摘要:
The disclosed technology provides a seismic yielding connector. The seismic yielding connector includes a U-shaped plate configured to connect a side stud of a panel to another component of a panel and a yielding plate located between the U-shaped plate and the side stud of the panel. A high-strength bolt connects the U-shaped plate, the yielding plate, and the side stud of the panel to a structural column. A bushing is located between the U-shaped plate and the structural column.
摘要:
The present Stacked Wall Truss Construction and its use in multi¬story buildings makes use of prefabricated modular wall elements (100) that are interconnected in three dimensions to enable the rapid completion of building construction with improved quality of construction over that found in traditional multi-story building construction. The resultant building is a structural steel frame without the use of stacking columns. Vierendeel trusses (100) with vertical members (101-105) of tube steel are used, thereby the construction process becomes stacking trusses fit up as complete walls, not erecting columns. An inner “Mating Member” (131-135) enables each truss to be near perfectly positioned on top of the installed truss below.
摘要:
The invention relates to a tower of a wind power plant, having a lower part in the form of a lattice tower or truss tower with at least two corner bars, and an upper part in the form of a cross-sectionally substantially round tubular tower, wherein each particular corner bar is put together from a plurality of steel tube profiles that are connected together in the longitudinal direction. In order to achieve good transportability and easier assembly of the components of such a tower, the invention proposes a modular tower concept. According to the invention, each particular corner bar is in this case put together from at least three steel tube profiles which are provided with perforated flanges for holding screws, wherein the corner bars are connected together by cross struts and/or tension struts attached to the flanges, and wherein the steel tube profiles of each particular corner bar are spirally welded steel tube profiles.
摘要:
Structural columns are fastened to one another vertically. Wall panels may be fastened to the structural columns so that load is transferred through the structural columns rather than vertically between the wall panels.
摘要:
A kit and method for constructing a building. The kit includes premanufactured support members configured to be assembled together into a framework for supporting a floor. The framework can be a grade level framework or above grade framework. Premanufactured floor deck planks can include leveling assemblies for leveling the planks on the framework and/or clamping assemblies for securing the planks to the framework. Filler material can be inserted into the gaps between the floor planks and frame members to provide further support. The framework can include an arrangement of trusses and connection assemblies for providing two-way support to floor deck planks.
摘要:
An improved W-column provides flange tabs on the top-and-bottom outside corners of the W-column flanges, and vertical bolt-on connections to temporarily mount one column positioned by a crane on top of another by bolting the bolt-on connections to the corresponding flange tabs to properly align one W-column above another W-column. The improved W-column further allows the two vertically positioned W-columns also to be connected together by bolting the web of the upper W-column to the web of the lower W-column before permanently welding the two vertical W-columns together. Once positioned, these vertically aligned W-columns are can be permanently joined together with the Arcmatic® VertaSlag® ESW-NG welding process. In this manner all vertical W-column elements of a steel framed high rise building can be quickly erected.
摘要:
A connecting node for metallic structures, specifically for structures based on props or pillars (1) wherewith cross beams (2) are associated, wherein said pillars (1) incorporate rosettes (3) separated by a predetermined distance, each of which having a polygonal window (31) and at least one circular hole (32); while the beams (2) include on their edges a fork (4) having a stub (41) with a polygonal configuration that projects from the lower side and has a configuration equivalent to the window (31) and at least one hole (42) in correspondence with the hole (32) of the rosettes (3); the foregoing in anticipation that a fork (4) will be fitted into a pair of rosettes (3) without possibility of sideways movement of the beam (2) and, once the structure is assembled, that it will be immobilised by means of at least one screw (6) which, passing through holes (32) and (42), establishes the definitive connection.
摘要:
There is provided building structures that are demountable from a first configuration to be reassemblable to the first configuration or another configuration. The building structures include systems and kits for the structure, post anchors, kits for floor structure, method for assembling floor structures, wall and ceiling support systems, electrical junction box supports, and kits for frame assembly.
摘要:
A container/building system comprising; at least one elongate structural member at least one connecting member, the connecting member able to be realisably connected to the structural member and at least one plate that is able to realisably engage with at least one structural member.
摘要:
A method and system disclosed herein provides generating an architectural diagram describing an architectural layout of a building, wherein one or more walls of the building are designated as standardized structural walls, automatically positioning each of the standardized structural walls to a geometric grid, and mapping (or “placing”), using a computer, one or more of a plurality of standardized structural components, including standardized panels, standardized columns, and standardized trusses to coordinates of the geometric grid.