1. Field of the Invention
The present invention relates generally to building construction and more specifically to lateral load-resisting truss segments of buildings, including segments of walls, floors, roofs, ceilings, and the like.
2. Description of the Related Art
It is a well-known principle of building construction that the building must include higher-strength structural segments that resist and transfer loads. These load-transfer segments can be provided in the walls, floors, roof, ceilings, and other portions of the building. For example, the building walls typically include segments that transfer lateral (shear) loads down into the building foundation. Shear loads often result from winds, earthquakes, and the like. In conventional building construction, the shear loads are transmitted horizontally through framing generally known in the industry as diaphragms, and down the lateral load-resisting wall segments to an element that is connected to the foundation. Since loads are naturally transmitted through the stiffest element, the lateral load-resisting wall segments can be positioned at different locations within the overall length of the wall of the building, so long as these wall segments are sufficient in quantity and strength to transmit the expected shear loads. One type of lateral load-resisting wall segment is a shear wall. A shear wall acts as a unitary load-transferring segment. An exemplary shear wall design is disclosed in the '767 patent. This shear wall includes holdowns for securing the shear walls to structural elements below, such as the building foundation.
In order to illustrate these concepts, consider
With continued reference to
A typical shear wall comprises wooden members joined together to form a frame structure, with a planar plywood sheathing attached on one or both sides for stability and rigidity. Ordinarily, the plywood is nailed into the frame members. This configuration is expensive because it requires a great deal of plywood and the installation process is labor-intensive. Another disadvantage of this configuration is that the nails often fail and inaccurate nailing is the cause of many lawsuits against building contractors. The nails often miss the studs or are nailed too far into the plywood, thus causing the wall segment to lose some of the lateral load-resisting capacity of the plywood. This can result in excessive wall movement, manifested by cracks and possibly building failure.
While described in the context of walls and wall segments, many of these same problems exist for floor, roof, ceilings, and other building portions. That is, floors, roofs, ceilings, and the like also typically involve plywood nailed into diaphragms, which causes the aforementioned problems: labor-intensive installation and elevated risk of movement and failure.
Accordingly, it is a principle object of the present invention to provide embodiments that overcome some or all of these limitations. The invention includes improved load-resisting segments (also referred to herein as truss segments) of building walls, floors, ceilings, roofs, and the like. The improved load-resisting building segments of this invention include panels, frames for openings, and even entire walls, floors, ceilings, roofs, and the like. A “panel” refers to a building segment that transmits loads but does not include an opening. As used herein, an “opening” includes openings for any of a variety of different types of internal elements of a wall, floor, roof, ceiling, or the like. For example, a “wall opening” includes openings for any of a variety of different types of doors or windows (such as single doors, double-doors, sliding doors, garage doors, etc.), as well as openings that do not include anything (i.e., an open pathway). An “opening” can also refer to, for example, an opening within a roof (e.g., a skylight), floor (e.g., stairway to basement or lower story), and ceiling (e.g., a passage to an attic).
The load-resisting building segments of this invention preferably serve as the primary load-transmission portions of the building. For example, the wall segments of this invention preferably transmit shear loads downward to structural elements below the wall, such as to a building foundation or framing system of a lower story of the building. The improved load-resisting building segments described herein each comprise a truss configuration, i.e., an assembly of members forming a substantially rigid framework. Bundles of load-resisting building segments may be packaged together assembled on-site when a building is being built. Also, the invention includes a kit of pieces that can be assembled together to form any of the truss segments described below. Specifically, a kit of the invention can include any combination of the pieces required to form any one of the truss segments described below. Finally, the invention includes methods of manufacturing the truss segments.
In one aspect, the present invention provides a substantially rigid frame for an opening of a wall of a building, comprising first and second substantially vertical columns, a substantially horizontal header, and a plurality of truss plates secured to sides of the columns and the header. The second column is spaced laterally from the first column so that a wall opening can be formed therebetween. The wall opening is configured to receive one of a door and a window. The header has a first end positioned above the first column and a second end positioned above the second column. The header, the columns, and the truss plates collectively comprise a substantially rigid framework through which loads can be transmitted into a structural element below the wall. Each of the first and second columns comprises a first pair of substantially vertical studs laterally spaced from one another, and a holdown positioned between and secured to the studs and to the structural element below the wall to prevent the studs from moving upward relative to the structural element.
In another aspect, the present invention provides a segment of a wall of a building, the wall formed above a structural element of the building. The wall segment comprises first, second, and third substantially vertical studs, a holdown, first and second web members, and a small beam-separation block. The second stud is spaced from the first stud, and the third stud is spaced from the second stud so that the second stud is between the first and third studs. The holdown is secured to the first and second studs and to the structural element below the wall to prevent the first and second studs from moving upward relative to the structural element. The holdown comprises a rigid member positioned between and secured directly to both the first and second studs, and a substantially vertical rod having an upper portion engaged with the rigid member so that the rigid member is prevented from moving upward relative to the rod. The rod also has a lower portion secured to the structural element below the wall.
The first web member is oriented diagonally between the second and third studs. The first web member has a top end with a lateral surface bearing against the third stud. The first web member also has a bottom end with a lateral surface and a bottom surface, the lateral surface bearing against the second stud. The beam-separation block has a top surface, a lateral surface, and a bottom surface. The top surface of the beam-separation block bears against the bottom surface of the bottom end of the first web member. The lateral surface of the beam-separation block bears against the second stud. The second web member is oriented diagonally between the second and third studs. The second web member has a top end with a top surface and a lateral surface, the top surface bearing against the bottom surface of the beam-separation block and the lateral surface bearing against the second stud. The second web member also has a bottom end with a lateral surface bearing against the third stud. The beam-separation block is sized and shaped so that a load path defined by the first web member and a load path defined by the second web member intersect substantially on a line that is collinear with the rod.
In another aspect, the present invention provides a segment of a wall of a building, the wall formed above a structural element of the building. The wall segment comprises first, second, and third substantially vertical studs, first and second web members, and a holdown secured to the first and second studs and to the structural element below the wall to prevent the first and second studs from moving upward relative to the structural element. The second stud is spaced from the first stud, and the third stud is spaced from the second stud so that the second stud is between the first and third studs. The holdown comprises a rigid member positioned between and secured directly to both the first and second studs, and a substantially vertical rod having an upper portion engaged with the rigid member so that the rigid member is prevented from moving upward relative to the rod. The rod also has a lower portion secured to the structural element below the wall. Each of the first and second web members is oriented diagonally between the second and third studs. The first web member defines a first load path and has a top end bearing against the third stud and a bottom end bearing against the second stud. The second web member defines a second load path and has a top end bearing against the second stud and a bottom end bearing against the third stud. The web members are oriented so that the first and second load paths intersect substantially on a line that is collinear with the rod.
In another aspect, the present invention provides a load-resisting segment of a building structure, the segment comprising an elongated load transmission structure, a beam generally parallel to and spaced from the load transmission structure, first and second web members, a small web-spacer block, and a truss plate secured to sides of the load transmission structure, the first web member, the second web member, and the web-spacer block. Each of the web members is oriented diagonally between the beam and the load transmission structure. The first web member has a top end with a lateral surface bearing against the beam. The first web member also has a bottom end with a lateral surface and a bottom surface, the lateral surface bearing against the load transmission structure. The web-spacer block has a top surface, a lateral surface, and a bottom surface. The top surface of the web-spacer block bears against the bottom surface of the bottom end of the first web member, and the lateral surface of the web-spacer block bears against the load transmission structure. The second web member has a top end with a top surface and a lateral surface, the top surface bearing against the bottom surface of the web-spacer block and the lateral surface bearing against the load transmission structure. The second web member also has a bottom end with a lateral surface bearing against the beam. The web-spacer block is sized and shaped so that a line that is collinear with a primary load path of the first web member and a line that is collinear with a primary load path of the second web member intersect substantially on a primary load path of the load transmission structure.
In another aspect, the present invention provides a load-resisting segment of a building structure, comprising a substantially rigid framework of beams forming a truss, a plate secured to a side of the framework of beams, and a strip of material secured to the plate. The plate fixes a set of the beams together at connection points therebetween. The plate overlies portions of the set of beams. Each of the portions of the set of beams defines a load path and is configured to transmit loads that are shared by the plate. When the framework of beams is under a load, the load paths result in a first net load in a first portion of the plate and a second net load in a second portion of the plate. The directions of the first and second net loads are generally opposite to one another. The strip of material is secured to the plate along a border between the first and second portions of the plate. The strip of material is configured to resist tearing of the plate along the border.
In another aspect, the present invention provides a substantially rigid load-resisting frame for an opening of a building structure, comprising first, second, and third structural borders for the opening, and first and second truss plates. The first structural border comprises a first elongated load transmission structure and a second elongated load transmission structure that is generally parallel to and spaced laterally from the first load transmission structure. Similarly, the second structural border comprises a third elongated load transmission structure and a fourth elongated load transmission structure that is generally parallel to and spaced laterally from the third load transmission structure. The second structural border is spaced laterally from the first structural border so that the opening is formed between the second and third load transmission structures. The third structural border has a first end portion positioned adjacently to an end of the first structural border and a second end portion positioned adjacently to an end of the second structural border. The structural borders collectively comprise a substantially rigid framework. The first truss plate is secured to front sides of the first load transmission structure and the third structural border. The second truss plate is secured to front sides of the second load transmission structure and the third structural border. The first and second truss plates overlie a majority of the entire distance between the first and second load transmission structures. The first and second truss plates share loads transmitted between the first and third structural borders.
In another aspect, the present invention provides a load-resisting segment of a building structure, comprising a first beam, a second beam having a side positioned at an end of the first beam, and a compression plate interposed between the end of the first beam and the side of the second beam. The compression plate spreads out loads transmitted from the first beam into the second beam.
In another aspect, the present invention provides a substantially rigid frame for an opening of a wall of a building, comprising first and second substantially vertical columns, a substantially horizontal header, a plurality of substantially horizontal compression plates, and one or more truss plates. The first column comprises a first substantially vertical post and a second substantially vertical post spaced laterally from the first post. Similarly, the second column comprises a third substantially vertical post and a fourth substantially vertical post spaced laterally from the third post. The second column is spaced laterally from the first column so that the second and third posts define ends of a wall opening configured to receive one of a door and window. The header has a first end positioned above the first column and a second end positioned above the second column, the header and columns collectively comprising a substantially rigid framework. The compression plates are interposed between upper ends of the posts and lower surfaces of the header. The one or more truss plates are secured to a side of the header and to a side of at least one of the posts. The one or more truss plates are configured to share loads transmitted within the header and/or posts. The frame is configured so that loads within the header are transmitted vertically through the columns to a structural element of the building, the structural element being below the wall.
In another aspect, the present invention provides a load-resisting segment of a building structure, comprising a plurality of beams joined together to form a rigid framework, and a truss plate having teeth formed by punching through the truss plate. A side of the truss plate is secured to a side of the framework with the teeth piercing into the framework. The truss plate secures connections between two or more of the beams. The side of the truss plate includes a first set of one or more portions in direct contact with said two or more of the beams and a second set of one or more portions not in contact with said two or more of the beams. At least one of the second set of one or more portions is devoid of the teeth.
In another aspect, the present invention provides a load-resisting segment of a building structure, comprising a plurality of beams joined together to form a rigid framework, and a truss plate having a side secured to a side of the framework. The truss plate secures connections between two or more of the beams. The side of the truss plate includes a first set of one or more portions in direct contact with said two or more of the beams and a second set of one or more portions not in contact with said two or more of the beams. At least one of the second set of one or more portions includes ribs for increasing the strength of the truss plate.
In another aspect, the present invention provides a wall segment without any openings. The wall segment comprises a substantially horizontal bottom chord, a substantially horizontal top chord spaced above the bottom chord, a plurality of substantially vertical studs extending between the top and bottom chords, truss plates securing connections of the studs to the top and bottom chords, and a holdown positioned between and secured to both studs of a pair of the studs. The holdown is also secured to a structural element below the wall segment to prevent the pair of studs from moving upward relative to the structural element.
In another aspect, the present invention provides a method of manufacturing a truss segment. A plurality of beams is provided on a substantially flat surface, and the beams are arranged into a desired truss framework. Two holdowns are also provided on the flat surface, each holdown being positioned between and secured to both beams of a pair of the beams. Each holdown comprises a rigid member positioned between and secured directly to both beams of the pair of beams, and a rod having an end portion engaged with the rigid member so that the rigid member is prevented from moving in one direction relative to the rod. A first set of truss plates is secured onto a first side of the framework. Each of the truss plates secures connections of the beams to each other.
For purposes of summarizing the invention and the advantages achieved over the prior art, certain objects and advantages of the invention have been described herein above. Of course, it is to be understood that not necessarily all such objects or advantages may be achieved in accordance with any particular embodiment of the invention. Thus, for example, those skilled in the art will recognize that the invention may be embodied or carried out in a manner that achieves or optimizes one advantage or group of advantages as taught herein without necessarily achieving other objects or advantages as may be taught or suggested herein.
All of these embodiments are intended to be within the scope of the invention herein disclosed. These and other embodiments of the present invention will become readily apparent to those skilled in the art from the following detailed description of the preferred embodiments having reference to the attached figures, the invention not being limited to any particular preferred embodiment(s) disclosed.
While described below primarily in the context of walls, skilled artisans will readily appreciate that the teachings of the present invention can be extended to other building portions, including floors, ceilings, roofs, and the like. Thus, the invention is not limited to components for use within walls, but also includes components for use within floors, ceilings, roofs, and the like.
The present invention provides the wood construction industry with prefabricated wall components that can be easily assembled into the building structure on a construction site. The wall components of the invention advantageously utilize truss plates and wood framing to provide a stronger lateral load-resisting wall segment than those of the prior art.
Each column 32 includes a plurality of vertical studs 36. In one embodiment, the studs 36 and other frame members comprise nominally 2×4 members (which are actually 1.5×3.5 inches in cross-section). Many other cross-sectional dimensions are possible for the studs 36 and other frame members, such as 4×4, 3×6, 6×6, etc. In the illustrated embodiment, the members are oriented so as to have a depth (the dimension leading out of the page) of 3.5 inches. In the illustrated embodiment, each column 32 includes four vertical studs 36, or two pairs of studs. In each column 32, the first and second studs 32 are secured together and to a structural element below the truss frame 30 via a holdown 38. Similarly, the third and fourth studs 32 are also secured together and to the lower structural element by another holdown 38. While any of a variety of different types of holdowns can be used, the holdowns 38 are preferably one of the types disclosed in the '042 and '767 patents. Thus, the holdowns preferably include vertical rods 39 that extend into a structural element below the truss frame, such as a building foundation. Each side-by-side pair of studs 36 configured to be secured together by a holdown 38 is referred to herein as a “sandwich post.” While the illustrated columns 32 include two sandwich posts, they could alternatively include only one or even more than two sandwich posts. Also, the vertical positions of the channel-defining members 38 (see, e.g., the '767 patent) can vary, so long as the tie members of the holdowns extend downward to a structural element below the truss frame 30 (e.g., a building foundation or a horizontal load-bearing plate of a lower wall). The truss frame 30 can be prefabricated without the holdowns 38, which will ordinarily be secured on site during building assembly and construction.
With continued reference to
Still referring to
The illustrated truss frame 30 of
The column depicted in
With reference to
An alternative type of reinforcement for the connection of web members to other frame members is to strengthen the truss plates. For example, with reference to
In the illustrated embodiments of truss frames, the headers of the frames are shown as trusses (hence the term “truss header”). It will be appreciated that the truss headers could be replaced with a solid piece of wood, which is stronger. The headers can also comprise manufactured wood such as a glu-lam beam, a parallam, MicroLam, or any wood-like product that can be used as a beam.
For example,
Preferably, each of the columns 204 is substantially identical, except for having an inverted configuration so as to preserve symmetry about a vertical center axis of the truss frame 200. In the embodiment shown in
While any of a variety of different types of holdowns can be used, the holdowns 242 and 244 are preferably one of the types disclosed in the '042 and '767 patents. A preferred holdown design is commercially available from Trussed, Inc. of Perris, California under the trade name “Tension Tie” or “T2”. This type of holdown comprises a rigid member and a tie member. The rigid member is preferably a channel-defining member configured to be secured laterally to a vertical stud (in the illustrated design it is secured laterally to two studs). The tie member (preferably a threaded rod with a diameter between 0.5-1.0 inches, and more preferably about 0.75 inches) has a lower end configured to be secured to a structural member below the wall (such as a building foundation or a structural member of a lower floor of the building) and an upper end secured to the channel-defining member so that the channel-defining member is prevented from moving upward with respect to the tie member.
The connections of the web members 246, beam-separation blocks 248, and posts 238 and 240 are secured by pairs of column truss plates 250. As explained above with respect to the header truss plates 212, one failure mode of the column truss plates 250 is tearing or shearing due to the combination of loads experienced by each plate 250. When a shear load is experienced within the truss frame 200, the column truss plates 250 experience loads transmitted within the column web members 246 and the posts 238 and 240. While this risk of failure can be reduced by increasing the thickness of the truss plates 250, that would increase wall thickness and cost. The beam-separation blocks 248 help to reduce this risk of failure by spacing apart the ends of adjacent web members 246. For example,
In order to further reduce the risk of failure of the truss plates 250, vertically oriented plate-support blocks 260 are preferably provided between the studs of each sandwich post at about the same vertical levels of the beam-separation blocks 248. The blocks 260 achieve this goal by increasing the surface area of engagement of the truss plates 250. With reference again to
With reference to
The connection truss plates 228 are subjected to complex loads, including moment forces transmitted between the header 202 and the columns 204. It has been observed that this set of loads can cause the truss plates 228 to shear or tear. Due to these moment forces, the risk of this mode of failure is present even if all of the compression and tension load paths through each plate 228 intersect at a single point. When the truss frame is under shear, the moment forces and linear loads experienced by the truss plates 228 result in a first net load in a first portion of the truss plate and a second net load in a second portion of the truss plate, the directions of the first and second net loads being generally opposite to one another. It has been observed that each plate 228 tends to shear along a straight generally vertical line or border that separates these first and second portions of the truss plate 228. With reference to
With continued reference to
The sill structure 305 defines a lower end of the window opening 301. In the illustrated embodiment, the sill structure 305 comprises a sill truss having an upper horizontal chord 332 (which is shown as two flush beams but which could alternatively be a single beam), a lower horizontal chord 334, sill web members 336, and pairs of sill truss plates 338. The illustrated sill truss 305 extends laterally across the entire truss frame 300 so that it is positioned below the bottom ends of the columns 304. However, the outer studs 330 of the columns 304 preferably extend along the sides of the sill truss 305 all the way to the bottom of the truss frame 300, which provides for a more rigid connection of the columns 304 to the still truss. The connection of the columns 304 to the sill truss 305 is strengthened by the use of connection truss plates 340 that are similar to the connection truss plates 328 secured to the header 302. The connection truss plates 340 can include strips or band-aids as described above with respect to
The truss panel 400 preferably also includes plate-support blocks 418 that help support the truss plates 420 that are secured at the connections of the posts 406, web members 414, and beam-separation blocks 416 that bear against the posts 406. The plate-support blocks 418 are analogous to the plate-support blocks 260 and 326 of
Another embodiment of the present invention is a “truss wall,” a large wall segment designed for light loads, such as interior walls.
The illustrated truss wall 170 includes one sandwich post containing two holdowns 180. One of the holdowns 180 secures the truss wall 170 to a structural element below, while the other holdown 180 secures the truss wall 170 to a structural element above. It should be noted that for many of the embodiments of wall segments of the invention (including truss panels and truss walls), it is possible to have (1) holdowns securing the wall segment to a structural element above, (2) holdowns securing the wall segment both above and below, and (3) holdowns extending through multiple floors of a building.
The following is a description of preferred methods of manufacturing the above-described load-resisting truss segments. The following description is primarily directed to methods that are at least partially automated, but it will be understood that these manufacturing steps can be conducted in a completely manual process. Manual methods may be preferred in some cases in which it is not cost-effective to invest in equipment for automated manufacturing. Skilled artisans will also understand that the truss segments can alternatively be formed according to methods other than those described below.
A preferred manufacturing method begins with detailed truss design information in the form of, for example, a drawing or a data file readable by a computer. The truss design information can be created using matrix methods engineering analysis. The truss design information preferably includes a listing of all of the individual parts of the truss segment, including every elongated chord (a “chord” includes vertical and horizontal studs or beams), block, truss plate, band-aid, compression plate, holdown member, web member, etc. The truss design information preferably also includes overall dimensions of these parts, as well as dimensions of any openings in the truss segment. The individual parts can be sequentially numbered in a bill of materials format for manufacturing.
In embodiments in which the truss segment is primarily formed of wood, the wooden members are preferably cut to size by the use of a saw. The truss design information preferably includes a detailed cut list identifying all of the saw cuts to be made. The saw cut list is sent to a preferably computer-controlled saw that cuts raw wood members to form the wooden parts of the assembly. The truss design information is preferably configured to optimize the use of wood so that there is little if any wooden waste. The cut pieces of wood are then appropriately marked (e.g., numbered) for identification purposes to facilitate later assembly. The marking can be done by automated equipment, such as by the saw itself.
The next step in the process is to assemble the pieces of the truss segment together. The beams, web members, compression plates (if any), and other parts (but not the truss plates) are placed onto a strong, rigid assembly table that has a very flat surface or “working plane.” The table preferably also includes “fences,” i.e., elements that extend vertically from the working plane and prevent lateral movement of one or more of the parts of the truss segment. The lateral positions of the fences are preferably adjustable. The fences preferably outline the overall dimensions of the truss segment, as well as any openings (if any) in the truss segment. The process preferably involves automated equipment that sorts and positions the pieces of the truss segment onto the working plane, so that all of the pieces occupy the positions they are to have in the completed truss segment. One or more lateral presses are preferably utilized to push all of the pieces against the fences to obtain a tight fit. Corrugated fasteners may be used at the joints to hold the pieces into the desired positions.
Once all of the pieces are sorted and positioned on the working plane and the press is pushing the pieces against the fences, the truss plates are then secured to sides of the pieces. In a preferred embodiment, the assembled pieces are formed of wood and the truss plates are metal and have punched teeth, such as the teeth described in the '176 patent. The truss plates are laid onto the wood pieces and then a press is utilized to apply downward force onto the truss plates to cause the teeth of the truss plates to pierce into and securely engage the wood pieces. In one embodiment, the press comprises one or more rollers of the assembly table, the rollers preferably being vertically movable with respect to the working plane to accommodate truss segments of different thicknesses. The rollers roll across the entire truss with sufficient force to set the truss plates. In another embodiment, the press comprises a vertical press that is positioned over the truss plates and then moved downward to press the truss plates into the wood pieces. After the truss plates are secured to the wood pieces, the assembly is lifted off of the working plane and flipped upside down. Then, additional truss plates are laid onto the opposite side of the assembly and then the press is utilized to press such truss plates into the wood pieces. In this way, the truss plates are secured to both sides of the truss segment. There is of course no need to flip the truss segment over and put press on additional truss plates if the design only calls for truss plates on one side of the segment.
In a simpler method, a first set of truss plates are first laid onto the working plane first, with punched teeth pointed upward. The remaining pieces of the truss segment are then placed onto the first set of truss plates in the positions that the pieces are to have in the desired truss segment. Then, a second set of truss plates are placed onto the top of the assembly, with the punched teeth pointed downward. The press is then utilized to press the entire assembly together so that both sets of truss plates pierce into the wood pieces from both sides. Since this simplified method involves only one pressing, it is faster and involves fewer steps. However, it may be somewhat more difficult to position the truss plates with a high degree of accuracy.
After the truss plates are initially pressed onto the truss segment as described above, some of the truss plates may not be completely engaged onto the wood pieces. In one embodiment, the assembly is then moved to a secondary roller press for additional pressing of the truss plates onto the wood pieces. The secondary roller press preferably involves the use of rollers at two or more depths. This is particularly useful if the plate area is large. It may involve multiple passes of rollers at various depths to press the plates completely into the wood pieces.
After the press operation(s), the truss segment is preferably transferred to a packaging station for packaging multiple truss segments together. Truss segments designed for use in a single building structure are preferably packaged together. More preferably, the truss segments of a single building structure are bundled for delivery in a manner that permits them to be unbundled or unloaded from a truck in the order that they are to be installed in a building structure. This streamlines the process of constructing the building, so that the builder can unload or unbundled the truss segments and place them directly into the building structure as needed.
Depending upon building design, a truss segment may need to features for electrical lines, plumbing, insulation, and other building systems. For example, the truss segment may need holes for electrical lines or conduits (such as PVC piping) for plumbing. Since the presence of holes and conduits may affect the load-resisting performance of the truss segment, care should be taken in selecting where the holes or conduits are located. In one embodiment, the truss segment manufacturer provides field instructions on where and how to form the holes and install the conduits. In another embodiment, the truss segment manufacturer forms the holes and/or conduits in the manufacturing process. The formation of holes is optionally a step added to the wood member cutting process described above. The provision of conduits (such as PVC piping) is optionally a step added to the table assembly process described above. One problem with permitting the field labor to provide the holes and/or conduits is that the truss plates and wood pieces can inhibit the field labor. The denser a truss segment is with truss plates and wood pieces, the more difficult it is for field labor to form the holes and/or conduits. Thus, for denser truss segments it may be preferred to form the holes and/or conduits during the manufacturing process.
The manufacturer can also provide blown insulation that forms hard. If the manufacturer provides insulation, blown insulation is preferred over insulation batts held with wires because the batts may present difficulties with respect to transportation and on-site installation. As explained above, for denser truss segments it may be preferred to provide the insulation during the manufacturing process.
Although this invention has been disclosed in the context of certain preferred embodiments and examples, it will be understood by those skilled in the art that the present invention extends beyond the specifically disclosed embodiments to other alternative embodiments and/or uses of the invention and obvious modifications and equivalents thereof. Further, the various features of this invention can be used alone, or in combination with other features of this invention other than as expressly described above. Thus, it is intended that the scope of the present invention herein disclosed should not be limited by the particular disclosed embodiments described above, but should be determined only by a fair reading of the claims that follow.
This application is a continuation of U.S. patent application Ser. No. 12/616,064, filed Nov. 10, 2009, now U.S. Pat. No. 8,240,106, issued Aug. 14, 2012, which is a continuation of U.S. patent application Ser. No. 10/962,185, filed Oct. 7, 2004, now U.S. Pat. No. 7,634,888, issued Dec. 22, 2009, which claims priority under 35 U.S.C. §119(e) to U.S. Provisional Patent Application No. 60/509,683, filed Oct. 7, 2003. This application incorporates by reference the entire disclosures of U.S. patent application Ser. No. 10/962,185, filed Oct. 7, 2004; U.S. Pat. Nos. 4,639,176 to Smith et al. (hereinafter “the '176 patent”); 5,921,042 to Ashton et al. (hereinafter “the '042 patent”); and 6,389,767 to Lucey et al. (hereinafter “the '767 patent”).
Number | Date | Country | |
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60509683 | Oct 2003 | US |
Number | Date | Country | |
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Parent | 12616064 | Nov 2009 | US |
Child | 13572477 | US | |
Parent | 10962185 | Oct 2004 | US |
Child | 12616064 | US |