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 walls are created with stacking modular elements to form a vertically continuous structure, and Floor Modules (161,162) are supported by a Floor Shelf (141-144) at predetermined elevations to provide a solid surface on top of which a Topping Slab (1031,1032) of concrete is poured which fills the space between the Floor Module and the Wall Trusses to create an integral structure.

The present Stacked Wall Truss Construction and its use in multistory 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.

The invention relates to a method for constructing buildings having a reticular structure and to a building constructed using said method. The method comprises the steps of: erecting a set of columns (1, 2, 3, 4) that form the vertical supporting structure, on foundations or piles; arranging, in a lower zone of the structure (100), a heap (5) with fully constructed floor modules (6) inside the space defined by the columns (1, 2, 3, 4) and in the same vertical order as the definitive order planned for each of the floor modules of the structure (100) forming the building; raising the floor modules (6) by means of elevators, to place same in their definitive positions at corresponding heights; and joining the floor modules (6) to the columns (1, 2, 3, 4) by means of screwing, welding, riveting or an equivalent system.

An edge seal for a modular thermal isolation barrier for preventing passage of air through a gap in a data processing equipment arrangement includes a seal portion and a base portion. The seal portion is formed of a resilient material capable of deflection by a rigid adjacent structure. The base portion is formed of a rigid material and includes a pair of side channels opening at opposite sides thereof and a panel-receiving end channel. Each of the pair of side channels includes a first distal flange arranged to extend inwardly from one side of the respective channel and a second distal flange arranged to extend inwardly, and toward the first distal flange, from the other side of the respective channel, whereby each side channel is generally C-shaped and includes a channel opening having a width that is narrower than a width of a channel interior. Each of the seal portion and the base portion has a generally uniform cross-sectional shape.

Disclosed herein is a moment-resisting frame for connecting beams and columns of a structure. The moment-resisting frame may include a beam comprising a top horizontal flange, a bottom horizontal flange, and a vertical web fitted securely between the top horizontal flange and the bottom horizontal flange. The moment-resisting frame may also include a column comprising a lateral vertical flange. The lateral vertical flange may include a top flange threaded hole, a bottom flange threaded hole, a first lateral flange threaded hole, and a second lateral flange threaded hole. The moment-resisting frame may further include a plurality of rows of coplanar plates that retrofitted around an outermost periphery of the beam.

Pyramidal housing autonomous and suitable for different environmental conditions. Its pyramidal structure (1) is made up of metal profiles (10) that include corner pillars (10a), side pillars (10b), beams or cross structures of mezzanine (17)(19) and rafters that form the openings (4), being the pillars anchored to the foundation beam (13); over this structure, the outer covers (15) that form the pyramidal walls (15a) are mounted; in the blind sections of the outer cover (15) of the upper floor there are mounting supports (32) for arrangements of solar panels (30), while at the apex (12) there is a wind energy generator; other blind sectors allow the mounting of a solar heater (50).

A method and apparatus according to which a blast resistant shelter is assembled. The blast resistant shelter includes first and second structural members, a third structural member coupled to the first and second structural members, a first airway adjacent the third structural member, and a first blast panel pivotably mounted to the third structural member and adapted to pivot thereabout in response to a blast wave. In a first configuration, the first blast panel is detachably connected to a first portion of the blast resistant shelter and prevented from pivoting about the third structural member so that the first blast panel obstructs air flow through the first airway. In a second configuration, in response to the blast wave, the first blast panel is detached from the first portion of the blast resistant shelter and permitted to pivot about the third structural member to permit air flow through the first airway.

A plurality of base units is loaded onto a plurality of trailers. The plurality of trailers is coupled to a plurality of trucks. The plurality of trucks is transported to a construction site. The plurality of base units is unloaded from the plurality of trailers and placed at the construction site to form a wall.

A modular framework having a plurality of elongate structural members interconnected by brackets is provided. Each of the brackets includes at least one tubular socket to receive a structural member, and an array of holes is provided on a face of the socket to permit connection of an attachment to the bracket to support ancillary components.

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.