Structural support element

A device for providing a flat surface on a deformed wooden stud, joist or rafter where said device has two elongated members where the first member is sized so that the first member is fastened to a surface of a stud, joist or rafter and a second member is fastened to said second member whereby said second member forms a level surface on said stud, joist or rafter.

Load-resisting truss segments for buildings

The invention provides load-resisting segments (e.g., panels or frames for openings) for transmitting loads through a building structure. In the context of a wall, the load-resisting segments transmit shear loads downward to structural elements below the wall, such as to a building foundation. The load-resisting segments may comprise a truss configuration, i.e., an assembly of members forming a rigid framework. Each load-resisting segment can include web members and pairs of truss plates secured to sides of the segment to secure connections of the web members to each other and to other members. The wall segments can include beam-separation blocks that reduce truss plate failure by spacing apart the ends of two web members bearing against a chord or post to position the intersection point of the load paths of the web members with the load path of the chord or post.

LOAD-BEARING WALL WITH HEADER HAVING A WEB FRAME

A load-bearing wall can be provided with a header comprising engineered wood web manufactured truss can be provided over the opening of the load-bearing wall. Insulation can be applied to the open areas of the truss to increase the thermal resistance of the header. The portion of the load-bearing wall can be constructed as a manufactured wall panel and incorporated with traditional stick framing. The manufactured wall panel can include straps to facilitate lifting, transporting and installation of the panels. 1. A load-bearing wall , comprising a header positioned above an opening for a door or a window , the header comprising a web frame , wherein the header is configured to bear the weight of a load applied to a top of the header , the web frame comprising at least one opening configured for receiving insulation therein.2. The load-bearing wall as set forth in claim 1 , wherein the web frame comprises:a) an upper header plate defining a top of the web frame;b) a lower header plate disposed below the upper header plate defining a bottom of the web frame;c) a jack stud disposed on either side of the web frame; andd) one or both of at least one diagonal brace and at least one vertical brace disposed between the header plates and between the jack studs, the combination thereof defining the at least one opening.3. The load-bearing wall as set forth in claim 1 , further comprising insulation disposed in the at least one opening.4. The load-bearing wall as set forth in claim 3 , wherein the insulation comprises spray foam insulation.5. A load-bearing wall panel claim 3 , comprising a header positioned above an opening for a door or a window claim 3 , the header comprising a web frame claim 3 , wherein the header is configured to bear the weight of a load applied to a top of the header claim 3 , the web frame comprising at least one opening configured for receiving insulation therein.6. The load-bearing wall panel as set forth in claim 5 , wherein the web frame comprises: ...

Collapsible Roll-Out Truss

Collapsible support structures and methods of making collapsible support structures which interconvert between a deployed condition and a collapsed planate condition which allows extensible retractable deployment of the collapsed structure from a reduced volume rolled condition. 1. A collapsible structure , comprising:at least two longerons each having a longeron length disposed between a longeron first end and a longeron second end, said at least two longerons each configurable along said longeron length between a longeron flat condition having opposed longeron external and internal flat surfaces disposed between a pair of longeron longitudinal edges and a longeron tubular condition having opposed longeron external and internal curved surfaces disposed between said pair of longeron longitudinal edges; anda plurality of cross members each having a cross member length disposed between a cross member first end and a cross member second end each correspondingly secured to said at least two longerons, said collapsible structure interconverts between a substantially planate condition disposing said at least two longerons in said longeron flat condition and a deployed condition disposing said at least two longerons in said longeron tubular condition.2. The collapsible support of claim 1 , wherein said plurality of cross members being configurable along said cross member length between a cross member flat condition having opposed cross member external and internal flat surfaces disposed between a pair of cross member longitudinal edges and a cross member tubular condition having opposed cross member external and internal curved surfaces disposed between said pair of cross member longitudinal edges.3. The collapsible structure of claim 1 , wherein each of said cross member first end and said cross member second end secure without articulation to a said longeron external surface of one of said at least two longerons.45-. (canceled)6. The collapsible structure of claim 1 , ...

ASSEMBLED LIGHT STEEL STRUCTURE ENERGY-SAVING COMPOSITE WALL

The assembled light steel structure energy-saving composite wall in the present invention comprises: a cement board and/or ceramic tile, a column, a support rod, a cross beam, a bottom plate, a diagonal brace and a diagonal draw steel bar. In the thickness direction of the composite wall, the horizontal side of each group of columns is outside the composite wall, a plurality of support rods and diagonal braces are installed between the four second vertical sides of the columns of the each opposite group of columns. In the width direction of the composite wall, a plurality of cross beams and diagonal draw steel bars are installed between the first vertical sides of the column of the adjacent groups of columns. On both sides of the thickness direction of the composite wall, the horizontal sides of the column of the two adjacent columns are provided with a cement board and/or a ceramic tile inserted by a strip fastener and a strip, and the space enclosed by the cement board and the ceramic tile, the cement board and the cement board or the ceramic tile and the ceramic tile is filled with the filler. The assembled light steel structure wall system is simple to assemble, convenient to transport, operate and maintain, energy-saving and heat-preserving, the wall installation and wall decoration is completed at one time. 121221235610511521216225153101311033511112131411121412131214111411111121411126141261431012120320312110101211211112122782111171118722821222121222124. An assembled light steel structure energy-saving composite wall comprises: a cement board () and/or ceramic tile () , a column () , a support rod () , a cross beam () , a bottom plate () , a diagonal brace () and a diagonal draw steel bar () , the bottom plate () is installed on the bottom surface of the composite wall , in the thickness direction of the composite wall , a group of columns () composed of two columns () are welded to the bottom plate () , a plurality of support rods () are installed between the ...

Self-Centering Braced Frame for Seismic Resistance in Buildings

An elongated tension-only or centering brace for a structural frame is provided where the brace is anchored at a first attachment point and to a second attachment point that is removed from the first attachment point. The elongated tension-only brace has one or more elastic restoring force elements that have effective lengths greater than the length of the tension only brace between the attachment points.

Truss and Wall Stabilizer

An apparatus for spacing and stabilizing truss members is provided. The apparatus includes an elongated channel member having a middle portion, a first arm portion, and a second arm portion. The first arm portion and second arm portion extend outwardly from the middle portion. A plurality of U-shaped clamp members may be disposed along the length of the elongated channel member. At least one U-shaped clamp member can be attached to a central truss member providing a centered layout for spacing a first truss member in relation to a second truss member. A hinge member may pivotally attach the middle portion of the elongated channel member to the second arm portion, allowing the second arm portion to swing onto an additional third truss member.

Composite disc axial dampener for buildings and structures

A seismic axial dampener device is constructed of a multitude of composite or metallic conical compression discs and an exo-structure capable of dampening both tension and compression cycles of a building structure due to a seismic, explosion, or wind event. The dampener reacts and dampens the loading in both tension and compression along the axis of the cross brace in linear-elastic bending, creating internal hoop stress, and not through shear of the dampener device.

Structural Design Principles For Diagonal Bracings In Truss And Beam Support Systems

A structural lattice includes a rectangular base defined by four periphery beams, and two non-diagonal beams that divide the rectangular base in four quadrants. The structural lattice further includes a diagonal reinforcement strut system overlaid on the rectangular base and having at least two intersecting sets of diagonal beams forming an open-and-closed cell architecture. 1. A structural lattice comprising:a rectangular base defined by four periphery beams and including two non-diagonal beams that divide the rectangular base in four quadrants; anda diagonal reinforcement strut system overlaid on the rectangular base and having at least two intersecting sets of diagonal beams forming an open-and-closed cell architecture.2. The structural lattice of claim 1 , wherein one of the two intersecting sets of diagonal beams is a first set of diagonal beams claim 1 , the first set of diagonal beams including a first beam that is parallel to a second beam.3. The structural lattice of claim 2 , wherein the first beam and the second beam are symmetrically positioned over one of the four quadrants.4. The structural lattice of claim 2 , wherein another one of the two intersecting sets of diagonal beams is a second set of diagonal beams claim 2 , the second set of diagonal beams including a respective first beam that is parallel to a respective second beam.5. The structural lattice of claim 4 , wherein the first set of diagonal beams intersects the second set of diagonal beams at a perpendicular angle.6. The structural lattice of claim 4 , wherein the respective first beam and the respective second beam are symmetrically positioned over one of the four quadrants.7. The structural lattice of claim 6 , wherein the first beam and the second beam of the first set of diagonal beams are symmetrically positioned over a same one of the four quadrants as the respective first beam and the respective second beam of the second set of diagonal beams.8. The structural lattice of claim 1 , ...

DISPLACEMENT MEASUREMENT SYSTEMS AND METHODS

A system may measure displacement in an architectural brace that absorbs deformation inducing energy. The architectural brace may have a core member with first and second ends attachable to architectural features, and an intermediate portion between the first and second ends. The architectural brace may also have a buckling restraining assembly that encases the intermediate portion to resist buckling of the intermediate portion. The system may have a first coupling with a first attachment feature securable to the first end of the core member, and a second coupling with a second attachment feature securable to the second end of the core member. The second coupling may be displaced from the first coupling by a displacement. Further, the system may have a sensor that measures a plurality of changes in the displacement occurring over a period of time. The sensor may provide measurement data indicative of the changes. 1. A system for measuring displacement of an architectural brace that absorbs deformation inducing energy , the architectural brace comprising a core member having first and second ends attachable to architectural features to restrain motion between the architectural features and an intermediate portion between the first and second ends , and a buckling restraining assembly that encases the intermediate portion to resist buckling of the intermediate portion , the system comprising:a first coupling comprising a first attachment feature securable to the first end of the core member;a second coupling comprising a second attachment feature securable to the second end of the core member, wherein the second coupling is displaced from the first coupling by a displacement; anda sensor connected to the first coupling and the second coupling such that the sensor measures a plurality of changes in the displacement occurring over a period of time;wherein the sensor provides measurement data indicative of the changes.2. The system of claim 1 , further comprising a ...

Bracing Bridging Member

A building connection between a plurality of vertical wall studs made with a plurality of bridging members to brace the wall studs. The bridging members are formed with mounting sections that are received in openings of the wall studs and the mounting sections are bracketed by connecting sections that are used to join the bridging members to each other. The bridging members interface with the web of the wall studs to brace them. 1. A connection between a first stud , a second stud , a first bridging member and a second bridging member , the connection comprising:a. said first stud having a front face and an opposite face disposed laterally therefrom on the opposed face of the first stud, the first stud having an opening there through that communicates between the front face and the opposite face of the first stud;b. said second stud having a front face and an opposite face disposed laterally therefrom on the opposed face of the second stud, said second stud being disposed substantially parallel to and spaced a selected distance away from said first stud, said opposite face of said second stud facing and being disposed parallel to said front face of said first stud, the second stud having an opening there through that communicates between the front face and the opposite face of the second stud;c. said first bridging member engaging the first stud and received in the opening of the first stud, the first bridging member having a longitudinal, central axis with a mounting section and opposed first and second connecting sections on either side of the mounting section along the longitudinal, central axis, said mounting section of said first bridging member being received in the opening of the first stud, said second connecting section projecting substantially away from said opposite face of said first stud and also from said opposite face of said second stud, and said first connecting section of said first bridging member projects away from said front face of said first ...

INTERLOCKING CONNECTORS WITH PROTRUSION NOTCHED HOLES

The present invention relates to a building construction having a smaller aperture by extending the aperture top side edges referred to as protrusions and where the protrusions and the aperture bottom edges secure metal framing members from vertical movement and the aperture side edge and hole notches that secure the metal framing members from vertical and horizontal movement. The metal framing members have different shapes and notches that overlap other metal framing member that engage the metal support members to reduce or eliminate vertical and horizontal movement between the metal framing members. 1. A structural framing system having interlocking overlapping framing elements between metal framing supports comprising of:a first longitudinal framing element having a longitudinal planar web having a first end and an opposing second end with longitudinal wall flanges extending from said planar web and longitudinal lips extending from said wall flanges with lip notches extending inward from the longitudinal lip edges being continuous and extending into said wall flanges;a first metal framing member having an aperture defining an irregular shaped perimeter in a planar wall, the aperture having a first side and a second side opposite the first side, the aperture having a third side and a fourth side opposite the third side, the aperture adapted to receive the connector, the aperture having a first arm proximate an intersection of the first side and the third side and a second arm proximate an intersection of the second side and the third side with a gap between said first arm and said second arm;said first end of said first longitudinal framing element having said planar web engage said fourth side edge engage aperture in first metal framing support with said longitudinal wall flanges and said lip notches engage said third side edges with said lip notches engaging said first side edge and said third side edges; fora second longitudinal framing element having a similar ...

STRUCTURAL SUPPORT SPACER

This disclosure relates to building trades where precise spacing between structural members ensures support via use of a plurality of elongate spacers. The spacers include at least one intermediate transit tacking member and a pair of nail- or screw-receiving apertures on opposing ends of thereof. One of the opposing ends serves as a pivoting end and the opposite end includes one or more relatively shorter member near the aperture formed therein. These member(s) can be driven into an adjacent trust or other support member while a final precise position is determined. To determine the final precise position to affix a given spacer one or more indicia is provided. Such indicia can include end edges, one or more cut-out features and/or one or more cut-out features and/or numbered or lettered (or other symbols) indicating the relative spacing from one end of the elongate spacer to the other. 1. A unitary spacer for connecting between a pair of adjacent trusses , comprising:an elongate member having a first pivoting end, and a second swing end, and an intermediate section between the first pivoting end and the second swing end, the elongate member comprising a first strip portion and a second strip portion unitary with the first strip portion, the first strip portion and the second strip portion defining a longitudinal bend therebetween providing the elongate member with an L-shaped when viewed from an end; 'wherein in an end profile the entirety of spacer defines an L-shape except for at least one angled connection pieces, each angled connection piece comprising a prong, each of the at least one angled connection pieces extending outwardly from a surface of the second strip portion.', 'wherein the first strip portion is configured to fit flush against a top surface of one of the pair of adjacent trusses and the second strip portion is configured to fit flush on a side surface of the one of the pair of adjacent trusses defining a temporary transport position, the spacer ...

UTILITY OR METER POLE TOP REINFORCEMENT METHOD AND APPARATUS

The present invention includes a prosthetic apparatus for reinforcing a top of a rotted/deteriorated upstanding pole. The prosthetic ensleeves or sandwiches the pole at its uppermost end to provide an elongate support on which insulators and other various equipment can be safely secured. The present invention may include diametrically opposed support stringers to increase support and rigidity. An embodiment may include pole access apertures, insulator cutouts, and bolt receiving channels. The present invention provides a simplistic and inexpensive fix to preexisting rotting utility poles while also enabling a safe and efficient installation. 1. A prosthetic apparatus for reinforcing a top of an upstanding pole , comprising:a first half of a main body and a second half on the main body, wherein the first half is secured to the second half with an upper portion of the upstanding pole sandwiched therebetween; the extent having a curved cross-sectional shape extending between a first side and a second side of the curved cross-sectional shape, and the cross-sectional shape having an inner diameter configured conform to a curvature of the upstanding pole;', 'bolt receiving channel in the first end of the first half of the main body, thereby allowing the first half to slide around an existing insulator through bolt without requiring an installer to remove the existing insulator before installation of the first half;', 'a pair of planar flanges, wherein a first flange is integrated into the curved extent at the first side of the curved cross-sectional shape and extends outward therefrom in a lateral direction, and a second flange is integrated into the elongate base support at the second side of the semi-circular cross-sectional shape and extends outward therefrom in a lateral direction, and the flanges extending in the same plane as each other;', 'each flange further including at least one bolt receiving aperture;, 'the first half includes a first end, a second end, and an ...

SYSTEMS AND METHODS FOR BEARING A LOAD

A structural webbing to be custom cut and fit to individual job sites, allowing for the reduction or elimination of traditional beams used in structural building. Webbing uses angular forces to bear loads, resulting in distributed loads not requiring thick beams. Elimination of beams allows for significant reduction in resource consumption and increase in thermal efficiency of structure. Webbing allows elimination of thermal shorts and increased space for insulating materials. Webbing consists of alternating nodes and members, wherein members are disposed at positive and negative angles to the nodes, creating a zig-zag pattern. Can be used in straight line for walls, window headers, doors, etc., or in curves or other more elaborate shapes for curved windows, etc. Suitable for load bearing walls, upper and lower floors. Nodes can be coupled with standard structural members such as king studs, head pieces, and top and bottom plates. 1. A structural webbing , comprising: a first node, the first node including one hole; and', 'a first lateral member, the one lateral member coupled to the first node;, 'a first segment, the first segment including a second node, the second node including one hole; and', 'a second lateral member, the second lateral member coupled to the second node; and', 'a third node coupled with the second lateral member, the third node including one hole; and, 'a second segment, the second segment includingwherein the first segment and the second segment are permanently coupled at the second node.2. The structural webbing of claim 1 , further comprising: a third lateral member; and', 'a fourth node coupled with the third lateral member, the fourth node including one hole;, 'a third segment, the third segment including a fourth lateral member; and', 'a fifth node coupled with the fourth lateral member, the fifth node including one hole;, 'a fourth segment, the fourth segment includingwherein the second segment and the third segment are permanently ...

Header and Jamb Kit Providing Rough Opening for Hollow Metal Door Frame in Steel Stud Construction

A pre-formed header assembly creates a rough wall opening for a metal door/frame, permitting completion of electrical, ducting, drywall, etc. prior to receiving/installing the door frame. The header is secured to first and second king studs at respective locations positioned beyond a desired door frame location. The header includes four different channels, one of which is utilized at two locations. The first channel has a first length to span between the king studs. The second channel has a second length, and the third channel a third length, which correspond to minimum dimensional requirements for completing the wall. The base of the second and third channels are each fixedly secured to the base of the first channel. The base of the fourth and fifth channels are fixedly secured to the first and second ends of the base of the first channel, respectively, substantially perpendicular thereto, for attachment to the king studs. 1. A pre-formed header assembly , for use in creating a rough opening for a metal door frame in a wall , said pre-formed header configured to be secured to a first king stud and a second king stud at respective king stud locations positioned beyond a desired location of the metal door frame , said pre-formed header comprising:a first channel member having a first end and a second end, formed with a first length between said first and second ends; said first channel comprising an elongated base and a pair of flanges extending laterally from opposite sides thereof to form a U-shaped cross-section;a second channel member having a first end and a second end, formed with a second length between said first and second ends; said second channel comprising an elongated base and a pair of flanges extending laterally from opposite sides thereof to form a U-shaped cross-section;said base of said second channel member fixedly secured to said base of said first channel member, for said first end of said second channel member to be proximate to said first end ...

Brace member

A brace member includes a plastically deformable core member, a buckling restraining member through which the core member extends, a cap sleeve in which a first end portion of the core member and a first end portion of the buckling restraining member are disposed, a cap-sleeve crevice disposed on the cap sleeve so as to protrude toward a side opposite to a side on which the core member and the buckling restraining member are disposed, a reinforcing member in which a second end portion of the core member is disposed, and a reinforcing-member crevice disposed on the reinforcing member so as to protrude toward a side opposite to a side on which the core member is disposed. The reinforcing member surrounds a predetermined area of the buckling restraining member extending from a second end surface on the second side in the longitudinal direction.

T-Brace System

A system to be used in t-post fence arrangements. The system comprises an adjustable locking brace having two specialized ends which permit the brace to be used in a variety of bracing configurations. The system further includes hinge pins for connecting a gate to a t-post fence. Other devices and apparatus are provided which further assist in the building and maintenance of t-post fences. 1. A set of pins for attaching a gate to a t-post comprising:an upper hinge pin and a lower hinge pin;said upper hinge pin being essentially planar and having a mounting notch, two rounded protrusions, and a finger shaped projection located between said protrusions and extending out from said planar body; and,said lower hinge pin having a slight bend and including a mounting notch, two rounded protrusions, and a finger shaped projection located between said protrusions.2. The pins of further including a washer disposed on the projection of the lower hinge pin. This application claims priority from U.S. Provisional Patent Application Nos. 62/323,175 filed on Apr. 15, 2016 and 62/243,869 filed on Oct. 20, 2015. Further, this application is a divisional application of Ser. No. 15/298,263.The present invention relates to fence installation and construction, and, more specifically to t-post fence bracing elements, hinge pins, and other related elements and equipment, and methods of use thereof.Agricultural fences and similar fencing enclosures are often constructed using metal posts having a t-shaped cross-section, generally known as t-posts. These t-posts can be used as the principal supporting structure of both temporary and permanent fences. T-posts are often used in straight-run fencing but are not used for corners or bracing posts. Fences incorporating such t-posts are considerably less expensive, and generally easier and faster to install, than fences using wooden posts as anchors. Wooden posts, however, are often required for corners and bracing purposes. Power equipment is ...

T-Brace System

A system to be used in t-post fence arrangements. The system comprises an adjustable locking brace having two specialized ends which permit the brace to be used in a variety of bracing configurations. The system further includes hinge pins for connecting a gate to a t-post fence. Other devices and apparatus are provided which further assist in the building and maintenance of t-post fences. 1. A method of bracing a t-post in a fence line comprising:providing an adjustable two piece L-shaped bracket having a key-lock fork portion and a wide-angle fork portion;attaching the key-lock fork portion to a first t-post;attaching the wide-angle fork portion to a second t-post;applying pressure to the center area of the bracket so as to lock the bracket into a rigid position;securing the bracket with a lock bolt.2. The method of wherein said key-lock fork portion attaches directly onto the body of said first t-post and said wide-angle fork portion attaches directly onto the body of said second t-post. This application claims priority from U.S. Provisional Patent Application Nos. 62/323,175 filed on Apr. 15, 2016 and 62/243,869 filed on Oct. 20, 2015. Further, this application is a divisional application of Ser. No. 15/298,263.The present invention relates to fence installation and construction, and, more specifically to t-post fence bracing elements, hinge pins, and other related elements and equipment, and methods of use thereof.Agricultural fences and similar fencing enclosures are often constructed using metal posts having a t-shaped cross-section, generally known as t-posts. These t-posts can be used as the principal supporting structure of both temporary and permanent fences. T-posts are often used in straight-run fencing but are not used for corners or bracing posts. Fences incorporating such t-posts are considerably less expensive, and generally easier and faster to install, than fences using wooden posts as anchors. Wooden posts, however, are often required for corners ...

Pergola Roof Support Attachment

A roof structure support allowing roof shingle having a partially tubular mounting bracket having an upper plate for securing a roof structure joist and a lower plate for securing onto a wall plate, wherein a base tube is received by a collar affixed to a roofing deck and an associated boot.

Header and Jamb Kit Providing Rough Opening for Hollow Metal Door Frame in Steel Stud Construction

A pre-formed header assembly creates a rough wall opening for a metal door/frame, permitting completion of electrical, ducting, drywall, etc. prior to receiving/installing the door frame. The header is secured to first and second king studs at respective locations positioned beyond a desired door frame location. The header includes four different channels, one of which is utilized at two locations. The first channel has a first length to span between the king studs. The second channel has a second length, and the third channel a third length, which correspond to minimum dimensional requirements for completing the wall. The base of the second and third channels are each fixedly secured to the base of the first channel. The base of the fourth and fifth channels are fixedly secured to the first and second ends of the base of the first channel, respectively, substantially perpendicular thereto, for attachment to the king studs. 1a first channel having a length between a first end and a second end of said first channel;a second channel configured to extend a distance between a first end and a second end of said second channel; a base of said second channel fixedly secured to a base of said first channel with said first end of said second channel positioned proximate to said first end of said first channel;a third channel having a span between a first end and a second end of said third channel; a base of said third channel fixedly secured to said base of said first channel with said second end of said third channel positioned proximate to said second end of said first channel;a first flange configured to extend from said first end of said first channel, and to extend substantially perpendicular to said base of said first channel;a second flange, said second flange configured to extend from said second end of said first channel, and extend substantially perpendicular to said base of said first channel;wherein a gap between said first flange and said second flange is ...

LATTICE STIFFENER

A fitting assembly includes a fitting with at least one a pocket. The pocket includes a web extending inward from a perimeter of the pocket, and the web has cutout that defines an inner edge. A stiffener is mounted within the pocket. The stiffener includes a lattice and a coupler that is configured to engage at least a portion of the web to mount the lattice to the fitting. 1. An aircraft component , comprising:(a) an elongated steel fitting, comprising a plurality of pockets, wherein each pocket has walls surrounding the perimeter of the pocket and a web extending inward from the perimeter of the pocket, the web having an aperture defining an inner edge; and (i) a lattice having a generally rectangular exterior shape having four straight edges that meet at a rounded corner, wherein the lattice is inserted in the aperture defined by the web; and', '(ii) a coupler configured to engage at least a portion of the web, the coupler coupling the lattice to the web,, '(b) a stiffener, comprising(c) wherein a majority of a length of the elongated steel fitting is comprised of the pockets having stiffeners with lattices.2. The aircraft component of claim 1 , the coupler comprising:(a) a first coupler portion secured to the lattice, the first coupler portion having a first retaining surface; and(b) a second coupler portion having a second retaining surface;wherein the first and second coupler surfaces engage the web to secure the stiffener to the web.3. The aircraft component of claim 2 , wherein the first coupler portion is releasably coupled to the second coupler portion.4. The aircraft component of claim 2 , wherein the first retaining surface engages a first side of the web claim 2 , and the second retaining surface engages a second side of the web.5. The aircraft component of claim 2 , wherein the first coupler extends along the inner edge of the aperture.6. The aircraft component of claim 2 , further comprising a plurality of fasteners securing the first coupler portion ...

CLEARSPAN FABRIC STRUCTURE

A clearspan structure including component systems, and methods of forming a clearspan structure including component systems, for mitigating hazards to personnel or equipment from explosions, fires, toxic material release, and other hazards in hazardous locations. The exemplary clearspan structure is also capable of withstanding environmental conditions such as snow loads and wind. The exemplary clearspan structure is, for example, a tent or fabric structure which includes a plurality of frame members forming a support system for the clearspan structure, and fabric roof portions and walls for enclosing the clearspan structure. 1. A clearspan structure , comprising:a first upright post having a first end connected to a first base plate and a second end connected to a first end of a first rafter;a second upright post having a first end connected to a second base plate and a second end connected to a first end of a second rafter;a first brace bar having a first end connected to the first upright post and a second end connected to the first rafter;a second brace bar having a first end connected to the second upright post and a second end connected to the second rafter; and,a ridge strut,wherein a second end of the first rafter is connected to a second end of the second rafter and the ridge strut has a first end connected to the first rafter and a second end connected to the second rafter.2. The clearspan structure of claim 1 , further comprising:a third upright post having a first end connected to a third base plate and a second end connected to a first end of a third rafter;a fourth upright post having a first end connected to a fourth base plate and a second end connected to a first end of a fourth rafter:a first eave purlin having a first end connected to the first end of the first rafter and a second end connected to the first end of the third rafter;a second eave purlin having a first end connected to the first end of the second rafter arid a second end connected to ...

CLEARSPAN FABRIC STRUCTURE

A clearspan structure including component systems, and methods of forming a clearspan structure including component systems, for mitigating hazards to personnel or equipment from explosions, fires, toxic material release, and other hazards in hazardous locations. The exemplary clearspan structure is also capable of withstanding environmental conditions such as snow loads and wind. The exemplary clearspan structure is, for example, a tent or fabric structure which includes a plurality of frame members forming a support system for the clearspan structure, and fabric roof portions and walls for enclosing the clearspan structure. 1. A clearspan structure , comprising:a first upright post having a first end connected to a first base plate and a second end connected to a first end of a first rafter;a second upright post having a first end connected to a second base plate and a second end connected to a first end of a second rafter;a first brace bar having a first end connected to the first upright post and a second end connected to the first rafter;a second brace bar having a first end connected to the second upright post and a second end connected to the second rafter; and,a ridge strut,wherein a second end of the first rafter is connected to a second end of the second rafter and the ridge strut has a first end connected to the first rafter and a second end connected to the second rafter.2. The clearspan structure of claim 1 , further comprising:a third upright post having a first end connected to a third base plate and a second end connected to a first end of a third rafter;a fourth upright post having a first end connected to a fourth base plate and a second end connected to a first end of a fourth rafter;a first eave purlin having a first end connected to the first end of the first rafter and a second end connected to the first end of the third rafter;a second eave purlin having a first end connected to the first end of the second rafter and a second end connected to ...

STRUCTURAL ENGINEERED WOOD RIM BOARD CORNER SYSTEM AND METHOD FOR LIGHT FRAME CONSTRUCTION

A structural engineered wood rim board corner system for light frame construction involves two intersecting structural engineered wood rim boards each having a cavity on an exterior angle side of the intersection and an auxiliary corner support having two arms, each within a respective one of the cavities, is disclosed. A corresponding light frame construction corner forming method is also disclosed. 1. A structural engineered wood rim board corner system for light frame construction comprising: i) each of the two structural engineered wood rim boards is made up of a pair of flanges connected by a web so as to form a recessed cavity in-between the flanges on one side and on an opposite side of the structural engineered wood rim boards the pair of flanges and web form a surface that is substantially flat,', 'ii) the width of the web of each of the two structural engineered wood rim boards is at least 50% of the overall width of the structural engineered wood rim boards,', 'iii) the two engineered wood rim boards are abutted relative to each other at corresponding ends so as to form an angled intersection, with the cavity being on an exterior angle portion of the intersection; and, 'A) two structural engineered wood rim boards, wherein'} i) the auxiliary corner support has a width substantially equal to the width of the web,', 'ii) one of the two arms of the auxiliary corner support is within one of the cavities and the other of the two arms is within the other cavity, and', 'iii) each of the two arms abut and are affixed to their corresponding webs, so as to concurrently (1) maintain the two engineered wood rim boards at an orientation relative to each other corresponding to the angle, and (2) assist the web in transferring a load applied to the upper flanges near the corner to a part of the structure below the lower flanges while resisting spreading of the corresponding ends of the two engineered wood rim boards at the angled intersection., 'B) an auxiliary corner ...

LONG SPAN MASONRY LINTEL SUPPORT SYSTEM

A lintel system for supporting masonry blocks above an opening in a structure includes a lintel configured to span a width of the opening. The lintel includes a single spanning member having a top edge, a bottom edge, and a side face extending between the top and bottom edge. Supports are disposed at longitudinal ends of the single plate member. A stiffener is attached to the lintel for reinforcing the lintel. The stiffener extends in opposed relation to the side face along at least a portion of the side face. 1. A lintel system for supporting masonry blocks above an opening in a structure , the system comprising:a lintel configured to span a width of the opening, the lintel comprising a single spanning member having a top edge, a bottom edge, and a side face extending between the top and bottom edge of the spanning member, and supports disposed at longitudinal ends of the single spanning member;support plates each having an opening within a perimeter of the support plate, and a slot therein for receiving the spanning member therein for mounting the support plate on the spanning member;a support rod receivable through the opening in the support plate and configured to be received through the masonry blocks for connecting the masonry blocks to the spanning member; anda stiffener attached to the spanning member for reinforcing the spanning member, the stiffener extending in opposed relation to the side face along at least a portion of the side face.2. The system of claim 1 , wherein the stiffener is welded to the spanning member.3. The system of claim 1 , wherein the stiffener is bolted to the side face of the spanning member.4. The system of claim 1 , wherein the stiffener comprises a first portion positioned opposite the side face of the single spanning member and a second portion positioned opposite the top edge of the single spanning member and extending transverse to the first portion.5. The system of claim 1 , wherein the stiffener extends along only a portion ...

MASONRY LINTEL FOR LONG SPANS

A lintel system for supporting masonry blocks above an opening in a structure includes a lintel configured to span a width of the opening. The lintel includes a plurality of elongate splice plates each having opposite longitudinal ends. The splice plates are attached together end to end such that a longitudinal end of each splice plate is attached to a longitudinal end of at least one other splice plate. 1. A lintel system for supporting masonry blocks above an opening in a structure , the lintel system comprising a lintel having a length configured to span a width of the opening , support plates each having an opening within a perimeter of the support plate , and a slot therein for receiving the lintel therein for mounting the support plate on the lintel , a support rod receivable through the opening in the support plate and configured to be received through the masonry blocks for connecting the masonry blocks to the lintel , wherein the lintel comprises a plurality of separately formed , elongate plate members each having opposite longitudinal ends , the plate members being attached together end to end along the length of the lintel such that a longitudinal end of each plate member is attached to a longitudinal end of at least one other plate member.2. The lintel system of claim 1 , wherein each plate member includes an attachment mechanism at at least one longitudinal end for attaching the plate member to an adjacent plate member.3. The lintel system of claim 2 , wherein at least one plate member includes an attachment mechanism at both longitudinal ends.4. The lintel system of claim 2 , wherein the attachment mechanism comprises an interlocking formation configured to interlock with an adjacent plate member and restrict adjacent plate members from being pulled apart.5. The lintel system of claim 4 , wherein the attachment mechanism is formed as one piece of material with the plate member.6. The lintel system of claim 2 , wherein the attachment mechanism ...

Truss Bracing System

A truss bracing system for roof trusses is disclosed. The truss bracing system comprises of a lateral brace and a diagonal brace connected through a pivot point. Both the lateral brace and diagonal brace include a first support member and a second support member where the first support member is angled relative to, and preferably perpendicular to, the second support member. The pivot point allows the diagonal brace to rotate relative to the lateral brace. That is, the truss bracing system has a closed configuration with the diagonal brace resting adjacent and parallel to the lateral brace and an extended configuration with the diagonal brace rotated relative to the lateral brace, such that the diagonal brace is angled relative to the lateral brace. Thus, the truss bracing system provides both lateral and diagonal support to the trusses to which it is attached. 1. A truss bracing system comprising:(a) a lateral brace, wherein the lateral brace comprises a first support member and a second support member, the second support member of the lateral brace is shorter than the first support member of the lateral brace, the first support member has a first end and a second end, and an end stop extends downward from the second end of the first support member;(b) a diagonal brace, wherein the diagonal brace comprises a first support member and a second support member, the second support member of the diagonal brace is shorter than the first support member of the diagonal brace, the first support member has a first end and a second end, and an end stop extends downward from the second end of the first support member; and(c) a pivot point permanently securing the first support member of the lateral brace to the first end of the first support member of the diagonal brace, wherein the diagonal brace rotates relative to the lateral brace about the pivot point and the first end of the first support member of the diagonal brace contacts the second support member of the lateral brace ...

Beam assembly and construction erected therewith

A beam assembly contains a substantially straight beam, which is arranged between two bearings and extends in a longitudinal direction. The beam assembly contains at least three segments, which are arranged one behind the other in the longitudinal direction and which are connected to each other by two head plate joints. The three segments include a middle segment and two outer segments. The bearings are prevented from moving in the longitudinal direction. The beam assembly permits controlled relief of thermal constraining forces while the load-transferring function is simultaneously maintained and while external dynamic forces are evenly distributed within the construction. Accordingly, this is achieved in that the middle segment has a middle segment head plate at each of the two ends of the middle segment and each of the two outer segments has an outer segment head plate at the end of the outer segment directed toward the middle segment.

BUCKLING-RESTRAINED BRACES AND FRAMES INCLUDING THE SAME CROSS-REFERENCE TO RELATED APPLICATION

An example buckling restrained brace (“BRB”) includes a casing exhibiting a hollow cross-sectional shape defining an interior region. The BRB also includes a core and at least a portion of the core is disposed in the interior region of the casing. For example, the casing may exhibit a first length and the core may exhibit a second length that is greater than the first length such that a portion of the core extends from the casing. The core is separated from the casing by an minimum gap distance along at least a portion of the first length of the casing and a corresponding portion of the second length of the core. 1. A buckling restrained brace , comprising:a casing exhibiting a hollow cross-sectional shape defining an interior region, the casing exhibiting a first length; anda core disposed in the interior region of the casing, the core exhibiting a generally I cross-sectional shape, the core exhibiting a second length that is greater than the first length;wherein the core is separated from the casing by substantially unoccupied space along at least a portion of the first length of the casing and a corresponding portion of the second length of the core.2. The buckling restrained brace of claim 1 , wherein the substantially unoccupied space exhibits a minimum gap distance between the core and the casing of at least about 2.54 cm.3. The buckling restrained brace of claim 1 , wherein the substantially unoccupied space exhibits a minimum gap distance between the core and the casing that is about 2% to about 49% of at least one outer dimension of the casing.4. The buckling restrained brace of claim 1 , wherein the casing exhibits at least one outer casing dimension measured perpendicularly to a longitudinal axis thereof that is about 2.5 cm to about 12 cm.5. The buckling restrained brace of claim 1 , wherein the first length of the casing is about 1 m to about 2.5 m.6. The buckling restrained brace of claim 1 , further comprising a plurality of bridge plates that each ...

PORTAL FRAME

The present invention provides a portal frame comprising at least one header, at least a first column, at least one frame connector for rigidly connecting the at least first column to the at least one header, at least one header fastening means for fastening the frame connector to the at least one header and at least one column fastening means for fastening the frame connector to the at least first column. The at least first column is formed of wood or a wood-based/wood-derived material. The at least one frame connector comprises a lateral header connecting portion extending beyond a lateral edge of the first column in a direction towards the centre of the at least one header and a column connecting portion extending along at least a portion of the height of the at least first column. The lateral header connecting portion comprises at least one of the at least one header fastening means. 1. A portal frame comprising:at least one header;at least a first column;at least one frame connector configured to rigidly connect the at least first column to the at least one header;at least one header fastener configured to fasten the frame connector to the at least one header;at least one column fastener configured to fasten the frame connector to the at least first column, wherein:the at least first column is formed of wood or a wood-based/wood-derived material, and a lateral header connecting portion extending beyond a lateral edge of the first column in a direction towards a center of the at least one header; and', 'a column connecting portion extending along at least a portion of a height of the at least first column, wherein:, 'the at least one frame connector comprisesat least one of the at least one header fastener is positioned in a region of the lateral header connecting portion.2. A portal frame as claimed in further comprising:at least a second column;at least one frame connector for rigidly connecting the at least second column to the at least one header;at least ...

SPACER BRACES FOR WALLS, JOISTS & TRUSSES

The present invention relates to using interlocking spacer braces between support members to construct wood and metal framed walls, floors and building trusses. Spacer braces have indentations, extensions, fingers that interlock horizontally, vertically or diagonally between support members. The spacer braces can form diagonal and lateral wall bracing, diagonal and vertical chords within building truss with either horizontally or vertical orientations, beams, hold-downs and shear walls. The spacer braces can be installed between wood or metal framing members. 1. A spacer brace for building construction comprising:a spacer bracing member having a web lying in a plane, said web having a first side and a second side, a first longitudinal side edge and a second longitudinal side edge with a first longitudinal flange connected to said first longitudinal side edge and a second longitudinal flange connected to said second longitudinal side edge of said web forming the elongated body having a U-shaped cross-section with the said web having a first end and an opposing second end;each end having engagement means for engaging said first support member and said second support member on said web on said first side and/or said second side the engagement means comprises a cut out section in said flanges with said cut out section indented into said web with the longitudinal ends of said first longitudinal flange and said second longitudinal flange engage the first side of said first support member with web finger extending over said first support member with said web extending against the second side of said first support member and the opposing second end having said cut outs section in said flanges with said cut out section indented into said web with the longitudinal ends of said first longitudinal flange and said second longitudinal flange engage said second side of said second support member with said web finger extending over said second support member with said web finger ...

UTILITY OR METER POLE TOP REINFORCEMENT METHOD AND APPARATUS

The present invention includes a prosthetic apparatus for reinforcing a top of a rotted/deteriorating upstanding pole. The prosthetic ensleeves the pole at its uppermost end to provide an elongate support on which insulators and other various equipment can be mounted in a secure fashion. The present invention may include diametrically opposed support stringers to increase support and rigidity. An embodiment may include pole access apertures, insulator cutouts, and bolt receiving channels. The present invention provides a simplistic and inexpensive fix to preexisting rotting utility poles while also enabling a safe and efficient installation. 1. A prosthetic apparatus for reinforcing a top of an upstanding pole , comprising: an inner diameter equal to an outer diameter of the upstanding pole such that said main body acts as a sleeve around said upstanding pole;', 'an upper rim at the first end of the main body;', 'an insulator cutout in a second end of the main body in diametrically opposed relation to a bolt receiving channel and a bolt access aperture, wherein the bolt receiving channel extends between the second end of the main body and the bolt access aperture;', 'a first pair of diametrically opposed apertures formed in the main body near the first end of the main body, wherein the first pair of diametrically opposed apertures are adapted to receive an insulator through bolt for securing an insulator to the main body;', 'a second pair of diametrically opposed apertures formed in the main body near the first end of the main body, wherein the second pair of diametrically opposed apertures are perpendicular with respect to the first pair of diametrically opposed apertures and the second pair of diametrically opposed apertures are adapted to receive a support through bolt for securing the main body to the upstanding pole; and', 'a third pair of diametrically opposed apertures formed in the main body near the second end of the main body, wherein the third pair of ...

Non-Weld Joist Reinforcement System and Method

A joist chord reinforcement apparatus for a joist having a chord with a first chord end and a second chord end is disclosed that includes a reinforcement rod, first and second end clamp assemblies operable to clamp the reinforcement rod to the first and second ends of the chord respectively, and at least one rod clamping assembly operable to secure the reinforcement rod to the chord between the first and second end clamp assemblies when the first and second end clamp assemblies are clamping the reinforcement rod to first and second ends of the chord respectively. A method of reinforcing the chord of a joist is also disclosed. 1. A joist chord reinforcement apparatus for a joist having a chord with a first chord end and a second chord end , the apparatus comprising:a first chord end bracket;a second chord end bracket;a first reinforcement rod securable between the first and second chord end brackets to clamp the first and second chord end brackets against corresponding first and second chord ends of the joist; andat least one rod clamping assembly operable to clamp the first reinforcement rod to the chord at a location between the first and second chord end brackets when the first reinforcement rod is secured between the first and second chord end brackets and the first and second chord end brackets are clamped against corresponding first and second chord ends of the joist.2. The apparatus of claim 1 , wherein:the first reinforcement rod includes a first threaded end;the first chord end bracket includes a first end hole, the first threaded end of the first reinforcement rod extendable though the first end hole; andthe apparatus further comprises a clamping nut tightenable on the first threaded end of the first reinforcement rod to secure the first reinforcement rod between the first and second chord end brackets to clamp the first and second chord end brackets against corresponding first and second chord ends of the joist.3. The apparatus of claim 2 , wherein:the ...

Non-Weld Joist Reinforcement System and Method

A joist reinforcement apparatus is disclosed for a joist having a top chord, a bottom chord, and plurality of cross supports extending between the top chord and the bottom chord, the plurality of cross supports forming panel points along the joist. A panel point bracket assembly can be securable about one of the panel points of the joist. A load bracket assembly can be securable to either the top chord or the bottom chord of the joist. An adjustable coupling assembly can have a first end pivotally connected to the panel point bracket assembly and a second end pivotally connected to the load bracket assembly. The apparatus can help provide non-welded single point load reinforcement on a chord of a joist. 1. A joist reinforcement apparatus for a joist having a top chord , a bottom chord , and plurality of cross supports extending between the top chord and the bottom chord , the plurality of cross supports forming panel points along the joist , the apparatus comprising:a panel point bracket assembly securable about one of the panel points of the joist;a load bracket assembly securable to either the top chord or the bottom chord of the joist; andan adjustable coupling assembly having a first end pivotally connected to the panel point bracket assembly and a second end pivotally connected to the load bracket assembly.2. The apparatus of claim 1 , wherein the load bracket assembly further comprises a chord portion and a coupling portion claim 1 , the chord portion securable to either the top chord or the bottom chord of the joist claim 1 , the second end of the adjustable coupling assembly pivotally connected to the coupling portion.3. The apparatus of claim 2 , wherein:the chord portion is a U-shaped chord flange and the coupling portion is a U-shaped coupling flange, the U-shaped chord flange and U-shaped coupling flange extending in opposite directions from one another;the U-shaped chord flange is shaped to receive either the top chord or bottom chord of the joist ...

BUILDING SYSTEM AND METHOD

A building system comprising insulating formers manufactured from an insulating material, for example polystyrene foam. Each former has at least one internal wall defining a rebated portion in which concrete can be cast, forming a reinforcing rib. The rebated portion typically has a dove-tail profile to reduce the likelihood of the cast concrete rib falling out. Each former has locating formations or engagement means configured for complementary engagement with at least one other former, allowing the formers to be arranged in register with one another. Also disclosed is a method of building which includes the steps of: shaping formers from insulating material, for example polystyrene foam, in such a way that the formers each define a rebated portion and engagement means configured for complementary engagement with at least one other former; casting reinforced concrete ribs in the rebated portions; and arranging the formers in abutment with one another. 1. A building system which includes a plurality of insulating formers , each former comprising:a body portion manufactured from an insulating material and having at least one internal wall which defines a rebated portion in which concrete can be set, thereby to form a reinforcing rib; andengagement means configured for complementary engagement with at least one other former, thereby to facilitate alignment of the formers in register with one another, in use.2. The building system as claimed in claim 1 , in which the insulating material comprises a polymer foam.3. The building system as claimed in in which the polymer foam is selected from the group consisting of polystyrene foam and polyurethane foam.4. The building system as claimed in claim 1 , in which the at least one internal wall defining the rebated portion of the claim 1 , or each claim 1 , former further defines a mouth which opens into the rebated portion; andeach former is preconfigured so that the shortest distance from one side of the mouth to the other ...

BUCKLING REINFORCEMENT FOR STRUCTURAL MEMBERS

A method and an article of manufacture are disclosed for externally reinforcing various solid structures, such as columns, poles, piles, beams and the like, against buckling under compressive forces and loads. In various embodiments, a seamless multi-layer jacket is constructed around the structural member by wrapping a thin sheet of material around the structural member, as many times as needed, at a distance from the structural member. While maintaining the thin sheet of material wrapped around the structural member, a filler material will fill the annular space between the jacket and the structural member, wherein the structural member, the jacket, and the filler material cooperate to better resist the buckling of the structural member when subject to compressive forces and loads. 1. An apparatus for restraining a structural member against buckling , the apparatus comprising:a) a seamless jacket around the structural member that is configured to resist compression and tension loads, constructed by overlappingly wrapping at least one flexible sheet of material around the structural member, wherein the jacket stays at a distance from the structural member to form an annular space between the jacket and the structural member and wherein overlapped surfaces of the flexible sheet of material are permanently attached together;b) a filler material to fill the annular space between the jacket and the structural member, wherein the cured filler material can slide over a surface of the structural member at least in one direction.2. The apparatus of claim 1 , wherein the structural member is made of steel.3. The apparatus of claim 1 , wherein the filler material is a non-shrink concrete or a cementitious grout.4. The apparatus of claim 1 , further including application of a debonding material to the surfaces of the structural member prior to introduction of the filler material.5. The apparatus of claim 4 , wherein the debonding material is grease or other non-water-soluble ...

Wraps for steel lintels

According to embodiments described in the specification, a wrap for a steel lintel positioned above a structural opening of a structure includes a plastic sheet member for placement on the steel lintel wherein the plastic sheet member is contoured to cover the steel lintel across a width of the structural opening; and wherein the plastic sheet member extends to cover a lower flange of the steel lintel providing a flashing at an interior angle of the steel lintel.

STRUCTURAL CROSS BRACING SYSTEM

The present technology is a bracing system capable of reinforcing and distributing loads between spaced structural members. The system includes multiple similar bracing units each including a connection member featuring a connection section and a pair of connection arms, and an end bracket located at an end of each of the connection arms. The end brackets of a first bracing unit are mounted to a same first side of spaced apart structural members, and the end brackets of a second bracing unit are mounted to a same second side of the structural members, with the first and second sides being opposite each other. One of the bracing units is inverted such that the connection sections of the bracing units are adjacent each other and located in an interior space defined between the structural members. 1. A bracing system for reinforcing at least two structural members , said bracing system comprising:at least two bracing units including a first bracing unit and at least one second bracing unit, said bracing units each comprising a connection member including at least one connection section and at least two connection arms each extending from said connection section at an angle, and at least one end bracket located at an end of each of said connection arms, said end bracket each having a configuration capable of receiving a side of a structural member;wherein said end bracket of said first bracing unit being mountable to a first side of a first structural member and a first side of a second structural member, and said end bracket of said second bracing unit being mountable to a second side of the first structural member and a second side of a second structural member, such that said connection section of said first and second bracing units are fastened to each other and are located in an interior space defined between the first and second structural members;wherein the first side of the first and second structural members are located on a same side of the first and second ...

BRACING DEVICE

A bracing device has a supporting module and a restraining element mounted around the supporting module to provide a restraining-supporting effect to the supporting module. The supporting module has at least one supporting element. The at least one supporting element is elongated and has an axial segment and two connecting heads. The axial segment has at least one concave edge and at least one loading section. The connecting heads are respectively formed on two connecting ends of the axial segment. The restraining element has at least one viewing hole aligning along the at least one loading section of the axial segment to enable a user to see the at least one supporting element of the bracing device via the at least one viewing hole without dismantling the restraining element. 1. A bracing device comprising: [ a first side;', 'a second side;', 'two connecting ends;', 'at least one concave edge formed in the first side or the second side of the axial segment; and', 'at least one loading section formed on the axial segment at a position corresponding to the at least one concave edge between the connecting ends of the axial segment; and, 'at least one supporting element, and each one of the at least one supporting element having an axial segment being elongated-plate-shaped and having'}, 'two connecting heads respectively formed on the connecting ends of the axial segment; and, 'a supporting module having'}a restraining element mounted around the supporting module to provide a restraining-supporting effect to the supporting module and having at least one viewing hole to enable a user to see the at least one supporting element of the bracing device.2. The bracing device as claimed in claim 1 , wherein the restraining element hastwo side boards abutting on the axial segment of each one of the at least one supporting element, and each one of the side boards having a first side and a second side; andtwo restraining boards respectively and securely mounted on the first ...

Bracing device

A bracing device has a supporting module and a restraining element mounted around the supporting module to provide a restraining-supporting effect to the supporting module. The supporting module has at least one supporting element. The at least one supporting element is elongated and has an axial segment and two connecting heads. The axial segment has at least one concave edge and at least one loading section. The connecting heads are respectively formed on two connecting ends of the axial segment. The restraining element has at least one pair of side boards, two restraining boards and at least one viewing hole. Each one of the restraining boards is hollow and has an inner panel and an outer panel. The at least one viewing hole is formed through the restraining element and aligns along the at least one loading section of the axial segment.

Bracing device

A bracing device has a supporting module and a restraining element mounted around the supporting module to provide a restraining-supporting effect to the supporting module. The supporting module has at least one supporting element. The at least one supporting element is elongated and has an axial segment and two connecting heads. The axial segment has at least one concave edge and at least one loading section. The connecting heads are respectively formed on two connecting ends of the axial segment. The restraining element has at least one pair of side boards, two restraining boards and at least one viewing hole. Each one of the restraining boards has an I-shaped cross section, an inner panel, an outer panel and a connecting panel. The at least one viewing hole is formed through the restraining element and aligns along the at least one concave edge of the axial segment.

MODULAR WALL STUD BRACE

An apparatus for reinforcing adjacent structural members to each other comprises a ridged member extending between first and second ends and having a length sufficient to extend between two adjacent structural members and a socket at each of the first and second ends of the rigid member. Each socket has a central axis therethrough and is formed of a base panel and first and second side panels. At least one of the sockets is adapted to engage with a socket of an adjacent rigid member so as to interlink successive rigid members across a plurality of structural members wherein the rigid member is connected to the first panels at an end thereof distal to the base panel. 1. An apparatus for reinforcing adjacent structural members to each other , each of the structural members extending between top and bottom ends and having front and rear surfaces , the apparatus comprising:a ridged member extending between first and second ends and having a length sufficient to extend between two adjacent structural members;a socket at each of the first and second ends of said rigid member, each socket having a central axis therethrough and being formed of a base panel and first and second side panels,wherein at least one of said sockets is adapted to engage with a socket of an adjacent rigid member so as to interlink successive rigid members across a plurality of structural members,and wherein said rigid member is connected to said first and second sockets at an end thereof distal to said base panel.2. The apparatus of wherein said base panel of each socket is abuttable at against a corresponding base panel wherein said first and second side panels are engagable with corresponding first and second side panels of said adjacent socket.3. The apparatus of wherein said one of said first or second edge is angularly oriented relative to said central axis.4. The apparatus of wherein said side panels of said socket overlap said side panels of said adjacent socket when said socket is engaged ...

EXTENDED ROOF TRUSS WITH OUTBOARD PURLINS HAVING LOAD SUPPORTING K-TRUSSES AT EXTENSIONS

A roof truss having laterally extended portions compared to standard size roof trusses for supporting a roof over a longer span compared to the span of a standard size truss. The extended portion has a supplemental purlin outside of the outermost web member of a standard size roof truss. The supplemental purlin transmits roof load force through a K truss or half-K truss with the upper portion of the K truss fastened to the supplemental purlin and a lower portion fastened to the roof truss extended bottom chord. Use of the supplemental purlin and K-truss architecture eliminates the need for sloping web members in the truss extended portion thereby saving material in truss construction while utilizing standard size truss templates and assembly jigs. 15.-. (canceled)6. An oversize roof truss for roof support comprising:a truss bottom chord extending beyond the span of a standard size bottom chord of a standard size roof truss by no more than twenty percent of the standard bottom chord lengthwise dimension, thereby defining an elongated truss bottom chord, the elongated truss bottom chord having opposed ends connected to spaced apart upright beams that define an elongated roof span for truss support from below that is beyond the span of a standard size roof truss;a pair of truss top chords meeting at a roof peak and extending laterally over the elongated truss bottom chord creating elongated truss top regions for roof support;a plurality of web members between the truss bottom truss chord and the truss top chords within the span of the standard size bottom chord, the web members completely supporting the elongated roof span for truss support from below, the elongated truss top chords and elongated truss bottom truss chord all in a common plane, the web members fastened to purlins that run between spaced apart roof trusses perpendicular to the common plane;a pair of spaced apart supplemental purlins in the elongated truss regions providing roof support by elongated truss ...

LOAD BEARING INTERLOCKING STRUCTURAL BLOCKS, MODULAR BUILDING SYSTEMS AND STRUCTURES

Construction materials intended for use as structural elements, such as structural blocks, used in the construction of buildings and civil engineering structures. The blocks can comprise hemp hurd and fibers, flax fiber, hydraulic lime and hydrated lime. In one aspect, the blocks may comprise a body shape configured so as to allow it to interlock with other blocks in the construction of a structure. Methods for manufacturing the blocks and structures comprising such materials and methods for building such structures are also disclosed. 1. A structure comprising a plurality of interlocking structural blocks , the blocks adapted for separate sections of the structure , wherein each block is made from a primarily fibrous material and a primarily lime based material , each block comprising a plurality of embedded members , one end of each member extending from one surface of the block , and a plurality of apertures extending within the block from an opposed surface of the block to the terminating end of the embedded member , the apertures adapted for engaging an extending end of an embedded member of an adjacent block.2. The structure of claim 1 , wherein the blocks are adapted for use as roof blocks claim 1 , wall blocks claim 1 , beam blocks or floor blocks.3. The structure of claim 2 , further comprising a plurality of structural ties.4. The structure of claim 2 , further comprising one or more headers or footers for a window or door.5. The structure of claim 2 , further comprising a sealing agent coating one or more adjacent block surfaces.6. The structure of claim 5 , wherein the sealing agent is a primarily lime mortar.7. The structure of claim 2 , further comprising a primarily lime material coating an inner surface of one or more of the wall blocks forming an interior surface of the structure.8. The structure of claim 7 , wherein the primarily lime material is colored.9. The structure of claim 7 , further comprising a substantially breathable paint coating the ...

CLEARSPAN FABRIC STRUCTURE

A clearspan structure including component systems, and methods of forming a clearspan structure including component systems, for mitigating hazards to personnel or equipment from explosions, fires, toxic material release, and other hazards in hazardous locations. The exemplary clearspan structure is also capable of withstanding environmental conditions such as snow loads and wind. The exemplary clearspan structure is, for example, a tent or fabric structure which includes a plurality of frame members forming a support system for the clearspan structure, and fabric roof portions and walls for enclosing the clearspan structure. 1. A tent , comprising: a pair of upright posts, each upright post having a first end connected to a base plate secured to a foundation or the ground and a second end connected to a rafter, and', 'a pair of rafters connecting at a first end to define a peak of each frame structure, each rafter having a second end that connects with a respective upright post and extends at an angle relative to the respective upright post; and, 'at least two frame structures, each frame structure comprisinga plurality of purlins, each purlin extending between two rafters of adjacent frame structures.2. The tent of claim 1 , further comprising:at least one roof fabric having keder edges that are received by at least one keder track installed on at least one of two adjacent rafters, such that the at least one roof fabric extending between the two adjacent rafters.3. The tent of claim 2 , wherein the at least one roof fabric extends over at least one of the plurality of purlins.4. The tent of claim 1 , further comprising a plurality of the frame structures that are spaced in a selected increment across a span width of the tent.5. The tent of claim 1 , wherein the plurality of purlins comprise a plurality of eave purlins claim 1 , each eave purlin extending between two adjacent upright posts via the second end of each upright post.6. The tent of claim 4 , further ...

Adjustable Truss Pick

The present invention relates to the field of hanging tubular space frame truss (“truss”) using truss picks. Truss units include tubular longitudinal truss chords, and tubular webbing elements interconnecting the truss chords. Truss picks attach to truss via the truss chords. Prior art truss picks were rigid and therefore incapable of adjusting attachment locations to account for variations in truss chord spacing. The invention described herein provides an adjustable truss pick having a swiveling saddle and clamp assembly that, as a result, creates adjustable spacing of truss pick attachment locations long desired in this field.

TRUSS-WALL INSTALLATION SYSTEM AND RELATED METHODS

A method for installing a truss-wall stud unit includes coupling a set of bottom plates with a foundation, coupling a set of hinge brackets with the set of bottom plates, coupling a first partial truss with a second partial truss to form a truss-wall stud unit, coupling the truss-wall stud unit with the bottom plates and hinge brackets, and hoisting the truss-wall stud unit into a substantially vertical position. A system includes truss-wall stud units which are connected to bottom plates using hinge brackets. Once connected to the hinge brackets and bottom plates, the truss-wall stud units are hoisted upright into a substantially vertical position using a cable system with a cable support system. Temporary interlocking spacer bars are used to brace the truss-wall stud units at predetermined intervals. 14-. (canceled)5. A system for installing a truss-wall stud unit , the system comprising:one or more truss-wall stud units coupled with a hinge bracket and a bottom plate;a cable system coupleable with the one or more truss-wall stud units, the cable system including a cable disposed through a passage of the truss-wall stud unit, the cable system configured to hoist the truss-wall stud units into a substantially vertical position with a winch; andone or more temporary interlocking spacer bars disposed between truss members of the one or more truss-wall stud units.6. The system as recited in claim 5 , further comprising a pulley coupled with a portion of the truss-wall stud unit.7. A hinge bracket comprising:one or more main portions including one or more holes for fasteners;at least one inner portion and at least one outer portion hingedly coupled with an intermediate portion along a fold line, the inner portion and outer portion disposed at least partially within the main portions;the at least one inner portion and the at least one outer portion foldable relative to the one or more main portions;the at least one inner portion and at least one outer portion including ...

Pre-Fabricated Structural Framing Kit and Method

A kit for framing a doorway, window, or passageway in a wall of a building includes a king stud having a channel formed along its length on one side. A jack stud includes a raised strip that is formed along its length, the raised strip fitting into the channel of the king stud to form a beam. A beam is provided on each side of the doorway, window, or passageway. A header extends across the top of the doorway. The header includes end projections that extend into the channels of the king studs and that rest on top of the jack studs of the beams. Brackets may be provided at the bottom of the beam to connect the beam to a bottom plate of a wall frame. A window sill plate extends between and into the king studs for window openings. 1. A kit for framing a door , window , or passageway in a wall , comprising:first and second king studs each having a first length, the first and second king studs each defining a channel extending in a direction of the length of the king studs, the channel being formed in a side of each of the first and second king studs;first and second jack studs each of a second length, the first and second jack studs each having a raised strip extending in a direction of the length of the jack studs, the raised strip being formed along a side of each of the jack studs, the raised strip of the first jack stud being configured to fit into the channel of the first king stud and the raised strip of the second jack stud being configured to fit into the channel of the second king stud;a header having an elongated body with first and second ends, the first and second ends each having an end projection, the end projection of the first end being configured to fit into the channel of the first king stud and the end projection of the second end being configured to fit into the channel of the second king stud; andthe first and second king studs and the first and second jack studs and the header being fastenable to one another to form a frame for a doorway, window or ...

SPACER BRACES FOR WALLS, JOISTS & TRUSSES

The present invention relates to using interlocking spacer braces between support members to construct wood and metal framed walls, floors and building trusses. Spacer braces have indentations, extensions, fingers that interlock horizontally, vertically or diagonally between support members. The spacer braces can form diagonal and lateral wall bracing, diagonal and vertical chords within building truss with either horizontally or vertical orientations, beams, hold-downs and shear walls. The spacer braces can be installed between wood or metal framing members. 1. A spacer brace for building construction comprising:a spacer bracing member having a web lying in a plane, said web having a first side and a second side, a first longitudinal side edge and a second longitudinal side edge with a first longitudinal flange connected to said first longitudinal side edge and a second longitudinal flange connected to said second longitudinal side edge of said web forming the elongated body having a U-shaped cross-section with the said web having a first end and an opposing second end;each end having engagement means for engaging said first support member and said second support member on said web on said first side and/or said second side the engagement means comprises a cut out section in said flanges with said cut out section indented into said web with the longitudinal ends of said first longitudinal flange and said second longitudinal flange engage the first side of said first support member with web finger extending over said first support member with said web extending against the second side of said first support member and the opposing second end having said cut outs section in said flanges with said cut out section indented into said web with the longitudinal ends of said first longitudinal flange and said second longitudinal flange engage said second side of said second support member with said web finger extending over said second support member with said web finger ...

Architectural structures having an expandable frame

An architectural structure for constructing a variety of goods in a variety of configurations is provided. The architectural structure includes a plurality of paired slat-like members and a spine configured to hold the plurality of paired slat-like members in an expanded state. Each paired slat-like members includes joined upper ends, joined lower ends and an expandable central region joined to an adjacent paired slat-like members.

Architectural structures having an expandable frame

An architectural structure for constructing a variety of goods in a variety of configurations is provided. The architectural structure includes a plurality of paired slat-like members and a spine configured to hold the plurality of paired slat-like members in an expanded state. Each paired slat-like members includes joined upper ends, joined lower ends and an expandable central region joined to an adjacent paired slat-like members.

LINTEL COVER

A lintel cover is installable on a lintel to protect the lintel from exposure to the elements and moisture. The lintel cover has an upper surface, side surface, lower surface and lip. The lip is preferably shorter than the height of an upper portion of the lintel to increase the ease of installation. 1. A cover for a lintel , the lintel having an upper portion and a lower portion , the upper portion generally perpendicular to the lower portion , the cover comprising:an upper surface and a lower surface;a side surface connecting the upper surface and lower surface at one edge of the upper and lower surface, the upper surface, lower surface and side surface covering the lower portion of the lintel;and a lip extending from an opposite edge of the upper surface adjacent to the upper portion, the height of the lip being less than the height of the upper portion of the lintel.2. The cover of in which the upper surface is generally parallel to the lower surface and the side surface is generally parallel to the lip claim 1 , and the upper surface and lower surfaces are generally perpendicular to the lower surface and the side surface.3. The cover of in which the lip extends up less than half of the height of the upper portion of the lintel.4. The cover of in which the height of the lip is between half an inch to one inch.5. A method of installing the cover of claim 1 , comprising the steps of:placing the cover on the lintel so the cover covers a portion of the lintel over a structural opening;placing a flexible covering over the lintel so the flexible covering partially overlaps both the lip of the cover and a structure behind the lintel.6. The method of in which the flexible covering further comprises a flashing covering over the lintel so the flashing partially overlaps the lip of the cover.7. The method of in which the flexible covering further comprises tar paper and the tar paper is placed over the flashing so the tar paper partially overlaps the flashing.8. The method ...

BRIDGING DEVICE

A bridging device in center girder construction for a building joint between two building components having at least two edge girders and at least one center girder is arranged between the edge girders and on at least one cross member bridging the building joint that each have a cross member bearing for bearing the cross member on the respective building components at their lateral ends. The object of the present invention is to provide a novel bridging device that is formed in particular space-saving. The initially described bridging device has a cross member having at least two cross member segments arranged along a longitudinal axis of the cross member and arranged displaceable relative to each other toward the longitudinal axis, so the length of the cross member is variable. 1. A bridging device in center girder construction for a building joint between two building components having at least two edge girders and at least one center girder that is arranged between the edge girders and on at least one cross member bridging the building joint that each have a cross member bearing for bearing the cross member on the respective building components at their lateral ends , whereinthe cross member has at least two cross member segments that are arranged along a longitudinal axis of the cross member and that are arranged displaceable relative to each other toward the longitudinal axis, so that the length of the cross member is variable.2. The bridging device according to claim 1 , whereinat least one cross member segment is formed as a guiding segment and one cross member segment is formed as a rodding segment wherein the guiding segment guides the rodding segment at least toward the longitudinal axis of the cross member.3. The bridging device according to claim 1 , whereinthe guiding segment at least in sections is formed as a tube in which the rodding segment is supported such to be at least partially displaceable into the same.4. The bridging device according to ...

SPACER BRACES IN TANDEM FOR WALLS, JOISTS & TRUSSES

The present invention relates to using interlocking spacer braces between support members to construct wood and metal framed walls, floors and building trusses. Spacer braces have indentations, extensions, with hook fingers, hook tongues and hook receivers along with U & W shaped clips that interlock horizontally, vertically or diagonally between support members. The spacer braces can form diagonal and lateral wall bracing, diagonal and vertical chords within building truss with either horizontally or vertical orientations, headers above doors and windows and shear walls. The spacer braces can be installed individually or in tandem between wood or metal framing. 1. A tongue for a self-locking connector for components of metal wall framing having the tongue and a receiver having spaced apart and roughly parallel first and second walls forming a space between the two walls , each wall having an inner side facing the inner side of the other wall and an outer side , the inner side of the first wall having fixation means , the receiver adapted to receive the tongue in the space between the first and second wall , the tongue comprising a connecting plate with a first side and an opposing second side , one or more fixation means extending out the first side of the plate , the fixation means adapted to engage fixation means in the inner side of the first wall of the receiver to lock the tongue in the receiver.2. A receiver for a self-locking connector for components of metal wall framing having the receiver and a tongue having a connecting plate with a first side and an opposing second side , one or more fixation means extending out the first side of the plate , the receiver comprising spaced apart an roughly parallel first and second walls forming a space between the two walls with an opening , the walls having a first side and an opposing second side , the opening positioned on the first side , each wall having an inner side facing the inner side of the other wall and an ...

Buckling restrained braces and related methods

Buckling restrained braces may include a core rod and a buckling restraining tube concentrically surrounding at least a majority of a longitudinal length of the core rod. The buckling restraining tube may be configured to inhibit buckling of the core rod upon compressive loading of the core rod. An end plate assembly may be attached, and longitudinally movable with respect, to an end of the core rod, the end plate assembly being located at a longitudinal end of the buckling restrained brace. A sleeve member may concentrically surround an end of the buckling restraining tube, the sleeve member affixed to the end plate assembly. A spring may be located laterally between the core rod and the sleeve member of the end plate assembly and longitudinally between, and in contact with, an end of the buckling restraining tube and a portion of the end plate assembly, the spring biasing the end plate assembly away from the core rod.

STRUCTURAL STEEL LINTEL

A structural lintel is similarly shaped as an I-beam having a horizontal lower (or bottom) flange, a horizontal upper (or top) flange and a vertical web extending therebetween. The flanges and the web form spaces, at respective lateral sides of the web. The upper flange is narrower in width than the lower flange. The depth of the lintel is determined by the height of the web. The height of the web is chosen such that the internal depth, being the distance between the facing internal surfaces of the lower flange and the upper flange is equal to: 1. A lintel , comprising:a beam structure having a top flange and a bottom flange with a web extending therebetween, the beam having an internal depth extending from an internal surface of the top flange to an internal surface of the bottom flange, the internal depth being equal to the sum of the number of brick courses to be received between the top and bottom flanges multiplied by the depth of a brick, plus the depth of mortar courses between the brick courses.2. The lintel of claim 1 , wherein the top and bottom flanges each have a thickness equal to the depth of a mortar course.3. The lintel of claim 1 , wherein the web has a thickness not greater than the depth of a mortar course.4. The lintel of wherein the top flange is narrower in the width than the bottom flange.5. The lintel of wherein the top flange is offset relative to the web.6. The lintel of wherein the top flange is centrally located relative to the web.7. The lintel of further comprising spaced holes in the web at heights corresponding to the mortar courses.8. The lintel of wherein the width of the bottom flange is less than the sum of the widths of two bricks plus a vertical mortar joint between them.9. The lintel of wherein the top and bottom flanges have a thickness of 10 mm and the web has a thickness no greater than 10 mm.10. The lintel of wherein the bottom flange width is between 200 mm to 210 mm.11. The lintel of further comprising tie-down formations ...

PISTON-BASED SELF-CENTERING BRACE APPARATUS

A brace apparatus for mounting between two structural components of a support infrastructure to absorb vibrational energy imposed on the support infrastructure. The brace apparatus comprises: (i) an elongate piston component having one end engaged with a piston plate and the other end configured for demountable pivotable engagement with a first structural component, (ii) a sleeve component for receiving the piston component therein, said sleeve component having a back cap for receiving the piston component therethrough and a front cap configured for demountable pivotable engagement with a second structural component, and (iii) a plurality of equidistantly spaced-apart tie rods housed within the sleeve component wherein one end of each tie rod is secured to the outer surface of the front cap and the other end is secured to the outer surface of the back cap, the tie rod slidingly inserted through an orifice provided therefore in the piston plate. 1. A brace apparatus for mounting between two structural components of a support infrastructure to resist tension forces and compression forces imposed on the support infrastructure , the brace apparatus comprising:an elongate piston component having a distal end and a proximal end, said distal end engaged with a piston plate and said proximal end configured to cooperate with a hinged component for demountable engagement with a first structural component;a sleeve component for receiving the piston component therein and communicating therewith the piston plate, the sleeve component having a back cap for receiving the piston component therethrough and a front cap configured to cooperate with a hinged component for demountable engagement with a second structural component; anda plurality of equidistantly spaced-apart tie rods housed within the sleeve component wherein one end of each tie rod extends through an orifice provided therefore in the front cap and is secured thereto and the other end of the tie rod extends through an ...

CEILING SYSTEM

A ceiling system in one embodiment includes first grid support members arranged in parallel spaced apart relationship. A pair of elongated lighting support members is arranged in parallel with the first grid support members. The lighting support members are spaced apart and define an axially elongated lighting opening. A lighting spacer bracket is connected between and supports the lighting support members from an overhead building support structure. In one embodiment, the bracket is configured to define a downwardly open cavity for at least partially receiving a lighting module therein. A lighting module is positioned in the lighting opening and supported by the lighting support members. In one embodiment, the lighting module may be a digital linear lighting module. 1. A lighting spacer bracket for supporting a lighting fixture in a ceiling system , the spacer bracket comprising:an elongated body;a substantially horizontal top wall;a first sidewall extending downwardly from the top wall;a second sidewall extending downwardly from the top wall, the first and second sidewalls spaced laterally apart;a mounting extension protruding laterally outwards from each of the first and second sidewalls in opposite directions, each mounting extension configured to engage a lighting support member of a ceiling grid support system; anda downwardly open cavity defined collectively by the top wall, first sidewall, and second sidewall, the cavity configured to receive a lighting module.2. The lighting spacer bracket according to claim 1 , wherein each mounting extension includes a downwardly open notch configured to engage a vertical edge of one of the lighting support members.3. The lighting spacer bracket according to claim 1 , wherein each mounting extension is configured for insertion through an elongated mounting slot formed through a respective lighting support member.4. The lighting spacer bracket according to claim 1 , wherein the body is formed of a planar plate or sheet of ...

Storage system

A storage system includes a storage grid structure and multiple remotely operated storage bin handling vehicles. The storage grid structure includes a first and a second type of vertical storage column profiles defining multiple storage columns in which storage bins can be stored one on top of another in vertical stacks. The storage column profiles are interconnected at their top ends by rails forming a horizontal rail grid upon which the bin handling vehicles may move in two perpendicular directions. The first type of storage column profiles has a cross-section comprising a hollow centre section and four corner sections. Each corner section includes two perpendicular bin guiding plates for accommodating a corner of a storage bin. The second type of storage column profiles has a cross-section comprising a hollow centre section having at least two connecting elements, and at least one corner section. The corner section includes two perpendicular bin guiding plates for accommodating a corner of a storage bin. The storage grid structure includes a grid supporting structure including at least some of the second type of storage column profiles interconnected, via their connecting elements by vertically inclined support struts.

BULGE NOTCH CONNECTORS

The present invention relates to a building construction using bulge notch connectors located within a wall cavity at the top and bottom end of metal framing members as well as through the holes in the metal forming members. The spacing-bracing members connecting the metal framing members have bulges, bulge notches, lips and lip notches in the spacing-bracing members and the holes securing the spacing bracing members have notches to secure framing members together. The holes can have holes notches or hole bulges to connect the bulges and bulge notches to connect metal framing components together. The longitudinal ends of the spacing-bracing members can have hook tongues with adjoining members having receiver holes for the tongue portion to fit into. 1. A structural framing system , comprising:a first longitudinal spacing-bracing member comprising a web lying in a plane, said web having a first side and a second side opposite said first side, a first longitudinal wall connected to said first side of said web and a second longitudinal wall connected to said second side of said web;said web, said first longitudinal wall and said second longitudinal wall forming a channel, said first longitudinal wall and said longitudinal wall each having a bulge extending inward toward said web and each said bulge having bulge notches having a first continuous cut into said bulge with said continuous cut starting at the inward curve ending at said opposing end of said bulge and separated by a second continuous cut with said first continuous cut and said second continuous cut form a first bulge side edge and a second bulge side edge with said bulge notch having a top bulge side edge and a bottom bulge side edge with a third cut connecting the start of said first continuous cut edge and said first start of said second continuous cut with a forth continuous cut being said bottom edged of said bulge notch with said bulge notches aligned to said bulge notches at said second longitudinal ...

TRUSS SYSTEM AND REINFORCEMENT

The present invention relates to a truss system, comprising: at least a first chord; at least a second chord wherein the chords are arranged substantially parallel, diverging, converging, or sloped with respect to each other; a truss brace comprises a first end and second end; and at least a plate comprises a plurality of plate edges, disposed between the truss braces, either in succession or alternating, communicating with the truss braces outer or inner wall surface (WS). 1. A truss system , comprising:at least a first chord;at least a second chord wherein the chords are arranged substantially parallel, diverging, converging, or sloped with respect to each other; anda truss brace comprises a first end and second end;characterized in thatat least a plate comprises a plurality of plate edges, disposed between the truss braces, either in succession or alternating, communicating with the truss braces outer or inner wall surface;at least one truss brace group comprises a first end and a second end, the truss brace group comprising at least one truss brace and the plate, arranged in a succession of obliquely, or in a succession of substantially perpendicular and obliquely, or in alternating of substantially perpendicular and obliquely, with respect to the chords, and coupled therebetween.2. The truss system of claim 1 , wherein the plate comprises a plurality of similar shape plate are stacked claim 1 , spaced apart claim 1 , and coupled by at least a tube.3. The truss system of claim 1 , wherein the plate comprising plate surface which can be configured to form at least one closed (continuous) or opened (discontinuous) plate surface claim 1 , defining a rectilinear or curvilinear structure.4. The truss system of claim 1 , wherein the plate can be configured to have same or different at any cross sectional profile as the truss brace cross sectional profile.5. The truss system of claim 1 , wherein the truss brace group comprising the truss braces and reinforcement plates ...

METHOD OF MANUFACTURE AND USE OF LOAD BEARING INTERLOCKING STRUCTURAL BLOCKS AND MODULAR BUILDING SYSTEM

Method of making construction materials intended for use as structural elements, such as structural blocks, used in the construction of buildings and civil engineering structures. In one aspect, the blocks may comprise a body shape configured so as to allow it to interlock with other blocks in the construction of a structure. Methods for manufacturing the blocks and structures comprising such materials and methods for building such structures are also disclosed. 1. A method for manufacturing an interlocking structural block comprising:(a) positioning a plurality of members into a mold using a jig, such that one end of a member will extend from one surface of the structural block being formed, with an opposite end of the member terminating partway within the structural block and elevated from a floor of the mold, wherein the mold is adapted for forming a plurality of apertures extending within the structural block from an opposing surface of the structural block, the apertures adapted for engaging with an extending end of an adjacent structural block;(b) mixing a primarily fibrous material with a primarily lime based material for forming a block composition;(c) applying the block composition into the mold;(d) curing the block composition in the mold, such that the block composition is allowed to form and harden around the plurality of members;(e) injecting a quantity of carbon dioxide into the block composition; and(f) resting the block composition in the mold for a predetermined period of time.2. The method of claim 1 , further comprising the step of compressing the block composition prior to the curing step.3. The method of further comprising the step of heating the block composition during the curing step.4. The method of claim 3 , wherein the block composition is cured in an autoclave claim 3 , operational for controlling one or more of the temperature claim 3 , humidity claim 3 , or carbon dioxide environment.5. The method of claim 1 , further comprising the ...

LEAN-TO RIGGING APPARATUS FOR SHAFT INSTALLATION

A lean-to rigging apparatus is described for installation in a shaft, such as an elevator shaft, having a wall and including at least one sill opposite the wall. The rigging apparatus includes a spanning beam, a sill support structure, a wall support member, and a hoist connector. The sill support structure on a first end of the spanning beam is designed to seat against a sill in the in the shaft while the wall support member on a second end of the spanning beam abuts against the opposite shaft wall. The sill support structure is rigidly connected to the spanning beam in a hingeless configuration and can seat against a sill in a plurality of seating positions. These seating positions allow the rigging apparatus to be positioned in a plurality of angles and therefore to be installed in shafts of different dimensions. The hoist connector is configured to allow a connection to a hoist device for hoisting various materials from one level to another within the shaft. 1. A lean-to rigging apparatus comprising:a spanning beam having a first end, a second end, and a length measured from the first end to the second end;a sill support structure rigidly attached to the first end of the spanning beam and configured to abut a first surface in a plurality of positions;a wall support member attached to the second end of the spanning beam and configured to abut against a second surface that is opposite the first surface; andat least one hoist connector arranged on the spanning beam, wherein the hoist connector is configured to allow a connection to a hoist device; the length of the spanning beam is longer than a horizontal distance measured from the first surface to the second surface along a direction substantially perpendicular to the first surface,', 'the apparatus is configured to define an angle measured from the spanning beam to the direction when the sill support structure abuts the first surface and the wall support member abuts the second surface, and', 'the angle is one ...

SELF-CENTERING DAMPING COLUMN AND DAMPING BRACE

A structural column includes a column body having a length Land a cross-section having a depth d that is greater than a width b, with the column body having two end portions at ends of the length of the column body, a first end cap positioned at the first end portion of the column body where the first end cap has a first width greater than the width bof the column body and has a first central line of the first width, and a second end cap positioned at the second end portion of the column body where the second end cap has a second width greater than the width bof the column body and has a second central line of the second width. Additionally, the first central line and the second central line are off-center from a central line of the width of the column body. 1. A structural column comprising:{'sub': c', 'c, 'a column body having a length Land a cross-section, wherein the cross-section has a depth d that is greater than a width b, the column body having two end portions at ends of the length of the column body;'}{'sub': 'c', 'a first end cap positioned at a first end portion of the two ends portions of the column body, the first end cap having a first width that is greater than the width bof the column body and having a first central line of the first width; and'}{'sub': 'c', 'a second end cap positioned at a second end portion of the two ends portions of the column body, the second end cap having a second width that is greater than the width bof the column body and having a second central line of the second width,'}wherein the first central line of the first width and the second central line of the second width are off-center from a central line of the width of the column body.2. The structural column of claim 1 , wherein the first end cap has a first cap portion having the first width band a second cap portion claim 1 , wherein the second cap portion tapers from the first width bto the width bof column body.3. The structural column of claim 2 , wherein the second ...

CURVED BRACE

A curved brace is described herein. In some embodiments, the curved brace includes a base plate that has a proximal segment with one or more fastener apertures that is configured to confront a vertical post, a distal segment located distal to the proximal segment that includes one or more fastener apertures that is configured to confront a lateral beam and a curved middle segment located between the proximal and distal segments. A support plate with a curved base as well as a curved free edge may be attached to the base plate. The curved middle segment of the base plate may have an apex facing the apex angle formed at the connection of the lateral beam to the support beam. Methods of using and manufacturing the curved brace are also described. 1. A method of manufacturing a curved brace comprising the steps ofa) providing a jig comprising a proximal arm comprising a top and a bottom, a distal arm comprising a top and a bottom, the proximal arm and the distal arm sloping towards one another, the proximal arm and the distal arm sloping towards each from the tops to the bottoms of the respective arms, the proximal arm forming an apex angle with the distal arm, each arm comprising an interior surface facing the other arm and an exterior surface opposite the interior surface;b) providing a base plate comprising a proximal end, a distal end, a length extending from the proximal end to the distal end, an interior surface, a base plate exterior surface located below the interior surface, a thickness extending from the interior surface to the exterior surface and generally perpendicular to the length, a front, a rear, and a width extending from the front to the rear and generally perpendicular to the thickness and the length, the base plate comprising a proximal segment, a middle segment distal to the proximal segment, and a distal segment distal to the middle segment;c) providing a support plate comprising a proximal end, a distal end, a length extending from the proximal ...

Extendable beam with slots

A system for traversing an opening of a construction element the system including a elongated housing with two extendable elements configured to reside at least partially within the housing. The extendable elements may extend beyond the housing and may include flanges or ledges which may engage the ends of a construction element, which may be a wall, and thus allow the system to traverse the opening of a construction element, such as a window or door. The system may allow a user to easily manipulate the system to fit a plurality of openings and reuse the system a countless number of times.

Building Structure Formed by Truss Modules and Method of Forming

Disclosed herein is a method of manufacturing a modular building structure. A plurality of structural truss modules are provided. Each one of the structural truss modules includes a spaced pair of elongated wood chords and a web connecting the elongated wood chords. The web including a plurality of metal support rods each having a pair of opposed threaded sections. The first of the pair of opposed threaded sections engaged to a first one of the elongated wood chords at an angle thereto. The second of the pair of opposed threaded sections engaged to the other one of the elongated wood chords at an angle thereto. The structural truss modules are cut to a predetermined length. A first member is connected between the spaced pairs of elongated wood chords. First ends of the plurality of structural truss modules are configured to connect to a ledger member. 1. A method of manufacturing a modular building structure comprising:providing a plurality of structural truss modules, wherein each one of the structural truss modules comprises a spaced pair of generally parallel elongated wood chords and a web connecting said elongated wood chords, said web comprising a plurality of metal support rods each having a pair of opposed threaded sections, the first of the pair of opposed threaded sections engaged to a first one of the elongated wood chords at an angle thereto, and the second of the pair of opposed threaded sections engaged to the other one of the elongated wood chords at an angle thereto;cutting each one of the structural truss modules to a predetermined length;arranging the structural truss modules with the wood chords substantially flat and adjacent one another, wherein the structural truss modules are substantially evenly spaced in a generally parallel orientation; andconnecting a first member between the spaced pairs of elongated wood chords of the plurality of structural truss modules;wherein first ends of the plurality of structural truss modules are configured to ...

Light weight constructional element

The production of lightweight constructional elements with properties of high strength can be improved by a shell-shaped basic body (1) having in its interior (2) reinforcing ribs (3) of moulded-on plastic, which are connected to the basic body (1) at discrete connecting points (11) via clearances (12) in the basic body (1), through which the plastic passes and extends over the surfaces of the clearances (12). <IMAGE>

PANELIZED SYSTEM AND METHOD OF ASSEMBLING A BUILDING USING A PANELIZED SYSTEM

A panelized system for structural decking systems. The panelized system has a plurality of joists operatively coupled together through one or more decking panels. In order to aid in resisting rollover (e.g., the joists rotating with respect to the decking panels and/or support members during installation) bracing members may be utilized. A bracing member may be operatively coupled to a joist (e.g., a lower chord of a joist, web, upper chord, or the like) and to the decking panel (e.g., location on the decking between two joists, such as the mid-point of decking between two joists, or the like). In this way, the joists may be supported directly to the decking instead of having to run cross-bracing (e.g., x-shaped, or the like) between each of the joists. Once the panelized system is assembled on the ground, the panelized system may be lifted into place and assembled to a building. 1. A system for a structure , the system comprising:a plurality of joists;one or more decking panels operatively coupled to the plurality of joists; andone or more brace members, each having a first end and a second end, wherein the first end is operatively coupled to a joist of the plurality of joists and the second end is operatively coupled to a panel of the one or more the decking panels between two adjacent joists.2. The system of claim 1 , wherein the plurality of joists claim 1 , the one or more decking panels claim 1 , and the one or more brace members are pre-formed into a panelized system claim 1 , and wherein the panelized system is lifted for operative coupling to one or more support members of the structure.3. The system of claim 1 , wherein the plurality of joists lack cross-bracing and horizontal bracing between adjacent joists of the plurality of joists.4. The system of claim 1 , wherein the first end of the one or more brace members is operatively coupled to a lower chord of the joist.5. The system of claim 1 , wherein the second end of the one or more brace members is ...

Lintel

A lintel is made up of a pair of elongate L or lazy Z cross-section rolled or pressed sheet metal members, (11, 12) secured by fasteners such as nails or screws (21, 22) to opposed sides of an incompressible spacer block (19). Where the sheet metal members of of lazy Z cross- section, their top flanges (13, 14) overlap and are secured to the block (19). The block may be recessed at the foot (27) of the lintel to receive a head of a window frame. The spacer block may be continuous or made up in a number of pieces which may be separated. Different widths of lintel may be obtained by using different spacer blocks (see dashed line 12 a). <IMAGE>

Prestressed steel pull rod for truss steel beam node support

本发明涉及一种用于桁架钢梁节点支撑的预应力钢拉杆，包括：拉杆、拉杆接头、套筒、缓冲筒体、托板、紧固件和垫弹性圈。所述拉杆的外表面上具有螺纹，且拉杆的两端均连接有所述拉杆接头，该拉杆接头上开设有连接孔。所述套筒套在拉杆上，所述缓冲筒体套在套筒的外表面上。所述托板套在拉杆上，且托板位于套筒的下方。所述紧固件套在拉杆上且两者螺纹连接，且套筒的上端和托板的下各设置一个所述紧固件。所述垫弹性圈套在拉杆上，且套筒的上端和紧固件之间以及垫弹性圈位于托板和紧固件之间均设置有一个所述垫弹性圈。本发明的这种预应力钢拉杆能够连续贯通连接各层衔架的钢梁节点，而且具有结构体系受力新颖，节点构造特殊的优势。

Fall

Beam structure

PURPOSE: A beam structure is provided to prevent fatigue fracture due to an external force and to enable an external panel to be easily installed on a curved surface. CONSTITUTION: A beam (1) structure comprises an upper panel (10), a lower panel (20), a side panel (30), a vertical reinforcement panel, a horizontal reinforcement panel, and a connection piece (60). Panel connection holes are formed at regular intervals on the upper panel. First, second, and third connection holes are formed at regular intervals on the lower panel and is diagonally installed by differentiating a position of each connection hole with an end of the upper panel. The side panel comprises a connection protrusion (31), a reinforcement panel connection groove (32), and a horizontal panel connection groove (33).

Face lintel for openings in stone building walls

FIELD: civil engineering, intended for newly erected, reconstructed stone buildings where decorative finishing of facades and interiors is provided. SUBSTANCE: lintel is made in the form of angled- section beam in opening span, and of T-section beam, on supports, whose horizontal flange is built in masonry, and vertical one projects from wall plane and has decorative scheme on face side. To fix lintel in design position at erection, vertical flange directed downwards tightly adjoins partition masonry with its lower part. To eliminate moisture that can get the wall masonry and vertical flange, lintel is furnished with drain holes arranged in horizontal flange near the internal rib. Lintels may be made of any configuration: straight, arched, curvilinear, etc.; and the decorative scheme of the lintel vertical flange may be very different and made in accordance with the architect's conception. EFFECT: considerable saving of expenditures connected with labour and materials due to exclusion of manual labour. 3 cl, 10 dwg 6953868 0с ПЧ Го РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (19) (51) МПК8 ВИ “” 2 082 859 ' 13) СЛ Е 04 С 3/02, 3/292, Е 04В 2/00 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 94015514103 , 27.04.1994 (46) Дата публикации: 27.06.1997 (56) Ссылки: Типовые конструкции и детали задний и сооружений. Серия 2. 130 - 1, вып. 1. -М.: 1969, с. 46. Авторское свидетельство СССР М 187593, кл. Е 04 С 302, 1980. (71) Заявитель: Московский государственный строительный университет, Захаров Аркадий Васильевич, Забалуева Татьяна Рустиковна (72) Изобретатель: Захаров А.В., Забалуева Т.Р. (73) Патентообладатель: Московский государственный строительный университет, Захаров Аркадий Васильевич, Забалуева Татьяна Рустиковна (54) ПЕРЕМЫЧКА ЛИЦЕВАЯ ДЛЯ ПРОЕМОВ В СТЕНАХ КАМЕННЫХ ЗДАНИЙ (57) Реферат: Изобретение ОТНОСИТСЯ К жилищно-гражданскому — строительству и предназначается для вновь возводимых, реконструируемых и реставрируемых каменных ...

Building system and method

A building system (10) comprising insulating formers (12) manufactured from an insulating material, for example polystyrene foam. Each former (12) has at least one internal wall defining a rebated portion (18) in which concrete can be cast, forming a reinforcing rib (20). The rebated portion (18) typically has a dove-tail profile to reduce the likelihood of the cast concrete rib (20) falling out. Each former (12) has locating formations or engagement means (22, 24) configured for complementary engagement with at least one other former (12), allowing the formers (12) to be arranged in register with one another. Also disclosed is a method of building which includes the steps of: shaping formers (12) from insulating material for example polystyrene foam, in such a way that the formers (12) each define a rebated portion (18) and engagement means (22, 24) configured for complementary engagement with at least one other former (12); casting reinforced concrete ribs (20) in the rebated portions (18); and arranging the formers (12) in abutment with one another.

Building system and method

一建造系统(10)包含多个由绝缘材料制成的绝缘模板，例如聚苯乙烯泡沫体；各模板(12)具有至少一内壁用于设置凹凸榫部分(18)，在所述凹凸榫部分混凝土能够凝固以形成一钢筋肋(20)；所述凹凸榫部分(18)通常为楔形以减少混凝土肋(20)脱出模板的现象；各模板(12)具有锁定装置或卡合机构(22，24)，其设置用于将绝缘模板与至少另一模板(12)相互卡合，用于各模板(12)相互准确校正；并固定。本发明还公开了一种建造方法，包括如下步骤：塑造如聚苯乙烯泡沫体的绝缘材料以形成多个模板(12)，每个模板(12)各设置有一凹凸榫部分(18)以及用于与至少另一模板(12)相互卡合的卡合机构(22，24)；在凹凸榫部分(18)浇注钢筋混凝土肋(20)；并且把模板(12)相互邻接。

A lintel

A lintel comprises a pair of plate members (7 and 8) joined by a channel member (11) having webs (14 and 15). A lower portion (16) of the web (15) is substantially perpendicular to form a locating member against which a window frame (17) is located. The plate member (8) is in a plane lower than the plate member (7) to accommodate the locating member. An insulating material (34) maybe provided in the channel (11).

Lintel with improved thermal efficiency

A lintel including an external wall support section comprising a horizontal 39 and vertical 38 plate at right angles and an internal wall support section comprising a horizontal 42 and a vertical 41 plate at right angles, where the two sections are joined by a sloping plate 40 and the horizontal plate of the internal wall support section is higher than the horizontal plate of the external wall support section, creating a recess. The core of the lintel may be provided with thermal insulation material 46 such as expanded polystyrene, rigid urethane foam etc. There may also be a horizontal thermal insulation material 44 and a lignocellulosic material 45, such as wood or timber, attached beneath the internal wall support section extending under the sloping panel leaving an air gap 47 between the insulating material and the sloping wall. Preferably there is a horizontal strengthening plate 43 between the external and internal wall support section and a thermally insulated metal mounting support base connected to provide support for the internal wall support section resulting in it being built up to the same level as the external wall support section.

Cast support structure of top plate of reinforced concrete building

본 발명은 철골콘크리트구조물의 상판 거푸집지지구조에 관한 것이다. 본 발명에 따르면, 수평방향으로 평행연장되는 H빔이나 박스빔과 같은 강재 빔(10)을 구조재로 사용하여 교량이나 건물의 상판을 시공하는 철골콘크리트구조물에 있어서, 마주보는 한쌍의 강재빔(10)을 가로질러 소정간격으로 배치되는 형강가로재(12)와, 상기 형강가로재(12)의 양단에 접합되며 수평방향으로 외향돌출되는 리브(15)가 구비된 브라켓(14)과, 상기 브라켓(14)의 리브(15)의 하부에서 상향관통하여 너트부재(19)와 체결되는 볼트부재(18)를 포함하며, 상기 브라켓(14)의 리브(15)와 너트부재(19) 사이의 공간의 일측에는 상기 강재빔(10)의 플랜지(11)가 끼워지고, 타측에는 지지편(16)이 끼워지며, 상기 형강가로재(12)의 상면에는 거푸집패널(20)이 배치되는 것을 특징으로 하는 철골콘크리트구조물의 상판 거푸집 지지구조가 제공된다.

PORTAL FRAME

1. Портальная рама, содержащая:по меньшей мере одну перемычку;по меньшей мере первую колонну;по меньшей мере один соединитель рамы для жесткого соединения по меньшей мере первой колонны с по меньшей мере одной перемычкой;по меньшей мере одно средство закрепления перемычки для закрепления соединителя рамы на по меньшей мере одной перемычке;по меньшей мере одно средство закрепления колонны для закрепления соединителя рамы на по меньшей мере первой колонне, при этом:по меньшей мере первая колонна выполнена из дерева или древесного/полученного из дерева материала, ипо меньшей мере один соединитель рамы содержит:боковой соединительный участок перемычки, выступающий за пределы боковой кромки первой колонны в направлении центра по меньшей мере одной перемычки; исоединительный участок колонны, проходящий вдоль по меньшей мере части высоты по меньшей мере первой колонны, при этом:по меньшей мере одно из по меньшей мере одного средства закрепления колонны расположено в боковом соединительном участке перемычки или в его области.2. Портальная рама по п. 1, дополнительно содержащая:по меньшей мере вторую колонну;по меньшей мере один соединитель рамы для жесткого соединения по меньшей мере второй колонны с по меньшей мереодной перемычкой;по меньшей мере одно средство закрепления перемычки для закрепления соединителя рамы на по меньшей мере одной перемычке;по меньшей мере одно средство закрепления колонны для закрепления соединителя рамы на по меньшей мере второй колонне, при этом:по меньшей мере вторая колонна выполнена из дерева или древесного/полученного из дерева материала, ипо меньшей мере один соединитель ра РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E04B 1/26 (13) 2014 119 887 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2014119887/03, 18.10.2012 (71) Заявитель(и): Симпсон Стронг-Тай Компани Инк. (US) Приоритет(ы): (30) Конвенционный приоритет: 18.10.2011 GB 1117949.6 (85) Дата начала рассмотрения заявки PCT на ...

Lintel assembly

Provided in the present invention is a lintel assembly for a construction work including an inner body part; multiple outer body parts which are spaced from the inner body part and vertically stacked; a position adjusting unit which interconnects the inner body part and the outer body parts and which horizontally moves the outer body parts to set a preset standard distance; and a vacuum space which is formed inside the outer body parts for insulation.

Reinforced Beam for Vinyl House

본 발명의 비닐하우스용 보강 구조물은 수직으로 고정되는 수직 프레임(1)과 상기 수직 프레임(1)으로부터 연장된 원호상의 원호 프레임(2)이 일체로 이루어진 수직 고정프레임(3)이 구비되고, 상기 수직 고정프레임(3)에 수평으로 고정되는 수평 고정프레임(5)이 구비된 비닐하우스용 보강 구조물로서, 상기 수직 프레임(1)에 고정되며, 일측으로 고정봉(112) 및 리브(113)가 돌출 형성된 수직 기둥부재(110); 상기 수평 고정프레임(5)에 일정 간격으로 고정되는 제1 고정부재(120); 상기 수직 기둥부재(110) 및 상기 고정부재(120) 사이에 트러스트 형태로 고정되는 다수의 제1 연결부재(130); 상기 다수의 제1 연결부재(130)가 고정되는 연결 고정부재(140); 상기 수평 고정프레임(5)에 일정 간격으로 고정되는 제2 고정부재(150); 상기 제2 고정부재(150)와 원호 프레임(2) 사이에 경사지게 고정되는 다수의 제2 연결부재(160); 상기 제2 연결부재(160)의 일측에 체결되는 체결부재(170); 상기 체결부재(170) 사이에 설치되는 스터드 볼트(180)를 포함한다. 이와 같은 본 발명은 이미 시공되어 있는 비닐하우스에 설치되므로, 비닐하우스의 구조적 안정성을 높이게 됨은 물론 하중에 대한 강도를 높이게 되고, 각 구성품을 볼트 등의 고정수단으로 고정하므로 조립 및 설치 작업이 용이하며, 가격이 저렴한 목재 등을 사용하므로 저렴한 비용으로 설치되는 효과가 있다. The reinforcing structure for a vinyl house of the present invention is provided with a vertical fixing frame 3 having a vertical frame 1 fixed vertically and an arc frame 2 extending from the vertical frame 1, And a horizontal fixed frame 5 fixed horizontally to the vertical fixed frame 3. The reinforcing structure for a vinyl house is fixed to the vertical frame 1 and includes a fixing rod 112 and a rib 113 A protruding vertical column member 110; A first fixing member 120 fixed to the horizontal fixed frame 5 at regular intervals; A plurality of first connection members (130) fixed in a thrust form between the vertical post member (110) and the fixing member (120); A connection fixing member 140 to which the plurality of first connection members 130 are fixed; A second fixing member 150 fixed to the horizontal fixed frame 5 at regular intervals; A plurality of second connecting members 160 slantingly fixed between the second fixing member 150 and the circular frame 2; A fastening member 170 fastened to one side of the second connection member 160; And a stud bolt 180 installed between the fastening members 170. Since the present invention is installed in an already-installed vinyl house, the structural stability of the vinyl house is improved, ...

Reinforcement structure for H-beam column

본 고안은 역타공법 지하구조물 시공시 H-형강 철골기둥에 버팀가새(Knee brace)를 보강하여 허용축하중을 높여줄 수 있도록 함으로써, 강재량 절감이 가능하여 경제적인 설계를 할 수 있는 H-형강 철골기둥의 보강구조에 관한 것이다. This design is to reinforce the knee brace on the H-beam steel column to reinforce the allowable axial load when constructing the underground structure of the reverse drilling method. It relates to the reinforcing structure of the steel column. 본 고안은 기둥의 약축방향에 버팀가새(Knee brace)를 설치하여 약축방향의 좌굴길이를 일정부분 감소시켜 줌으로써, 기둥의 허용축하중을 50∼70% 정도 향상시킬 수 있으며, 이에 따라 많은 양의 강재절감이 가능하여 기둥의 경제적인 설계가 가능하고, 또 설치 및 해체가 용이한 착탈식 버팀가새를 사용하여 재사용 및 재시공을 수월하게 할 수 있도록 함으로써, 경제적이고 효율적인 시공을 가능하게 한 H-형강 철골기둥의 보강구조를 제공한다. The present invention reduces the buckling length in the weak axis direction by installing a brace brace in the weak axis direction of the column, thereby improving the allowable shaft load of the column by about 50 to 70%. H-shaped steel frame enables economical and efficient construction by reducing steel materials and enabling economical design of columns and by using removable braces that are easy to install and dismantle. Provide the reinforcement structure of the column.

Truss for construct

본 고안은 조립식 트러스를 개시한다. 본 고안에 따른 조립식 트러스는 외측이 개방된 반원형상의 제1 및 제2 브래킷이 수직되게 일체로 형성되어 있으며 상기 제1 및 제2 브래킷에 수직되게 원호부가 형성되어 있는 제1 커플러와, 반원형상의 제1 브래킷과 이 제1 브래킷의 중앙부에 직교되어 있는 반원형상의 제2 브래킷이 일체로 형성되어 있는 제2 커플러와, 반원형상의 제1 브래킷과 이 제1 브래킷의 일단에 수직되어 있는 반원형상의 제2 브래킷이 일체로 형성되어 있는 제3 커플러와, 내측이 개방된 반원형상의 제1 및 제2 브래킷이 수직되게 일체로 형성되어 있으며 상기 제1 및 제2 브래킷에 수직되게 제3 브래킷이 형성되어 있는 제4 커플러 중 선택된 2개 또는 그 이상이 상호 결합되어 형성되는 연결구들과; 일단은 상기 연결구들 중 어느 하나의 상기 연결구에 삽입되고 타단은 다른 하나의 상기 연결구에 삽입되는 다수의 포스트들과; 지면에 대하여 수평하게 설치되는 상기 포스트들의 상측에 선반을 거치할 수 있도록 상기 포스트의 길이방향을 따라 슬라이딩 가능하게 결합되어 있는 부착플레이트들을 포함하여 구성된다. 낼 수 있는 효과가 있다. The present invention discloses a prefabricated truss. Prefabricated truss according to the present invention is the first coupler and the semi-circular member is formed with a semicircular first and second bracket of the outside is vertically integrally formed and the arc is formed perpendicular to the first and second brackets; 1 A second coupler in which a bracket and a semicircular second bracket orthogonal to the central portion of the first bracket are integrally formed, and a semicircular first bracket and a semicircular second bracket perpendicular to one end of the first bracket. The third coupler which is formed integrally with the first and the second bracket having a semicircular shape of which the inner side is opened is integrally formed vertically, and the fourth bracket is formed with the third bracket perpendicular to the first and second brackets. A coupler formed by two or more selected couplers coupled to each other; A plurality of posts, one end of which is inserted into the connector of one of the connectors and the other end of which is inserted into the other of the connector; It comprises a mounting plate that is slidably coupled along the longitudinal direction of the post to mount the shelf on the upper side of the posts installed horizontally with respect to the ground. There is an effect that can be made. 트러스, 포스트, 연결구, 조립 Truss, Post, End Connector, Assembly

Weldless building structures

A building structure including a first building member and a second building member may be connected by a plurality of fasteners, each fastener having a head, a threaded portion having a through hardness of between HRB 70 and HRC 40, a thread-forming portion of at least HRC 50 hardness enabling the fastener to form threads in at least the second steel building member, and a fluted lead portion of at least HRC 50 hardness with a nominal diameter between 70 and 95% of major diameter, such that the fastener is capable of providing a ratio of strip torque to thread-forming torque of at least 2.7 and a ratio of strip torque to drive torque greater than 6.0 when the second steel building member having a thickness of 0.25 inch and the fluted lead portion having at least one diameter within nominal diameter between 80 and 98% of major diameter.

Building lintel

Использование: при возведении малоэтажных зданий из арболита. Сущность изобретени : перемычка включает арболитовые блоки, уложенные в распор, который создаетс  клинь ми, уложенными в выемки„ Упором при этом служат крайние блоки, уложенные над простенком. Поверх блоков гвозд ми или болтами закреплена доска или брус, По боковым сторонам блоков в нижней их части прибита металлическа  полоса или уголок, длина каждого из которых меньше длины проема. 2 з.п. ф-лы, 2 ил.

Metal deck

일 실시예에서, 인접한 금속 시트로 성형된 다수의 데크 부품을 포함하는 금속 데크가 제공된다. 각각의 데크 부품은 금속 데크의 길이를 따라 성형된 다수의 접힌 리브를 포함한다. 다수의 접힌 리브 각각은, 건물의 적어도 하나의 트러스가 다수의 접힌 리브 사이에 맞춰 설치될 수 있도록 구성된다. 금속 데크는 콘크리트를 사용하지 않고 구조 격막을 완성하는 데 사용될 수 있다.

Inclined rigging device for shaft installation

描述了一种用于安装在竖井中的倾斜索具装置，所述竖井诸如为具有壁并且包括与所述壁相对的至少一个地坎的电梯井。倾斜索具装置包括跨接梁、地坎支撑结构、壁支撑构件以及起重机连接件。地坎支撑结构在跨接梁的第一端上被设计为坐落在竖井中的地坎上，同时壁支撑构件在跨接梁的第二端上抵靠相对的竖井壁。地坎支撑结构以无铰链构造被刚性地连接至跨接梁，并且能够以多个坐落位置坐落在地坎上。这些坐落位置允许索具装置位于多个角度，并且因此安装在不同尺寸的竖井中。起重机连接件构造为允许连接至起重机设备，所述起重机设备用于在竖井内将各种材料从一个水平高度吊起至另一个水平高度。

Slit lintel system for shear wall

본 발명은 슬래브로만 양측의 전단벽체를 연결함으로써, 강진 발생시 개구부 상부의 슬래브 양단이 소성 힌지가 되어 에너지를 소산하는 댐퍼로 거동하면서도 밑면 전단력과 전도 모멘트를 감소시켜 벽체 철근량을 감소시킬 수 있는 전단벽체 슬릿 인방 시스템에 대한 것이다. 본 발명 전단벽체 슬릿 인방 시스템은 이웃하여 나란히 구비되는 것으로 사이에 개구부가 형성되는 한 쌍의 철근콘크리트조 전단벽체; 상기 전단벽체에 일체로 결합되어 각 층을 수직 방향으로 구획하는 복수의 슬래브; 상기 개구부의 상부에 구비되는 것으로 상단은 슬래브의 하부에 일체로 결합되고, 양단은 전단벽체와 분리되는 슬릿인방보; 및 상기 슬릿인방보의 양단과 전단벽체의 사이에 구비되는 판 형상의 슬릿 부재; 로 구성되되, 상기 슬릿 부재의 양측에는 유도줄눈이 결합되며, 상기 슬래브로만 양측의 전단벽체가 연결됨으로써 슬래브 양단이 소성 힌지가 되어 에너지를 소산하는 것을 특징으로 한다. In the present invention, by connecting the shear walls on both sides only with the slab, the both ends of the slab on the upper part of the opening become plastic hinges when the stiffness is generated, thereby acting as a damper dissipating the energy, while reducing the bottom shear force and conduction moment, Lt; / RTI &gt; system. The present invention provides a shear wall slit in-line system comprising: a pair of reinforced concrete coarse shear walls adjacent to each other and having openings formed therebetween; A plurality of slabs integrally joined to the shear wall to divide each layer in a vertical direction; A slit-inward beam provided at an upper portion of the opening, the upper end being integrally coupled to a lower portion of the slab, and both ends being separated from the shear wall; And a plate-shaped slit member provided between both ends of the slit-in-shear beam and the shear wall; Wherein a guide joint is coupled to both sides of the slit member, and both ends of the slab are connected together by the slab, whereby both ends of the slab are fired to dissipate energy.

Lintel

린텔(100)이 여기에 개시되어 있다. 기술된 실시예에서, 린텔(100)은 세장형 린텔 몸체(106)를 포함하고, 세장형 린텔 몸체(106)는 세장형 베이스 부재(110) 및 세장형 베이스 부재로부터 연장되어 그들 사이에 세장형 채널을 한정하는 측부 레그(112, 114)를 포함한다. 세장형 린텔 몸체(106)는 석조물 요소(206)를 지지하기 위해 각각의 측부 레그(112, 114)로부터 돌출하는 립 부재(118, 120) 형태의 부하 지지 요소, 지지 구조체(202, 204)와 맞물리기 위한, 린텔 몸체의 단부에 있는 단부 부분(102, 104), 및 적어도 단부 부분에 배치된 복수의 돌출부(122)를 더 포함한다. Lintel 100 is disclosed herein. In the described embodiment, the lintel 100 includes an elongate lintel body 106, the elongate lintel body 106 extending from the elongate base member 110 and the elongated base member to form an elongated body therebetween. It includes side legs 112, 114 defining the channels. The elongated lintel body 106 includes load bearing elements in the form of lip members 118 and 120 protruding from respective side legs 112 and 114 to support masonry elements 206, support structures 202 and 204 and It further includes end portions (102, 104) at the ends of the lintel body, and a plurality of protrusions (122) disposed at least at the end portions for engagement.

Improved beam

FIELD: construction industry. SUBSTANCE: invention refers to construction industry, and namely to channel beam with hollow flanges located along opposite ends of beam web and passing from this web in one direction. Aim of this invention is to eliminate drawbacks of common all-service building beams. Channel beam with hollow flanges consists of flat web with two narrow rectangular cross-section flanges which are located along opposite edges of the above web and pass in one direction normal to surface of this web. Beam has the following optimum parameter ratios: Wf=(0.3)Db, Wf=(3.0)Df and Wf=(30)t. EFFECT: producing building beam being more useful for consumer in comparison to available all-service building beams. 29 cl, 25 dwg, 3 tbl ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (11) 2 340 744 (13) C2 (51) ÌÏÊ E04C 3/04 (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÎÏÈÑÀÍÈÅ ÈÇÎÁÐÅÒÅÍÈß Ê ÏÀÒÅÍÒÓ (21), (22) Çà âêà: 2005140555/03, 23.06.2004 (24) Äàòà íà÷àëà îòñ÷åòà ñðîêà äåéñòâè ïàòåíòà: 23.06.2004 (30) Êîíâåíöèîííûé ïðèîðèòåò: 23.06.2003 (ïï.1-29) AU 2003903142 (73) Ïàòåíòîîáëàäàòåëü(è): ÑÌÎÐÃÎÍ ÑÒÈË ËÀÉÒÑÒÈË ÏÐÎÄÀÊÒÑ ÏÒÈ ËÒÄ (AU) (43) Äàòà ïóáëèêàöèè çà âêè: 27.07.2006 (45) Îïóáëèêîâàíî: 10.12.2008 Áþë. ¹ 34 2 3 4 0 7 4 4 (56) Ñïèñîê äîêóìåíòîâ, öèòèðîâàííûõ â îò÷åòå î ïîèñêå: SU 314364 À1, 01.01.1971. FR 2024464 À, 28.08.1970. US 991603 À, 09.05.1911. US 6397550 Â1, 04.06.2002. US 6115986 À, 12.09.2000. (85) Äàòà ïåðåâîäà çà âêè PCT íà íàöèîíàëüíóþ ôàçó: 23.01.2006 2 3 4 0 7 4 4 R U (87) Ïóáëèêàöè PCT: WO 2004/113637 (29.12.2004) C 2 C 2 (86) Çà âêà PCT: AU 2004/000824 (23.06.2004) Àäðåñ äë ïåðåïèñêè: 191002, Ñàíêò-Ïåòåðáóðã, à/ 5, ÎÎÎ "Ë ïóíîâ è ïàðòíåðû", ïàò.ïîâ. Þ.Â.Êóçíåöîâîé (54) ÓËÓ×ØÅÍÍÀß ÁÀËÊÀ (57) Ðåôåðàò: Èçîáðåòåíèå îòíîñèòñ ê îáëàñòè ñòðîèòåëüñòâà, à èìåííî ê øâåëëåðíîé áàëêå ñ ïîëûìè ïîëêàìè, ðàñïîëîæåííûìè âäîëü ïðîòèâîïîëîæíûõ êðàåâ áàëî÷íîé ñòåíêè è ïðîõîä ùèìè îò ýòîé ñòåíêè â îäíîì íàïðàâëåíèè. Öåëüþ äàííîãî ...

Bracing system

A cross-brace for connection to a pair of parallel conventional joists comprises elongate brace members assembled to form a X-shaped array, with a pair of vertical reinforcement members extending between outer ends of the brace members. The brace members and reinforcement members are connected to one another and, when the cross-brace is assembled with the joists, the reinforcement members abut mutually opposed sides of the joists. When I-beams are employed, the outer ends of the brace members and the opposite ends of the reinforcement members cooperate to form right-angled notches for snugly receiving longitudinal beam members, which are interconnected in pairs by web members against which the reinforcement members abut. The web members are connected by dovetail joints to the beam members instead of simply being inserted in a conventional manner into slots in the beam members.

Joist bridging

A joist bridge has a web extending between a pair of end members. The web has a straight edge and an edge having a central indentation. The indentation provides a space through which plumbing pipes, electrical conduits and wiring and the like can be run. The joist bridge is economical of material and is therefore relatively inexpensive to manufacture. An adhesive strip may be provided along the top of the joist bridge to bond the joist bridge to the flooring above.

Wood i-beam bridge and beam structure

A wood structural assembly that includes engineered wood elongate I-beams disposed in parallel and spaced apart relation and interconnected by bridge elements disposed therebetween with each bridge element itself being a selected length portion of an engineered wood I-beam. The length of the selected length portion preferably corresponds in length to the spacing between the upper and lower flange of the elongate I-beam associated therewith. The length extent of the selected length portion forming the bridge element is disposed vertically when associated with and connected to opposed web faces of adjacent parts of elongate wood I-beams. The bridging and beam structure is applicable to building roof structures and floor structures.

Structural support system

A structural support system of paired top and bottom rails connected by a plurality of vertically-oriented brackets, for use in construction settings such as truss arrangements and staircases. The rails have elongated slots for receiving and retaining connectors of the brackets. For staircase arrangements, the upper rail further includes an upper elongated slot for receiving step supports, and at least two paired top-bottom rails are positioned laterally for a step to be secured to upper surfaces of the laterally-adjacent step supports. Spacers can be employed in any or all of the slots for providing a desired distance between brackets or step supports.

Building frame member

A reinforcing brace for attachment to a web member of a building framework such as a truss to prevent bending or flexing out of a plane of the truss. Fasteners secure the brace to the web member at a lateral side of the web member such that front and back sides of the web member remain free from fasteners. The brace is entirely within thickness confines of the truss.

Improved building structure and method of use

All improved building structure (10) and method of use comprising separately fabricated floor, (12) wall (36) and ceiling (97) structures capable of withstanding shear and seismic forces. The wall structure (36) comprises an elongate track (40) and a plurality of posts (42) rigidly attached to a foundation structure (30) of the building. Disposed between the posts are a plurality of interlocking foam wall sections (46) which encapsulate the posts (42) of the wall structure (36). Attached to the top ends of the posts are upper and lower header beams (44, 45) which serve as a support structure for the roof (96) and ceiling structures (97). Brace members (74) are attached to the posts (42) and header beam (44) to provide the wall structure (36) with increased seismic stability.

Strap holding device

The present invention provides a connection having a plurality of parallel structural members. The structural members are bridged by strap member, preferably light gauge steel. The end of the strap member is held in place by an overlapping strap holder. Fasteners hold the strap holder and the strap to the underlying structural member, with at least one passing through only the strap holder into the first side of the the first structural member.

Lost shuttering for concrete structures - has L-section sides with cylindrical cavities and base with trapezoidal section cavity

Each side (3) of the shuttering has an L section, with the longer side of the L having open-cylindrical cavities all down one side. The base (4) of the shuttering is a rectangular parallelepiped in shape and has a trapezoidal section cavity. Both sorts of cavity are for improving the adhesion of the concrete inside the shuttering. Teh sides may be different heights and rest on spacer blocks (5). Sides and bases may be assembled to form posts, walls, lintels etc.