A beam-column node structure of the steel prefabricated building is provided. The structure includes inner sleeves and driving components. The inner sleeves are slidably embedded in the transverse sleeves of the cross beam or node member; the driving components are used to drive the inner sleeves to move from one of the cross beams and the transverse sleeves embedded with the inner sleeves to the other. The inner sleeves are partly located in the crossbeams and partly in the lateral sleeves, and then the internal connection between the crossbeams and the lateral sleeves can be realized by the fasteners.

A system for providing an angled construction or bent beam construction. Such system may include a first beam comprising a first elongated beam segment having a first interlocking joint portion at one end, and a second beam comprising a second elongated beam segment having a second interlocking joint at one end, wherein the first interlocking joint portion is configured to rotatably couple to the second interlocking joint to form a rotatable joint such that the angle between the first beam and the second beam is adjustable.

A computer-implemented method for deciding on a bracket connection is provided. The method comprises selecting one of a specific bracket type or a specific configuration of a supported member and a supporting member, identifying, based on the selected bracket type if such is selected, at least one configuration of a supported member and a supporting member associated with the selected bracket type, or, based on the selected specific configuration of a supported member and a supporting member if such is selected, at least one bracket type being associated with the configuration of the supported member and the supporting member, the bracket and the configuration of the supported member and the supporting member together forming a bracket connection, and determining one or more properties of the identified bracket connection.

Embodiments of the present invention relate to a structural frame member which includes a brace member that is used to absorb energy when the structural frame is subjected to loadings such as seismic, wind and gravity loads. The brace member is coupled to a restraining member that increases the buckling capacity of the brace member so that the brace member has approximately the same load axial capacity in compression as in tension. Embodiments of the invention also relate to the design, construction and assembly of the connection of the brace member that couples the brace member to a gusset plate which is coupled to the beam and column in the structural frame.

A deck framing system includes a perimeter support member that has a joist support wall and a web wall extending perpendicularly from the joist support wall and an overhang wall extending perpendicularly from the web wall. First and second joist support brackets include a joist support portion and a pair of attachment wings, where each one of the pair of attachment wings contacting the web wall of the perimeter support member. First and second joists each include a deck support wall and a lower wall. The deck support walls of the first and second joists are disposed between the overhang wall and the joist support portions, and the lower walls are disposed between the joist support portions and the joist support wall.

The present invention relates to siding/covering materials (20) which are made of composite materials to be covered over metal posts (10) or horizontal bearing members (50) with angular or circular cross-section and which comprise reinforcing cells (25). Said composite material is composed of materials such as wood, plastics or a derivative thereof, pressed wood and paper, pressed plastics etc.

A beam system and method of erecting a supporting arch enables large roofed structures to be erected quickly and economically. The method includes aligning a plurality of structural elements longitudinally; connecting upper corners of the structural elements to upper corners of adjacent structural elements, wherein adjacent lower corners of the structural elements remain unconnected; elevating first and second structural elements in a middle of the supporting arch; connecting lower corners of the first and second structural elements together; elevating third and fourth structural elements adjacent the first and second structural elements, respectively; and connecting lower corners of the third and fourth structural elements to lower corners of the first and second structural elements, respectively.

A waterproof and safety framing system is disclosed. The framing system includes a building defining an opening, a wall panel, and a framing assembly. The framing assembly includes receiver and a bottom track. The receiver is installed along an edge of the opening, with the receiver including a receiver bottom wall that defines a receiver ridge extending along a length of the receiver. The bottom track is attached to an edge of the wall panel and including a track bottom wall that defines a track ridge, with the receiver and the bottom track matingly engaging such that the bottom track overlays the receiver and the receiver ridge and the track ridge are proximal one another. The framing assembly is structured to prevent the wall panel from passing through the opening in a first direction.

Precast wall systems and methods for constructing a high-rise building using the precast wall system is disclosed. In one embodiment, the system includes a plurality of interconnected precast panels, each having a top end plate, a bottom end plate, a plurality of vertical bars disposed between the end plates and a cementitious material encasing the vertical bars and defining a plurality of sides of the respective panel. A first of the precast panels has a first column member half defining a right side of the first panel, a second of the precast panels has a second column member half defining a left side of the second panel such that, when the right side of the first precast panel and the left side of the second precast panel are disposed horizontally adjacent to each other, the first column member half and the second column member half collectively form a column member.

A multi-story building that includes a vertical support core and a plurality of floor plates is described, wherein fabrication of the building includes, in one embodiment, assembling each of the floor plates at or near ground level, and lifting each of the floor plates to a design level on the vertical support core. A system and device for securing one of the floor plates to the building includes employing a vertically-oriented lock-in bracket.