US20110252732A1 - Contraction and expansion management (CEM) joint - Google Patents
Contraction and expansion management (CEM) joint Download PDFInfo
- Publication number
- US20110252732A1 US20110252732A1 US12/662,427 US66242710A US2011252732A1 US 20110252732 A1 US20110252732 A1 US 20110252732A1 US 66242710 A US66242710 A US 66242710A US 2011252732 A1 US2011252732 A1 US 2011252732A1
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- United States
- Prior art keywords
- truss
- segment
- receptacle
- sleeve
- expansion joint
- 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.)
- Abandoned
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- 230000008602 contraction Effects 0.000 title abstract description 17
- 229920001971 elastomer Polymers 0.000 claims abstract description 15
- 239000000806 elastomer Substances 0.000 claims abstract description 5
- 238000003780 insertion Methods 0.000 claims description 43
- 230000037431 insertion Effects 0.000 claims description 43
- 239000010410 layer Substances 0.000 claims description 26
- 239000011241 protective layer Substances 0.000 claims description 13
- -1 ethylene propylene diene Chemical class 0.000 claims description 10
- 238000010276 construction Methods 0.000 claims description 9
- 230000000994 depressogenic effect Effects 0.000 claims description 4
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 claims description 3
- 239000005977 Ethylene Substances 0.000 claims description 3
- 150000001993 dienes Chemical class 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 241001125877 Gobio gobio Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000000881 depressing effect Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000009436 residential construction Methods 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/17—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with non-parallel upper and lower edges, e.g. roof trusses
Definitions
- This invention relates generally to the inclusion of contraction and expansion management (CEM) joints in truss structures to minimize distortion, lift, and other problems encountered with expansion and contraction of the truss structure, especially relative to the structure around the truss.
- CEM contraction and expansion management
- Trusses are used in a broad range of applications ranging from steel superstructures and commercial applications to wooden roof supports for houses.
- Attics of modern houses typically have trusses rather than rafters and ceiling joists. Because trusses typically are constructed from several members, trusses are susceptible to deformation from expansion and contraction. For example, as a wooden truss loses moisture over time, and as the temperature and humidity of the surrounding environment fluctuates due to changing weather conditions, the spanning member of each of the various trusses used to construct a roof will flex or bow in response to these changing environmental conditions. As these conditions fluctuate and as the spanning member begins to flex or bow, the nails or like implements which are typically relied upon to secure the truss to the various plate members of the interior walls often bend, allowing a bowing or flexing action to occur. The bowing or flexing of each of the spanning members can become significant, and often results in a bulging exceeding 1 ⁇ 2′′ to about 3 ⁇ 4′′ at various points.
- wall board or dry-wall board secured to the underside of the spanning member deforms. For example, a portion of a ceiling of an interior room is typically lifted upward. When this occurs, the tape at the joints of upper side walls is pulled outward of the joint as the ceiling wall board or dry wall is lifted upward, thus causing significant damage to the finish of the corners of the interior rooms of the dwelling and further causing an unsightly and unfinished appearance. This problem is sometimes called “truss lift” or “truss uplift.”
- the '681 patent describes the problem of truss members bowing or flexing. It notes that wall board or dry-wall board secured to the underside of the spanning member can deform due to fluctuations in moisture and temperature.
- the truss bracket of the '681 is designed to more securely affix the truss chord to ceiling, thereby reducing deformation.
- this solution seeks to control rather than accommodate contraction or expansion, and over time, the bracket can come loose or cause damage to the ceiling. In some cases, damage results when the bracket causes the wall to lift along with the truss.
- the present invention provides a novel solution to truss lift and other problems associated with expansion and contraction of truss members.
- An anti-lift contraction and expansion management (CEM) joint is provided within the truss that accommodates expansion and contraction forces without permitting deformation of the truss. Damage to the surrounding structure resulting from truss expansion and contraction is thereby avoided.
- CEM anti-lift contraction and expansion management
- a CEM joint is included within at least one member of a truss.
- the CEM joint has a receptacle segment and an insertion segment.
- the receptacle segment may have a plate extending along a cross-section of the truss member, which acts as a stop.
- an elastic layer such as an elastomer gasket.
- a plate sleeve Surrounding the sides of the receptacle, and extending beyond the plate and gasket, is a plate sleeve which fits around the insertion segment.
- the plate sleeve may have one or more holes for receiving one or more buttons located on the insertion segment which lock the insertion segment into place once the buttons are depressed, the insertion segment is placed inside the receptacle, and the buttons are raised through the holes.
- FIG. 1 is a front view of a king-post truss with CEM joints.
- FIG. 2 is a perspective view of expansion joint in a truss member.
- FIG. 3 is an exploded view of expansion joint attachment mechanism.
- FIG. 4 is a detailed perspective view of a CEM joint receptor segment.
- FIG. 5 is a detailed perspective view of a CEM joint insertion segment.
- FIG. 6 is a front view of a W-truss with CEM joints.
- FIG. 7 is a perspective view of a CEM joint in a truss member.
- FIG. 8 is a perspective view of a CEM joint in a truss member.
- FIG. 9 is a lateral sectional view of a CEM joint in a truss member.
- the contraction and expansion management truss device of the present invention comprises a truss having a CEM joint situated in a member of the truss.
- the term “expansion” as used in this written description encompasses both expansion and contraction.
- the CEM joint of the present invention is an expansion point comprising a receptacle segment, an insertion segment, and a means for attaching the two segments.
- the truss of the present invention incorporates a CEM expansion joint.
- a truss has an expansion joint situated in a member of the truss, the truss comprising: (1) at least one chord member and at least one web member; (2) an expansion joint situated in a truss member, and (3) a means for attaching the insertion segment to the receptacle segment.
- the expansion joint comprises a receptacle segment comprising a protective layer, an elastic layer, and a sleeve secured to the receptacle segment and extending outward.
- the insertion segment comprises an end portion that fits into the sleeve of the receptacle segment.
- the truss of the present invention may be a construction truss for a roof, a structural truss, or other truss where expansion or contraction of truss members may cause distortion of the surrounding structure.
- Two examples of trusses embodied in the present invention are the king-post truss ( FIG. 1 ) and W-truss ( FIG. 6 ).
- a truss as contemplated by this invention, for example king-post truss 1 in FIG. 1 has at least one chord member 2 , at least one web member 3 , and at least one CEM joint 4 situated in a truss member, preferably a truss web member 3 .
- Trusses particularly well suited for the resent invention include wooden construction trusses having wooden web and chord members.
- the number and geometry of truss members may vary, and one skilled in the art would appreciate the various ways CEM joints may be utilized in various truss geometries. Thus, the location, size, and number of truss web and chord members do not limit the claimed invention.
- the CEM joint 4 as illustrated in FIG. 2 , comprises a receptacle segment 5 and an insertion segment 6 .
- the CEM joint 4 is connected by a suitable attachment mechanism, such as the slot 8 , button 7 , and sleeve 10 attachment means shown in FIG. 2 .
- FIG. 3 illustrates an embodiment of an unattached CEM joint 4 of the present invention, showing the attachment system in further detail additionally depicting the hole 9 in the receptacle segment 5 for the button 7 .
- the insertion segment 6 is slidably mounted inside the sleeve 10 of the receptacle segment 5 .
- FIG. 4 depicts the receptacle segment 5 .
- the receptacle segment 5 is connected to the truss web member 3 and has an end comprising a protective layer 14 that may serve to evenly distribute force along the cross section of the truss web member 3 .
- the protective layer may be a metal plate protective layer, or it may be any suitable barrier that serves to shield the end of the truss in contact with the receptacle end.
- the receptacle segment 5 further comprises an elastic layer 12 which is positioned between the protective layer 14 and the end portion of the insertion segment 6 shown in FIGS. 3 and 5 .
- a sleeve 10 is located at the end of the receptacle segment 5 , positioned to fit around and secure the end portion of the insertion segment 6 .
- the elastic layer 12 of the receptacle segment is intended to provide a flexible barrier to unwanted expansion in the CEM joint. As the truss member expands, the CEM joint experiences the force of the insertion segment impinging on receptacle segment.
- the elastic layer serves to absorb this force, limit deformation, and maintain the structural integrity of the web member.
- the elastic layer is made of an elastic material which absorbs force from truss member expansion by contracting in the center and pushing material outwards.
- the elastic layer 12 may be made of any suitable material capable of absorbing forces due to expansion while maintaining the structural integrity of the truss member.
- the elastic layer could comprise a hydraulic or pneumatic piston.
- the elastic layer comprises a layer of elastic polymer, preferably an elastomer, and more preferably, ethylene propylene diene M-class rubber.
- the chemical composition of the ethylene propylene diene M-class rubber may be optimized as suitable.
- the ethylene propylene diene M-class rubber has an ethylene content from 45% to 75% by weight, and more preferably 65% to 70% by weight.
- the ethylene propylene diene M-class rubber has a diene content from 3% to 12% by weight, and more preferably 5.5% to 10% by weight.
- the CEM joint 4 of the present invention has a means for attaching the receptacle segment 5 and insertion segment 6 .
- the means for attaching is a system of a slot 8 , button 7 , and sleeve 10 .
- any suitable means for attaching may be used, for example a telescoping friction fitting, an accordion connector, gudgeon and pintle system, or equivalent.
- a pin and through-holes are employed for this purpose.
- the present invention is not intended to be limited by the means for attaching the segments, and one skilled in the art of structural engineering would readily substitute various equivalent attaching means suitable for use in the present invention.
- the receptacle segment 5 is situated in a truss member, preferably a truss web member 3 which may have cleats 11 located on one or more surfaces.
- the sleeve 10 of the receptacle segment is designed to fit around the end of the insertion segment. It may serve multiple purposes, such as: (1) acting as part of the means for attaching the two segments; (2) minimizing distortion from contraction; and (3) evenly distributing force over the cross-section of the elastic layer. In one embodiment of the claimed invention, the sleeve surrounds the end portion of the insertion segment when the two segments are attached.
- the sleeve may be made from any suitable material, including metal or plastic.
- the sleeve is not rigidly secured to the receptacle segment. Rather, it is fitted around the end of the truss member adjoining the receptacle segment, but may translate over at least a portion of the length of the truss member. In this way, the sleeve may accommodate contractive force when attached to the insertion segment of the CEM joint. When the member contracts, the CEM joint experiences forces pulling the segments away from each other.
- a sleeve according to this embodiment is attached to the insertion segment, but may translate across the receptacle segment, thereby accommodating the contractive forces that might otherwise stress or damage the CEM joint.
- not all CEM joints of the present invention employ a sleeve of this nature. Rather, it may be preferable to have the sleeve rigidly attached to the receptacle segment.
- FIG. 5 illustrates one example of the insertion segment 6 of the CEM joint of the claimed invention.
- the insertion segment 6 embodied in this drawing has an end portion 15 that fits into the sleeve 10 of the receptacle segment 5 .
- a means for attaching the receptacle segment 5 and insertion segment 6 is illustrated in FIGS. 3 , 4 , and 5 .
- the means for attaching depicted comprises a hole 9 in the sleeve 10 , and a corresponding button 7 located on the end portion 15 of the insertion segment 6 .
- it is preferred that the end portion 15 of the insertion segment 6 is designed to fit snugly into the sleeve 10 of the receptacle segment 5 .
- the button 7 may be depressed and passed through a slot 8 in the sleeve 10 of the receptacle segment 5 , as shown in FIG. 4 , and then locked into place by extending through the hole 9 , as depicted in FIG. 3 .
- the end portion 15 of the insertion segment 6 may thereby be slidably mounted into sleeve 10 and attached to the receptacle segment 5 .
- This system functions as a means for attaching the two segments.
- FIG. 6 illustrates the present invention where CEM joints 4 are mounted in a W-truss, 21 .
- FIG. 7 shows an embodiment of the present invention where the attaching means comprises multiple slots 8 and buttons 7 .
- the buttons may be attached to each other to facilitate depressing and extending the buttons 7 during attachment into the sleeve 10 of the receptacle segment 5 .
- the CEM joints may be designed to be inserted into truss web members.
- an ordinary truss may be converted to a modified contraction and expansion management CEM truss by placing CEM joints into truss web members. This may be accomplished by the designing the insertion segment 6 and receptacle segment 5 to be incorporated into the truss web member 3 . For example, the ends of the segments 5 and 6 may be adhered to the cut away ends of the web member 3 .
- a continuous web member 3 is prepared by cutting away or otherwise removing a portion of truss web member roughly corresponding to the size of the CEM joint 4 .
- FIG. 8 Another embodiment of the present invention is depicted in FIG. 8 .
- This pin CEM joint 17 is similar to previously described embodiments with the additional feature of having a pin 18 located in the sleeve 10 of the receptacle segment 5 .
- the pin 18 runs through a hole in the receptacle segment 5 and a corresponding hole in the insertion segment 6 .
- Cleats 11 may be located on one or more surfaces of the segments.
- FIG. 9 Another view of the pin CEM joint 17 embodiment appears in FIG. 9 .
- This is a lateral sectional view of a pin CEM joint incorporated into truss member 3 .
- An elastic layer 12 is situated towards the end portion 15 of the insertion segment 6 .
- a pin 18 is located in the sleeve 10 of the receptacle segment 5 . The pin 18 runs through a hole in the receptacle segment 5 and passes through the elastic layer 12 and a corresponding hole in the insertion segment 6 .
- the pin 18 can be any variety of suitable members known to those of skill in the structural engineering arts. Considerations for the pin construction include rigidity, strength, surface characteristics, and means for maintaining the pin in position. Means for maintaining the pin in position include but are not limited to secondary pins, such as cotter pins, braces, ties, clips, threads, nuts, or any other suitable means.
- the pin may or may not be allowed to rotate in its position and may contain one or more protective layers to limit wear on the pin surface or on any contacting surface, such as that of the elastic layer 12 .
- the elastic layer 12 is positioned between a protective layer 14 near the end portion of the insertion segment 6 .
- the protective layer 14 may serve to distribute stresses on the receptacle segment 5 .
- the expansion joint in this example has an approximately constant cross-sectional area along the length of the expansion joint and has approximately the same cross-sectional area as the truss web.
- other embodiments of the claimed invention may have cross-sectional areas that vary substantially.
- the present invention may incorporate various types, sizes and shapes of trusses. Indeed, trusses for various purposes are made in various shapes, sizes and materials. In the context of residential construction, trusses are often prefabricated structural assemblies that support the roof and top floor ceilings. Trusses have been used in place of older roof framing. Most commonly, trusses are triangular and include cross members fastened with gusset plates. However, the present invention may be employed in other trusses, such as trapezoidal trusses or rectangular trusses.
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Abstract
As ambient conditions change around a truss structure, such as a wooden truss in an attic, webs of the truss are affected by changes of moisture and temperature in the air. As the end-grain of the webs expand and contract, a contraction and expansion management (CEM) joint minimizes unwanted expansion and contraction in the truss chord. An elastic layer such as an elastomer in the CEM joint absorbs expansion while plates around the CEM joint maintain rigidity of the chord, keeping it secure to the walls. As the moisture and temperature in the attic decrease, the end-grain of the truss returns to its original state.
Description
- This invention relates generally to the inclusion of contraction and expansion management (CEM) joints in truss structures to minimize distortion, lift, and other problems encountered with expansion and contraction of the truss structure, especially relative to the structure around the truss.
- The extensive use of trusses in modern construction enables many structural capabilities. Trusses are used in a broad range of applications ranging from steel superstructures and commercial applications to wooden roof supports for houses.
- Attics of modern houses typically have trusses rather than rafters and ceiling joists. Because trusses typically are constructed from several members, trusses are susceptible to deformation from expansion and contraction. For example, as a wooden truss loses moisture over time, and as the temperature and humidity of the surrounding environment fluctuates due to changing weather conditions, the spanning member of each of the various trusses used to construct a roof will flex or bow in response to these changing environmental conditions. As these conditions fluctuate and as the spanning member begins to flex or bow, the nails or like implements which are typically relied upon to secure the truss to the various plate members of the interior walls often bend, allowing a bowing or flexing action to occur. The bowing or flexing of each of the spanning members can become significant, and often results in a bulging exceeding ½″ to about ¾″ at various points.
- When such bowing or flexing of one or more of these spanning members occurs, wall board or dry-wall board secured to the underside of the spanning member deforms. For example, a portion of a ceiling of an interior room is typically lifted upward. When this occurs, the tape at the joints of upper side walls is pulled outward of the joint as the ceiling wall board or dry wall is lifted upward, thus causing significant damage to the finish of the corners of the interior rooms of the dwelling and further causing an unsightly and unfinished appearance. This problem is sometimes called “truss lift” or “truss uplift.”
- This particular problem has been known and is described in U.S. Pat. No. 6,009,681 issued to inventor L. Kozloff. The '681 patent is directed to a truss bracket for securing a spanning member of a truss to a wall plate member of an interior wall of a building such as a residential house.
- The '681 patent describes the problem of truss members bowing or flexing. It notes that wall board or dry-wall board secured to the underside of the spanning member can deform due to fluctuations in moisture and temperature. The truss bracket of the '681 is designed to more securely affix the truss chord to ceiling, thereby reducing deformation. However, this solution seeks to control rather than accommodate contraction or expansion, and over time, the bracket can come loose or cause damage to the ceiling. In some cases, damage results when the bracket causes the wall to lift along with the truss.
- Accordingly, there is a need for an improved device to address the problem of truss lift associated with truss member expansion and contraction.
- The present invention provides a novel solution to truss lift and other problems associated with expansion and contraction of truss members. An anti-lift contraction and expansion management (CEM) joint is provided within the truss that accommodates expansion and contraction forces without permitting deformation of the truss. Damage to the surrounding structure resulting from truss expansion and contraction is thereby avoided.
- A CEM joint is included within at least one member of a truss. The CEM joint has a receptacle segment and an insertion segment. The receptacle segment may have a plate extending along a cross-section of the truss member, which acts as a stop. Next to the plate stop is an elastic layer such as an elastomer gasket. Surrounding the sides of the receptacle, and extending beyond the plate and gasket, is a plate sleeve which fits around the insertion segment. The plate sleeve may have one or more holes for receiving one or more buttons located on the insertion segment which lock the insertion segment into place once the buttons are depressed, the insertion segment is placed inside the receptacle, and the buttons are raised through the holes.
-
FIG. 1 is a front view of a king-post truss with CEM joints. -
FIG. 2 is a perspective view of expansion joint in a truss member. -
FIG. 3 is an exploded view of expansion joint attachment mechanism. -
FIG. 4 is a detailed perspective view of a CEM joint receptor segment. -
FIG. 5 is a detailed perspective view of a CEM joint insertion segment. -
FIG. 6 is a front view of a W-truss with CEM joints. -
FIG. 7 is a perspective view of a CEM joint in a truss member. -
FIG. 8 is a perspective view of a CEM joint in a truss member. -
FIG. 9 is a lateral sectional view of a CEM joint in a truss member. - The contraction and expansion management truss device of the present invention comprises a truss having a CEM joint situated in a member of the truss. The term “expansion” as used in this written description encompasses both expansion and contraction. The CEM joint of the present invention is an expansion point comprising a receptacle segment, an insertion segment, and a means for attaching the two segments.
- The truss of the present invention incorporates a CEM expansion joint. Such a truss has an expansion joint situated in a member of the truss, the truss comprising: (1) at least one chord member and at least one web member; (2) an expansion joint situated in a truss member, and (3) a means for attaching the insertion segment to the receptacle segment.
- The expansion joint comprises a receptacle segment comprising a protective layer, an elastic layer, and a sleeve secured to the receptacle segment and extending outward.
- The insertion segment comprises an end portion that fits into the sleeve of the receptacle segment.
- The truss of the present invention may be a construction truss for a roof, a structural truss, or other truss where expansion or contraction of truss members may cause distortion of the surrounding structure. Two examples of trusses embodied in the present invention are the king-post truss (
FIG. 1 ) and W-truss (FIG. 6 ). A truss as contemplated by this invention, for example king-post truss 1 inFIG. 1 , has at least onechord member 2, at least oneweb member 3, and at least oneCEM joint 4 situated in a truss member, preferably atruss web member 3. Trusses particularly well suited for the resent invention include wooden construction trusses having wooden web and chord members. The number and geometry of truss members may vary, and one skilled in the art would appreciate the various ways CEM joints may be utilized in various truss geometries. Thus, the location, size, and number of truss web and chord members do not limit the claimed invention. - The
CEM joint 4, as illustrated inFIG. 2 , comprises areceptacle segment 5 and aninsertion segment 6. TheCEM joint 4 is connected by a suitable attachment mechanism, such as theslot 8,button 7, andsleeve 10 attachment means shown inFIG. 2 . -
FIG. 3 illustrates an embodiment of anunattached CEM joint 4 of the present invention, showing the attachment system in further detail additionally depicting thehole 9 in thereceptacle segment 5 for thebutton 7. In the embodiment illustrated inFIG. 3 , theinsertion segment 6 is slidably mounted inside thesleeve 10 of thereceptacle segment 5. -
FIG. 4 depicts thereceptacle segment 5. Thereceptacle segment 5 is connected to thetruss web member 3 and has an end comprising aprotective layer 14 that may serve to evenly distribute force along the cross section of thetruss web member 3. The protective layer may be a metal plate protective layer, or it may be any suitable barrier that serves to shield the end of the truss in contact with the receptacle end. - The
receptacle segment 5 further comprises anelastic layer 12 which is positioned between theprotective layer 14 and the end portion of theinsertion segment 6 shown inFIGS. 3 and 5 . According to the embodiment of the present invention inFIG. 4 , asleeve 10 is located at the end of thereceptacle segment 5, positioned to fit around and secure the end portion of theinsertion segment 6. - The
elastic layer 12 of the receptacle segment is intended to provide a flexible barrier to unwanted expansion in the CEM joint. As the truss member expands, the CEM joint experiences the force of the insertion segment impinging on receptacle segment. The elastic layer serves to absorb this force, limit deformation, and maintain the structural integrity of the web member. Thus, in one example, the elastic layer is made of an elastic material which absorbs force from truss member expansion by contracting in the center and pushing material outwards. - The
elastic layer 12 may be made of any suitable material capable of absorbing forces due to expansion while maintaining the structural integrity of the truss member. For example, the elastic layer could comprise a hydraulic or pneumatic piston. In the embodiment illustrated inFIG. 4 , the elastic layer comprises a layer of elastic polymer, preferably an elastomer, and more preferably, ethylene propylene diene M-class rubber. The chemical composition of the ethylene propylene diene M-class rubber may be optimized as suitable. Preferably, the ethylene propylene diene M-class rubber has an ethylene content from 45% to 75% by weight, and more preferably 65% to 70% by weight. - Preferably, the ethylene propylene diene M-class rubber has a diene content from 3% to 12% by weight, and more preferably 5.5% to 10% by weight.
- The
CEM joint 4 of the present invention has a means for attaching thereceptacle segment 5 andinsertion segment 6. InFIG. 3 throughFIG. 5 , the means for attaching is a system of aslot 8,button 7, andsleeve 10. However, any suitable means for attaching may be used, for example a telescoping friction fitting, an accordion connector, gudgeon and pintle system, or equivalent. In one embodiment of the present invention, a pin and through-holes are employed for this purpose. The present invention is not intended to be limited by the means for attaching the segments, and one skilled in the art of structural engineering would readily substitute various equivalent attaching means suitable for use in the present invention. - As further shown in
FIG. 4 , thereceptacle segment 5 is situated in a truss member, preferably atruss web member 3 which may havecleats 11 located on one or more surfaces. - The
sleeve 10 of the receptacle segment is designed to fit around the end of the insertion segment. It may serve multiple purposes, such as: (1) acting as part of the means for attaching the two segments; (2) minimizing distortion from contraction; and (3) evenly distributing force over the cross-section of the elastic layer. In one embodiment of the claimed invention, the sleeve surrounds the end portion of the insertion segment when the two segments are attached. The sleeve may be made from any suitable material, including metal or plastic. - In one embodiment of the present invention, the sleeve is not rigidly secured to the receptacle segment. Rather, it is fitted around the end of the truss member adjoining the receptacle segment, but may translate over at least a portion of the length of the truss member. In this way, the sleeve may accommodate contractive force when attached to the insertion segment of the CEM joint. When the member contracts, the CEM joint experiences forces pulling the segments away from each other. A sleeve according to this embodiment is attached to the insertion segment, but may translate across the receptacle segment, thereby accommodating the contractive forces that might otherwise stress or damage the CEM joint. However, not all CEM joints of the present invention employ a sleeve of this nature. Rather, it may be preferable to have the sleeve rigidly attached to the receptacle segment.
-
FIG. 5 illustrates one example of theinsertion segment 6 of the CEM joint of the claimed invention. Theinsertion segment 6 embodied in this drawing has anend portion 15 that fits into thesleeve 10 of thereceptacle segment 5. A means for attaching thereceptacle segment 5 andinsertion segment 6 is illustrated inFIGS. 3 , 4, and 5. The means for attaching depicted comprises ahole 9 in thesleeve 10, and acorresponding button 7 located on theend portion 15 of theinsertion segment 6. In one embodiment of the present invention, it is preferred that theend portion 15 of theinsertion segment 6 is designed to fit snugly into thesleeve 10 of thereceptacle segment 5. - The
button 7 may be depressed and passed through aslot 8 in thesleeve 10 of thereceptacle segment 5, as shown inFIG. 4 , and then locked into place by extending through thehole 9, as depicted inFIG. 3 . Theend portion 15 of theinsertion segment 6 may thereby be slidably mounted intosleeve 10 and attached to thereceptacle segment 5. This system functions as a means for attaching the two segments. -
FIG. 6 illustrates the present invention where CEM joints 4 are mounted in a W-truss, 21. -
FIG. 7 shows an embodiment of the present invention where the attaching means comprisesmultiple slots 8 andbuttons 7. The buttons may be attached to each other to facilitate depressing and extending thebuttons 7 during attachment into thesleeve 10 of thereceptacle segment 5. - It is intended by the present invention that where desirable, the CEM joints may be designed to be inserted into truss web members. In this instance, an ordinary truss may be converted to a modified contraction and expansion management CEM truss by placing CEM joints into truss web members. This may be accomplished by the designing the
insertion segment 6 andreceptacle segment 5 to be incorporated into thetruss web member 3. For example, the ends of thesegments web member 3. - In this example of the invention, a
continuous web member 3 is prepared by cutting away or otherwise removing a portion of truss web member roughly corresponding to the size of theCEM joint 4. - Another embodiment of the present invention is depicted in
FIG. 8 . This pin CEM joint 17 is similar to previously described embodiments with the additional feature of having apin 18 located in thesleeve 10 of thereceptacle segment 5. Thepin 18 runs through a hole in thereceptacle segment 5 and a corresponding hole in theinsertion segment 6.Cleats 11 may be located on one or more surfaces of the segments. - Another view of the pin CEM joint 17 embodiment appears in
FIG. 9 . This is a lateral sectional view of a pin CEM joint incorporated intotruss member 3. Anelastic layer 12 is situated towards theend portion 15 of theinsertion segment 6. Apin 18 is located in thesleeve 10 of thereceptacle segment 5. Thepin 18 runs through a hole in thereceptacle segment 5 and passes through theelastic layer 12 and a corresponding hole in theinsertion segment 6. - The
pin 18 can be any variety of suitable members known to those of skill in the structural engineering arts. Considerations for the pin construction include rigidity, strength, surface characteristics, and means for maintaining the pin in position. Means for maintaining the pin in position include but are not limited to secondary pins, such as cotter pins, braces, ties, clips, threads, nuts, or any other suitable means. The pin may or may not be allowed to rotate in its position and may contain one or more protective layers to limit wear on the pin surface or on any contacting surface, such as that of theelastic layer 12. - The
elastic layer 12 is positioned between aprotective layer 14 near the end portion of theinsertion segment 6. Theprotective layer 14 may serve to distribute stresses on thereceptacle segment 5. - The expansion joint in this example has an approximately constant cross-sectional area along the length of the expansion joint and has approximately the same cross-sectional area as the truss web. However, other embodiments of the claimed invention may have cross-sectional areas that vary substantially.
- The present invention may incorporate various types, sizes and shapes of trusses. Indeed, trusses for various purposes are made in various shapes, sizes and materials. In the context of residential construction, trusses are often prefabricated structural assemblies that support the roof and top floor ceilings. Trusses have been used in place of older roof framing. Most commonly, trusses are triangular and include cross members fastened with gusset plates. However, the present invention may be employed in other trusses, such as trapezoidal trusses or rectangular trusses.
- The many features and advantages of the present invention are apparent from the written description and thus, it is intended by the claims to cover all such features and advantages of the invention. Further, since numerous modifications and changes will readily become apparent to those skilled in the art, it is not desired to limit the invention to the exact construction and operation as illustrated or described. Hence, all suitable modifications and equivalents may be resorted to as falling within the scope of the invention.
Claims (19)
1. A truss having an expansion joint situated in a member of the truss, the truss comprising:
a. at least one chord member and at least one web member;
b. an expansion joint situated in a truss member, the expansion joint comprising
i. a receptacle segment comprising
1. a protective layer;
2. an elastic layer; and
3. a sleeve secured to the receptacle segment and extending outward;
ii. an insertion segment comprising an end portion that fits into the sleeve of the receptacle segment; and
iii. a means for attaching the insertion segment to the receptacle segment.
2. The truss of claim 1 wherein the expansion joint is situated in the truss web member.
3. The truss of claim 1 comprising a plate protective layer in the receptacle segment.
4. The truss of claim 1 comprising a metal plate protective layer in the receptacle segment.
5. The truss of claim 1 wherein the elastic layer is an elastomer.
6. The truss of claim 1 wherein the elastic layer is ethylene propylene diene M-class rubber.
7. The truss of claim 1 wherein the elastic layer is ethylene propylene diene M-class rubber having an ethylene content from 45% to 75%.
8. The truss of claim 1 wherein the elastic layer is ethylene propylene diene M-class rubber having an ethylene content from 65% to 70%.
9. The truss of claim 1 wherein the elastic layer is ethylene propylene diene M-class rubber having a diene content from 3% to 12% by weight.
10. The truss of claim 1 wherein the elastic layer is ethylene propylene diene M-class rubber having a diene content from 5.5% to 10% by weight.
11. The truss of claim 1 wherein the means for attaching the insertion segment to the receptacle segment comprises a hole located in the receptacle sleeve and a corresponding button on the insertion segment, which button may be depressed, inserted into the receptacle sleeve, and extended through the hole, thereby attaching the insertion and receptacle segments.
12. A construction truss having an expansion joint situated in a member of the truss, the truss comprising:
a. at least three wooden chord members and at least two wooden web members;
b. an expansion joint situated in a truss member, the expansion joint comprising
i. a receptacle segment comprising
1. a protective layer;
2. an elastic layer; and
3. a sleeve secured to the receptacle segment and extending outward;
ii. an insertion segment comprising an end portion that fits into the sleeve of the receptacle segment; and
iii. a means for attaching the insertion segment to the receptacle segment.
13. The construction truss of claim 12 wherein the sleeve is slidably mounted on the receptacle segment and locked into place by means for connecting the receptacle.
14. The construction truss of claim 12 further comprising a cleated surface on at least one truss member.
15. The construction truss of claim 12 wherein the expansion joint has an approximately constant cross-sectional area along the length of the expansion joint and has approximately the same cross-sectional area as the truss web.
16. An expansion joint for minimizing distortion in a truss, the expansion joint comprising: a receptacle segment extending from a portion of a truss member, and an insertion segment extending from a portion of a truss member,
a. a receptacle segment comprising
i. a protective layer;
ii. an elastic layer; and
iii. a sleeve secured to the receptacle segment and extending outward; and
b. an insertion segment comprising an end portion that fits into the sleeve of the receptacle segment; and
c. a means for attaching the insertion segment to the receptacle segment.
17. The expansion joint of claim 16 wherein the elastic layer is an elastomer.
18. The expansion joint of claim 16 wherein the elastic layer is ethylene propylene diene M-class rubber.
19. The truss of claim 16 wherein the means for attaching the insertion segment to the receptacle segment comprises a hole located in the receptacle sleeve and a corresponding button on the insertion segment, which button may be depressed, inserted into the receptacle sleeve, and extended through the hole, thereby attaching the insertion and receptacle segments.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US12/662,427 US20110252732A1 (en) | 2010-04-16 | 2010-04-16 | Contraction and expansion management (CEM) joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US12/662,427 US20110252732A1 (en) | 2010-04-16 | 2010-04-16 | Contraction and expansion management (CEM) joint |
Publications (1)
Publication Number | Publication Date |
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US20110252732A1 true US20110252732A1 (en) | 2011-10-20 |
Family
ID=44787053
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US12/662,427 Abandoned US20110252732A1 (en) | 2010-04-16 | 2010-04-16 | Contraction and expansion management (CEM) joint |
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US (1) | US20110252732A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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US20130232907A1 (en) * | 2009-06-26 | 2013-09-12 | Weyerhaeuser Nr Company | Method for constructing a truss from selected components |
US11183876B2 (en) | 2015-09-16 | 2021-11-23 | Smart Utility Service Holdings Pty Ltd. | Power analyzer and method for the use thereof |
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US1381659A (en) * | 1917-12-28 | 1921-06-14 | Said Rapp | Tensioned frame |
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US5142838A (en) * | 1982-05-14 | 1992-09-01 | Harold Simpson, Inc. | Standing seam roof assembly and support apparatus |
US6219989B1 (en) * | 1997-09-29 | 2001-04-24 | Shinichi Tumura | Construction method of joining column and beam in building structure based on heavy-weight steel frame construction |
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US1381659A (en) * | 1917-12-28 | 1921-06-14 | Said Rapp | Tensioned frame |
US3083793A (en) * | 1959-09-21 | 1963-04-02 | Brout Robert Benedict | Membrane sustained roof structure |
US3449003A (en) * | 1965-11-08 | 1969-06-10 | Marco Products Co | Snap coupling |
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US20130232907A1 (en) * | 2009-06-26 | 2013-09-12 | Weyerhaeuser Nr Company | Method for constructing a truss from selected components |
US11183876B2 (en) | 2015-09-16 | 2021-11-23 | Smart Utility Service Holdings Pty Ltd. | Power analyzer and method for the use thereof |
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