim 1, 2, 3 or 4, or any combination thereof, wherein features may further include a plumbing chase substantially at the base of the wall, an electrical chase, specialty vertical or horizontal chases, exterior window trim detail, interior window trim detail, exterior door trim detail, interior door trim detail, frieze board profile, board and batton trim profile, finials, corbles or other shapes or textures
8. A wall according to claim 1 or 2 wherein the load bearing member is reinforced concrete or other indurating liquid that mechanically bonds and air seals the panels together.
9. A prefabricated panel or panels according to claim 1, or 2, wherein said panel is a 3 layer composition consisting of a relatively thin layer of lime plaster for the finished wall's exterior skin followed by a substantially thicker layer of hemperete or other bio-aggregate that is coated on top with another relatively thin layer of lime plaster.
10. A series of prefabricated wall panels according to claim 1 or 2, that are substantially composed of aerated concrete.
11. A method of manufacture of wall building panels comprising: Assembling a form of a shape according to claims, mixing substrate in a mixer, pouring or placing a layer or layers of a liquid flowable substrate, semi-solid mixture or otherwise ductile, moldable or pliable mixture into forms composed of separable pieces that can be fastened with quick clamps or other fasteners and, waiting a time, wherein said substrate cures or hardens taking the shape of the interior form features thereby creating a prefabricated panel, removing said fasteners and forms.
12. A method of assembly of prefabricated panels to make a wall and connect or integrate other common building elements comprising: connect lifting equipment to integrated hooks in panels and or to forms that are partially protectively encasing each panel and, place panel, orienting said horizontal channel voids substantially horizontally, with the base of the panel arranged on top of a foundation wall, in a mortar bed, adhesive or spray foam bed and on a water-shedding flashing, plumb and brace panel to ground or interior floor optional placement of a reinforcement bar extending from floor to ceiling height, which may be fastened into the foundation, and extends upwards with a 90 degree angled bend extending horizontally in to the horizontal channel void at top of said panel, apply an adhesive, spray foam or mortar to a vertical panel side, and to the next portion of the foundation, placement of neighboring panel in adjoining position with vertical side pushed into previously placed adhesive, spray foam or mortar, apply an adhesive, spray foam or mortar to a vertical panel side and apply a first door side panel against it, place a second door side panel opposite and mirror image to it and fit a temporary buck holding them away from each other and braced to the floor or ground, apply an adhesive, spray foam or mortar to the top of the two door panels, place a door header panel on top of the two door panels, complete door panel and header assembly with optional placement of a reinforcement bar extending from floor to ceiling height, which can be fastened into the foundation, and extending upwards with a 90 degree angled bend extending horizontally in to the horizontal channel void at top of said panel, repeat said steps of vertical reinforcement bar placement, adhesive, spray foam or mortar placement, adjoining panel placement, including all wall panels, window panels, curved panels and corner panels or any combination thereof until the building wall perimeter is delineated, place reinforcement bar in horizontal channel voids and fasten to vertical reinforcement bars, if upper stories are desired, affix joist hanger brackets to interior surface with a portion extending into the horizontal channel void to be encased by or affixed to a load bearing material, pour, pump or place a load bearing flowable material such as concrete into vertical and horizontal channel voids, repeat above steps for upper levels if desired, measure and mark roof truss or rafter placement on top of wall beside horizontal channel, place wind-uplift resistant roof fasteners into wet concrete or other load bearing material on marked layout.
13. A wall panel or series of wall panels with a horizontal chase void 6 or rabbet in the surface facing into a building at the substantially lower portion of the panel and longitudinally exposed on the surface of said panel, that when a multiplicity of like wall panels are placed in a perimeter creating a building's exterior walls each said chase void 6 is aligned continuously with the chase voids 6 in adjoining panels providing a ring around said perimeter wherein the lower surface of said ring represents the height of a concrete floor slab to be poured and said lower surface serves as a level line and screed guide for pouring, striking, troweling or floating a concrete floor, and further, said ring also furnishes a utility chase above said floor and within the plane of the wall for efficient placement of plumbing, wiring or other utilities where said ring and utilities may be covered with a trim such as baseboard 18.
14. The method of assembly and use of components according to any combination of claims in a wall building system and the building thereby created.
Description
BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWING
[0043] These and other features, aspects, and advantages of the present invention will become better understood with regard to the following description and accompanying drawings where:
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DETAILED DESCRIPTION OF THE DRAWINGS
[0069] The present disclosure describes a series of prefabricated residential or commercial building panels made of one or more of: hemperete, fiber, cellulose, plant material, bio-aggregate, aggregate, aerated concrete, composite or inorganic materials The panels are of substantially solid body with channel shaped elongated voids substantially located at the vertical sides as well as horizontally across their top or top and bottom sides. Said voids in a panel are a connected channel wrapping around three or more sides of the panel and exposed to the exterior of said panel. Said panels are placed and fastened together side by side with adhesive, spray foam or mortar around the perimeter of a foundation. Said placement aligns the channel shaped void in one panel with the respective channel shaped void in the panel beside it creating a concrete form, or form for a load bearing material. Said panels are left in place as an integral part of the wall system.
[0070] Concrete or other load bearing material is placed in said voids between the panels and across their tops creating an air seal and a mechanical bond between panels. The resulting concrete shape inside the wall is a post and beam structure that is substantially equidistant from the interior and exterior of the wall minimizing heat transfer through thermal bridging and minimizing weathering to the concrete.
[0071] UPPs are substantially rectangular prisms, but other types can be defined by curved interior and exterior faces, and still other types can be defined by the sides comprising substantially 90 degree angles or other acute or obtuse angles. It will become apparent in subsequent descriptions and claims that it is within the scope of the invention that many forms and functions can be integrally prefabricated into the UPPs by customizing the substrate used and/or the interior shape of the forms. Such details include, but are not limited to, insulating properties, shear strength, decorative features, shapes or textures, features for window placement, door placement, window flanges, drip edges, interior skin, exterior skin or trim details. It will be clear to one skilled in the art of building that any combination of UPP shapes with vertical and horizontal channel voids, with any combination of named or unnamed features, can be arranged side-by-side to create a multitude of home designs.
[0072] The present disclosure reveals a series of building panels, a method of panel assembly and integration with other building components, a method of manufacture of the building panels and the finished product created by the manufacture, assembly and integration with other building components.
[0073] In the figures attached exemplary embodiments are shown with different reference characters denoting similar elements throughout the several views.
[0074] In
[0075] When two panels are assembled, an adhesive, spray foam or mortar is applied to the adjoining vertical sides before placing the panel sides together on a foundation wall.
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[0079] An assembly for door construction is shown in
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[0093] The manufacture of a UPP will be exemplified by illustration and description of a wall panel form and a window panel form and their use to create a wall panel UPP and a window panel UPP. Other types or shapes of UPPs are manufactured in very similar ways to the wall panel and window panel so they will not be described specifically. One skilled in the art of building will recognize that the method of manufacture and forming described and shown in
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[0095] For convenience and efficiency the bottom of a UPP wall panel form 42 is placed on the floor, a mobile cart, or sawhorses and close to a substrate mixer 54 as shown in
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[0097] For convenience and efficiency the bottom piece 50 is placed on the floor, a mobile cart, or sawhorses and close to a substrate mixer 54 shown in
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Contemplated Compositions of the UPP
[0099] Some substrates used to manufacture the UPP may be a bio aggregate, hemperete, a fiber composite, a cellulose composite, aerated concrete or an inorganic composite. In the preferred embodiment, exterior or interior skins can encase a substrate used for the majority of the UPP, by pouring or troweling a skin material into the bottom of the form, placing a substrate, and after a curing time, pouring or troweling a material onto the top of the substrate. In the preferred embodiment said skin materials may be a lime plaster, and said substrate materials may be hemperete.
[0100] In another embodiment a UPP could be a single material like hemperete or aerated concrete where the finished appearance of the UPP is the appearance of the cured substrate. In many embodiments a single UPP provides thermal resistance, thermal mass, shear strength, structural support for the wet concrete, and finishes including exterior weather resistant finish. Upon assembly of UPPs and pouring reinforced concrete the wall is complete. Further additive layers, coats, or paints are unnecessary but may be used.
Method of Assembly
[0101] The method of assembly of the UPP's relevant to the present disclosure begins after a foundation is in place.
[0102] Apply adhesive, spray foam or mortar at bottom of any UPP, Lift said UPP with provided hook 14 into position directly on flashing 34 on the foundation E or G, plumb and brace to ground stake. In one embodiment, at the base of the UPP's vertical channel void, vertical rebar may be fastened directly to the foundation by drilling a hole and fastening rebar into the hole with adhesive, or if a piece of rebar was stubbed out of the foundation, another piece 35 may be fastened to the first to continue to the height of the horizontal channel void.
[0103] Apply adhesive, spray foam or mortar to the side of the standing UPP and the bottom of a next UPP, then lift the next UPP with provided hook 14 and place next UPP against the first. The UPP may be plumbed and braced. Repeat with all UPPs saving a door panel assembly as the last panels to install. Place a door side panel 17, then place a temporary supporting wooden structure such as a door buck B shown in
[0104] The fasteners 21 that hold the door buck are in one embodiment a piece of threaded rod which extends into the channel void and after a load bearing material is poured into said void and cures, the threaded rod is anchored permanently. The door buck can be detached and the doorjamb can be predrilled with a countersink and bolted in place on the hinge side of the jamb. The opposite side jamb can be attached with a different type of fastener.
[0105] If desired, add horizontal rebar and tie to vertical rebar installed previously. Add additional braces as necessary to prepare for pouring a load bearing material. Double check that all UPPs are plumb and aligned properly.
[0106] Pour a load bearing material such as concrete into vertical voids. Set hurricane ties into concrete on layout desired for roof truss or ceiling rafters -OR- If higher levels are to be built up, do not place hurricane ties, but instead, insert steel joist hangers into the vertical surface at the desired second floor height with a portion of said joist hanger extending into the horizontal void. This specialized piece of hardware is known in the art and is also used in walls made with insulated concrete forms (ICF's).
[0107] After the load bearing material is cured, a second story floor can be built with standard wood framing techniques and the UPP's assembly method can continue by repeating all the above steps starting with: “apply adhesive, spray foam or mortar at bottom of any UPP” When the roof level is reached apply hurricane ties into wet concrete.
[0108] If a floor slab is to be poured after wall assembly as described in claim 15 and shown in
[0109] Chase voids 11,12,13 in adjoining UPPs provide a ring around an interior perimeter wherein the lower surface of said ring represents the height of a concrete floor slab to be poured and said lower surface serves as a level line and screed guide for pouring, striking, troweling and/or floating a concrete floor. Pour a concrete slab floor inside the building using the lower surface of the chase voids 11,12,13 as described. It may be noted by one skilled in the art of building that the doorway area would benefit from sloping the concrete slab slightly down toward the outside so that wind driven rain drains away from the door and off the foundation.
[0110] In both assembly methods listed above, said chase void ring also furnishes a utility chase above said floor and within the plane of the wall for efficient placement of plumbing, wiring or other utilities. Place utilities. After placement of utilities, cover said ring or utility chase 11,12,13 with a trim as shown in
[0111] Install windows in window voids 10 against flanges 16 that arrest thermal bridging and provide a drip edge away from the window jamb.
[0112] Further steps to complete a building are obvious to one skilled in the art of building and are not part of the claimed method. They include:, installing plumbing and electrical in one or more chases that were created during prefabrication by integral parts of the form. Covering chases with trim or otherwise filling with like substrate.
[0113] In one embodiment the electrical switch boxes and receptacle boxes locations' are determined for a specific building and the boxes and conduit are placed into the prefabrication form and cast into the substrate. In this embodiment the conduit would lead to a utility chase 11,12,13 where the wiring may continue.
[0114] Re-using forms implies a degree of uniformity in a structure and between structures. A given set of UPPs will create a concrete post and beam structure that is uniform in size and strength for a standard application such as small residential houses. Another given set of UPPs could be custom designed for any concrete post and beam size and strength required including large commercial buildings, in either case matching the set of forms to the job allows the use of the minimum amount of concrete necessary to bear the weight of connected building elements such as upper stories, decks or roof,
[0115] It should be noted that in order to properly benefit from the time efficiency gained by prefabrication, the re-use of forms dictates that the house be designed around the available dimensions given by addition of common panel lengths. If a home was designed to any size by an architect that was unaware of the common panel lengths then custom forms would have to be built anew at each corner or feature.
[0116] Further, the time savings achieved by the UPP system disclosed herein is intended for exterior walls but it can be used on interior walls as well and doing so may be of benefit by helping to maintain a space at a desired temperature with thermal mass.
Preferred Embodiment
[0117] A series of wall building UPPs 4′ wide by 8′-6″ tall by 12″ to 20″ wide for residential or commercial construction made of hemperete consisting of lime based binder, hemp hurds and water are used as a substrate to fill reusable forms. The finished shape of the prefabricated UPPs allows for a continuous channel void that runs vertically up the 20″ wide side, across the 20″ wide top and down the other 20″ side. These prefabricated UPPs are placed side-by-side with other prefabricated UPPs including wall sections, corner sections, window panels and door panels assembled into a complete exterior wall perimeter. The continuous channel around the sides and top of each individual UPP create voids which are then filled with rebar and concrete. The cured concrete is in the shape of the time tested “post and beam” construction. The posts and beams are equidistant from the interior and exterior of the wall. The posts that are created are 4′ from center to center and the span of the beam above is less than 4′. The horizontal beam is also the window or door header eliminating the need for constructing a separate header as seen in SIP's or stick framing. The prefabricated UPPs plus the rebar and concrete create a monolithic structure of great strength. The concrete is all poured in one day around the entire perimeter of the exterior walls. The monolithic structure allows very little air infiltration through the wall field. When combined with good air sealing practices at the top and bottom, the wall system has a very high effective R-Value with almost zero thermal bridging and miniscule air infiltration. The lower portion of the concrete posts creates a mechanical bond with the foundation. The upper portion of the concrete beams include engineered “hurricane tie” anchors set into the wet concrete that securely fasten the roof structure onto the wall system. The wall system with concrete added provides compressive strength, insulation, shear strength, interior and exterior finishes, window trim, concrete floor slab height guide, electrical and plumbing chases and hurricane ties to attach the roof system.
[0118] The use of the words concrete and rebar are not intended to limit the claims of the invention to the use of reinforced portland concrete but instead to describe only one embodiment. However future embodiments may use a different material with similar properties of turning from liquid to solid in situ where said solid is load bearing. Another embodiment may place rigid structural members into the vertical and horizontal voids and fasten them together. The use of the word hemperete is not intended to limit the claims of the invention. A future embodiment may be composed of aerated concrete or other material.
[0119] It is to be realized that the scope of the present invention comprehends many equivalent methods and constructions. The showing of the drawings and the particular description are merely specific exemplifications of a plurality of embodiments and arrangements. Notwithstanding that the numerical ranges and parameters setting forth the broad scope of the inventions are approximations, the numerical values set forth in the specific examples are appropriate to the current embodiment. Any numerical value, however, inherently contains certain errors necessarily resulting from the standard deviation found in their respective testing measurement. Moreover, all ranges disclosed herein are to be understood to encompass any and all sub-ranges submitted therein, and every number between the endpoints. For example, a stated range of “1 to 10” should be considered to include any and all sub-ranges between (and inclusive of) the minimum value of 1 and the maximum value of 10; that is, all sub-ranges beginning with a minimum value of 1 or more, e.g. 1 to 6.1, and ending with a maximum value of 10 or less, e.g. 5.5 to 10, as well as all ranges beginning and ending with the endpoints, e.g. 2 to 9, 3 to 8, 3 to 9, 4 to 7, and finally to each number 1,2,3,4,5,6,7,8,9, and 10 contained within the range. It is further noted that, as used in this specification, the singular forms “a,” “an,” and “the” include plural references unless expressly and unequivocally limited to one referent