A frame system for a building structure includes beam members. Each beam member includes two opposed, parallel flanges. A web is interposed between the flanges. Spreader members include two opposed, parallel side flanges, a web interposed between the side flanges and two opposed end flanges bridging the side flanges at respective terminal ends of the web. The beam members and the spreader members are configured to be fastened to each other to form a frame assembly.

A modular building structure, obtained by assembling a plurality of module frames to obtain a complex frame is provided. The structure includes walls and floors implemented by cladding panels, and the module frames have a substantially parallelepiped shape. The structure includes connecting knots joining module frames adjacent on a same plane, on the lower side or upper side, at angles, or which provides for the connection of the module frames to a basement or to a roof structure. Each knot has a box-like structure with an inner core shaped like a hollow straight parallelepiped, formed by six walls facing two by two, each wall has an opening that form respective channels opened according to orthogonal axes. At each opening, the knot includes a corresponding supporting plate, parallel or orthogonal therebetween; each supporting plate, extending beyond the plane defined by one or more adjacent supporting plates, defines a respective rest.

A deck board support bracket includes a drainage channel in a top surface of the bracket and deck boards are secured in an end to end manner with a space between two deck board ends centered over the drainage channel. Water presented on the deck surface at two deck board ends passes therebetween and to one side of a supporting joist. The deck board support bracket can be used with various deck board fastening arrangements and preferably is made of an injection molded plastic material.

Provided herein is an assembly for carrying or supporting a load. The assembly comprises a plurality of members connectable in an assembled arrangement for carrying or supporting the load. Each member comprises a first end and a second end, at least one of the first end and the second end has a pair of connecting members comprising two lugs that each has defined therein two holes. The lugs are configured for alignment with a corresponding pair of lugs formed on another member in the assembly. Fasteners extend through the holes formed in the lugs when the holes are aligned. Further provided are members for use in the assembly and connector elements for attaching two or more members in the assembly.

A frame system for a building structure includes beam members. Each beam member comprises two opposed, parallel flanges. A web is interposed between the flanges. Spreader members comprise two opposed, parallel side flanges, a web interposed between the side flanges and two opposed end flanges bridging the side flanges at respective terminal ends of the web. The beam members and the spreader members are configured to be fastened to each other to form a frame assembly.

A system and method for a modular structure system is illustrated. The system includes a plurality of posts and beams. The posts are vertically oriented to define a space. The plurality of posts includes a mating aperture. A beam is included to span the distance between the posts. The beam includes a mating stud protruding out from the beam and configured to pass through the mating apertures of the plurality of posts. An anchor is in communication with the plurality of posts to secure each into a desired position. Siding is coupled to the plurality of posts and the beams to restrict access between the plurality of posts. The location of the beams is interchangeable between the plurality of posts so as to adjust the layout of the space without moving the posts.

A joint attachment system for a reconfigurable truss includes a first joint attachment having a first pivot axis and a second joint attachment having a second pivot axis. The first joint attachment and second joint attachment form a concentric spherical joint linkage when attached to a first body member and a second body member, respectively. The first pivot axis of the first joint attachment intersects the second pivot axis of the second joint attachment at a single point X which defines a center of the concentric spherical joint linkage. The concentric spherical joint linkage is configured to allow the addition of one or more joint attachments and body members to the truss node. In addition, the concentric spherical joint linkage is configured to allow the removal of one or more joint attachments and body members from the truss node.

A combined member, comprising a communication rod (1) and a connecting rod (2), wherein the connecting rod (2) comprises a rod body (2.1) and a connector (2.2), the connector (2.2) being a fastening connector (3) or a sleeving connector (4), the rod body (2.1) of the connecting rod (2.1) and a rod body of the communication rod (1) being of a strip-shaped structure, the connecting rod (2) being connected to the communication rod (1) by the fastening connector (3) or the sleeving connector (4), the axis of the connecting rod (2) intersecting that of the communication rod (1) connected thereto. The combined member has the advantages of high bearing capacity, and convenient construction.

A method of forming a three-dimensional frame structure is provided. The structure includes a plurality of rigid wall panels that are adhesively secured to components of a system. The components are specially designed to allow for adjusting the dimensions of a wall panel. The method generally comprises providing a series of corner castings, and providing a series of linear extrusion members. The method also includes connecting the series of corner castings and the plurality of linear extrusion members to form a three-dimensional frame, and adhesively securing rigid wall panels to the three-dimensional frame to form the frame structure. The rigid panels may include porcelain ceramic tiles, natural stone tiles, or other panels.

A method of forming a three-dimensional frame structure is provided. The structure includes a plurality of rigid wall panels that are adhesively secured to components of a system. The components are specially designed to allow for adjusting the dimensions of a wall panel. The method generally comprises providing a series of corner castings, and providing a series of linear extrusion members. The method also includes connecting the series of corner castings and the plurality of linear extrusion members to form a three-dimensional frame, and adhesively securing rigid wall panels to the three-dimensional frame to form the frame structure. The rigid panels may include porcelain ceramic tiles, natural stone tiles, or other panels.