Patent classifications
E04C3/17
On-job-site method of and system for providing class-A fire-protection to wood-framed buildings during construction
A method of and system for on-job-site spray coating of clean fire inhibiting liquid chemical (CFIC) liquid all over the exposed interior surfaces of raw and treated lumber, sheathing and wood used in a completed section of a wood-framed assemblies in a wood-framed building during its construction phase. The system includes a liquid spray pumping subsystem having a reservoir tank for holding a supply of the CFIC liquid; and a hand-held liquid spray nozzle for spraying the CFIC liquid from the reservoir tank, over the exposed interior wood surfaces of lumber and sheathing used in a completed section of a wood-framed assembly in a wood-framed building during construction phase. The CFIC-coated wood surfaces suppress fire ignition and suppression by interfering with free radicals (H+, OH, O) produced during the combustion phase of a fire.
Methods of designing and constructing Class-A fire-protected multi-story wood-framed buildings
A method of and system for designing and constructing high-density multi-story wood-framed buildings, and Class-A fire-protected building components, and methods and factories for producing the same in an economical manner. An on-job-site method is provided for treating wood-framed buildings so that such wood-framed buildings demonstrate Class-A fire-protection and improved defense against total fire destruction.
Methods of designing and constructing Class-A fire-protected multi-story wood-framed buildings
A method of and system for designing and constructing high-density multi-story wood-framed buildings, and Class-A fire-protected building components, and methods and factories for producing the same in an economical manner. An on-job-site method is provided for treating wood-framed buildings so that such wood-framed buildings demonstrate Class-A fire-protection and improved defense against total fire destruction.
Structural building element
A timber I-beam 701 has a top chord 702 and a bottom chord 704 forming the flanges of I-beam and a series of side by side timber blocks 706 each separated from the next by a gap 722, together forming a uniplanar, intermittent web. Cables and pipes for a building may run transversely through the gaps 722. A method of making the I-beam is described.
Structural building element
A timber I-beam 701 has a top chord 702 and a bottom chord 704 forming the flanges of I-beam and a series of side by side timber blocks 706 each separated from the next by a gap 722, together forming a uniplanar, intermittent web. Cables and pipes for a building may run transversely through the gaps 722. A method of making the I-beam is described.
TRUSS MEMBER CONNECTOR, REINFORCED TRUSS, AND TRUSS REINFORCING METHOD
The present disclosure provides in various embodiments a truss member connector including a first attachment section, a second attachment section, a connection section connecting the first attachment section to the second attachment section, and one or more guide pins. The present disclosure provides in various embodiments a reinforced truss and a method for reinforcing a truss member of a truss with the additional reinforcing member which includes attaching an additional reinforcing member to the truss member with a plurality of truss member connectors to enable rotation of the additional reinforcing member relative to the truss member such that the additional reinforcing member adds support and rigidity to the truss member and the entire truss.
TRUSS MEMBER CONNECTOR, REINFORCED TRUSS, AND TRUSS REINFORCING METHOD
The present disclosure provides in various embodiments a truss member connector including a first attachment section, a second attachment section, a connection section connecting the first attachment section to the second attachment section, and one or more guide pins. The present disclosure provides in various embodiments a reinforced truss and a method for reinforcing a truss member of a truss with the additional reinforcing member which includes attaching an additional reinforcing member to the truss member with a plurality of truss member connectors to enable rotation of the additional reinforcing member relative to the truss member such that the additional reinforcing member adds support and rigidity to the truss member and the entire truss.
Hinged heeled connector for trusses for manufactured housing
A connector and a method of providing a framing component for building construction are disclosed, the connector including a first member having opposite plate members with a top portion and a bottom portion, wherein the top portion is pivotally connected to the bottom portion, and a second member having a base member with attachment members, wherein the second member is attached at an angle of 14-50 degrees to the first member. The method is a method of providing a framing component for building construction, the method including the steps of providing the connector, connecting a top chord to the top portion of the connector, and connecting a bottom chord of a wooden joist to the bottom portion of the connector, wherein the connector connects the top chord and the bottom chord in such a way to allow for the top chord and bottom chord to stay in intact.
Hinged heeled connector for trusses for manufactured housing
A connector and a method of providing a framing component for building construction are disclosed, the connector including a first member having opposite plate members with a top portion and a bottom portion, wherein the top portion is pivotally connected to the bottom portion, and a second member having a base member with attachment members, wherein the second member is attached at an angle of 14-50 degrees to the first member. The method is a method of providing a framing component for building construction, the method including the steps of providing the connector, connecting a top chord to the top portion of the connector, and connecting a bottom chord of a wooden joist to the bottom portion of the connector, wherein the connector connects the top chord and the bottom chord in such a way to allow for the top chord and bottom chord to stay in intact.
Element marking device
A marking device for marking a truss element of a truss may include a print mechanism arranged to print selected truss information on lumber elements moving on a conveyance system passed the print mechanism, the selected truss information including one of an element identifying truss diagram, a truss plate location, and an intersecting member identifier, a position sensing device configured to sense the position of the lumber relative to the print mechanism, and a computing component, the computing component including a geometry extraction module for extracting the geometry of the element to be marked, an element marking generator for generating print instructions for the selected truss information, a position sensing module for interfacing with the position sensing device to ascertain the position of the lumber element, and a print control module for controlling the print mechanism to print the selected truss information.