Abstract: The present invention provides a building frame structure with both support and ventilation functions, the building frame structure contains at least one starting column and multiple main beams, the main beams are connected with the starting column, and top of the starting column is connected to a fan. The starting column is a hollow cylinder, and there are four thin hollow columns in the starting column. The main beams are hollow structures, and a reinforcing wall is arranged inside the main beams, the reinforcing wall is connected with inner walls of the main beam to form multiple ventilation ducts. When the frame structure is installed, air sent by the fan flows to the ventilation ducts of the main beams through the ventilation spaces of the thin hollow columns, the second air guide holes, and the first air guide holes, and then sends the air to various places in the building.

Abstract: A thin-skin side-stay beam may include an upper arm with thin skin and a mating flange extending longitudinally from the thin skin. A lower arm may also have a thin skin and a mating flange extending longitudinally from the lower arm. A joint may include a pin and/or a bushing extending through the mating flanges to pivotally couple the upper arm to the lower arm. The upper arm and/or the lower arm may include one or more internal walls defining one or more internal cavities.

Abstract: Sinusoidal shaped member units and support member units are parts that form pre-stressed assemblies having flexural properties. Sinusoidal shaped members are relaxed material members that have been elastically deformed. Support members maintain the elastically deformed state of the sinusoidal shaped members. The sinusoidal shaped members and support members are organized into pre-stressed curvilinear assemblies containing stored elastic potential energy that is equal to the work done by the forces that deformed their pre-stressed structure. The assemblies' sinusoidal shaped members and support members are adapted to use materials having exceptional mechanical properties and flexural strength. This includes nano-composites. The assemblies' pre-stressed state enhances its mechanical, electrical and structural performance. The size, number, density and possible geometric configurations of the sinusoidal shaped member units and support member units within an assembly/structure is vast.

Abstract: A rail extension, comprising: a base extending from an end of the rail extension, wherein the base includes vehicle rail attachments configured to attach to a vehicle rail; a front member configured for attachment to a bumper beam; a body extending from the base to the front member; wherein the body comprises reinforcing members; wherein the body comprises a first polymeric material; wherein the reinforcing members comprise a second polymeric material.

Abstract: Embodiments of a structural stud and panel for use in building a tilt-wall building are disclosed. Devices and methods for forming structural studs and panels are also disclosed.

Abstract: An adjustable column apparatus is described which includes a column, a cap plate and an adjustment mechanism. The cap plate and adjustment mechanism are connected to the column and fasteners are used to connect the cap plate to an external beam. The assembled column, cap plate and adjustment mechanism are suspended from the beam by the fasteners. The adjustment mechanism is adjusted to provide a load bearing interface between a floor and the column.

Abstract: A light steel structural stud includes a web portion, a pair of flanges and a pair of flange lips. The web portion has a web face and sides. The pair of flange portions each extend generally orthogonally from each side of the web portion. Each flange portion is in a plane that is generally parallel to the plane of the other flange portion. Each of the flange portions has a flange face. The pair of flange lips each extend generally orthogonally from each of the flange portions and are generally parallel to the web portion. Each flange lip has a double thickness and at least a portion of each flange portion has a double thickness.

Abstract: A method of producing a light steel structural member includes the steps of: forming surface treatment in a piece of sheet material; forming a plurality of embosses in the sheet material; and shaping the sheet material into a predetermined shape to form a light steel structural member. A light steel structural member includes a web portion, and a pair of flange portions. The web portion has a web face. The pair of flange portions each extend generally orthogonally from each side of the web portion. Each flange portion is in a plane that is generally parallel to the plane of the other flange portion. Each of the flange portions has a flange face. At least one of the web face and the flange face has a plurality of embosses formed therein; and at least one of the web face and the flange face has a surface treatment formed therein.

Abstract: A device for a diagonal strut connection between a pipe (12) and an adjacent structure (14) including at least two diagonal struts (16), in which horizontal and vertical forces in the pipe are transmitted to the diagonal strut by means of a first set of shear forces along the attachment of the diagonal strut (16) to the pipe (12) and via a second set of shear forces along the attachment of the diagonal strut to an annular plate (18) surrounding and projecting radially from the pipe (12), the central axis of the diagonal strut (16) extending through or close to the intersection of the resultants of the first and the second sets of shear forces.

Abstract: A metal building stud having two supplemental flanges extending from at least one slot in the stud web yielding a stud with increased strength, both in compression (longitudinally) and in shear (transverse). The slotted stud also includes a plurality of indents that also enhance the stud strength both in compression and in shear. The slotted web further presents a reduced web area through which heat or sound may be conducted and slots in which insulation is received, both increasing resistance to heat and sound transfer. Slots and supplemental flanges may also be provided in the stud primary flanges. The primary flanges may include a fold back portion under a line of flexure presenting two layers through which an attaching screw must pass under that line of flexure that retains the screw in the primary flanges.

Abstract: A wall module for a modular wall structure integrates a wall panel portion with a post portion having top or upper and bottom or lower extensions and at least one groove for receiving a distal end of a wall panel portion of an adjacent module. The bottom/lower extension is set within an exposed portion of a reinforcing cage of a caisson or pier extending below grade and encapsulated with a material such as concrete to integrate the caisson or pier with the bottom/lower post extension. Integration of the caisson or pier with the module provides numerous economies of transportation, construction and repair and improved safety. The top/upper post extension is of a length to accommodate the full height of the wall panel portion of an adjacent module to improve strength and stability of the modular wall.

Abstract: A formwork assembly is adapted to receive concrete to produce structures such as wall structures. The formwork includes PVC tubular form elements having recessed female engagement portions. The female engagement portions are adapted to receive respective male engagement portions. An octagonal form element has a female engagement portion positioned at each vertex between adjacent sides. A recessed female engagement portion is closed to the interior of the form element but open to the exterior of the form element. Thus, the form element includes a plurality of vertices open to the exterior. The form elements also include male engagement portions at an open side. Wall panels, corner panels, and joint connectors can also include the male engagement portions. The male engagement portions and female engagement portions are adapted to mate to form a formwork arrangement having a substantially flat exterior wall. A formwork assembly can additionally include concrete flow apertures and insulation.

Abstract: An integrated mounting pole system for communication and surveillance infrastructures includes a plurality of stackable sections, which are rotationally attached to a system cabinet of the system and one another. The sections include arms supporting antennas, video cameras, and other functional devices. A conduit and/or wiring raceway thereof coupling electronic equipment disposed in the system cabinet and the functional devices propagates through interior of the sections and the arms. The system may be disposed on a trailer and may include an autonomous source of electric power.

Abstract: A method and apparatus for mounting at least one line in a tower of a wind power plant, the line is provided in the tower before its erection in shortened, preferably folded or wound-up form. The tower also includes a means for extending the line, after erection of the tower so that the lower end of the line is lowered in a controlled manner to the bottom of the tower and can be attached there to a connector and the upper end is extended to a connector at the top of the tower if not already connected to the connector.

Abstract: A light steel structural member includes a web portion and a pair of flanges. The web portion has a web face. The pair of flange portions each extend generally orthogonally from each end of the web portion. The flange portions each having a plane and the planes are generally parallel each other and each flange has a flange face. At least one of the web face and the flange face has a plurality of embosses formed therein. In another embodiment the light steel structural member further includes a pair of restraining ribs. In a further embodiment the light steel structural member further includes a pair of lips and a pair of multi-cranked stiffeners. A method of making the light steel structural members is shown.

Abstract: A wind turbine generator tower is configured by arranging and connecting a plurality of approximately cylindrical tower sections in their axial direction. Each of the tower sections includes an approximately cylindrical tower section main body, and a plurality of approximately flat-plate protruding parts that are formed so as to protrude along the axial direction at at least an axis-wise end portion of the tower section main body on an outer circumferential surface and/or an inner circumferential surface of the tower section main body. The plurality of tower sections are connected when the protruding parts of one of the tower sections and the protruding parts of another one of the tower sections are friction-jointed with fastening means.

Abstract: An anchor for fence post has at least one anchor post having an elongated body, and at least one pair of anchor tabs which protrude from an outer wall of the body, wherein the tabs initially are parallel to the body and are bent outwardly at an angle to the body wherein each tab has an opening therein to facilitate bending of the tabs. An anchor system for fence posts includes at least one anchor post for anchoring a fence post. The anchor post has an elongated body and a plurality of anchor tabs extending from an outer wall of the body. An anchor tool for bends the anchor tabs at an angle from the elongated body. The tool has at least one prong which matingly engages an opening formed in one of the anchor tabs for bending the tabs outwardly with respect to the elongated body.

Abstract: A kit of parts for a column assembly includes a sleeve having a first end portion, and a second opposed end portion. The kit further includes a collar having a collar aperture therethrough for receiving the first end portion of the sleeve in sliding fit. The kit further includes a skirt having skirt a first end and a skirt second end opposed to the skirt first end. A skirt aperture extends through the skirt for receiving the first end portion of the sleeve in sliding fit to position the skirt second end is adjacent the collar. A base is positionable adjacent the first end portion. The collar is selectively securable to the either the base or the skirt second end, and the skirt first end is selectively securable to the base, such that the column assembly is selectively assemblable with or without the skirt.

Abstract: A system and method of manufacture providing reinforced structurally functional load-bearing members, including but not limited to using thermoplastic materials, such as High Density Polyethylene (HDPE), reinforced such as with an aluminum alloy or carbon fiber core element. Among its possible uses, the present invention has application for provision of structural support members, such as an illustrative I-joist product having a vertical center member preferably comprising HDPE, and top and bottom flanges having structurally meaningful reinforcement. The center member and flanges preferably comprising HDPE provides a relatively hard, durable, substantially weather-resistant structure.

Abstract: A concrete beam assembly has a concrete beam with two vertical webs spaced apart from one another that extend along the length of the beam. A horizontal first flange extends between the first edges of the webs, so that the webs and first flange define a channel extending along the length of the beam. Horizontal second and third flanges extend laterally outward in opposing directions from the second edges of the webs. A flat flooring structure is supported by the upper surfaces of the beam.

Abstract: Embodiments of a structural stud and panel for use in building a tilt-wall building are disclosed. Devices and methods for forming structural studs and panels are also disclosed.

Abstract: The threaded deformed reinforcing bar is used in concrete construction and may be easily connected to other threaded deformed reinforcing bars by an internally threaded coupler. The threaded deformed reinforcing bar has a continuous spiral thread upon at least a portion of its length which engages the internally threaded coupler. The continuous spiral thread upon the deformed reinforcing bar is formed by eliminating portions of longitudinal ribs that are formed upon the reinforcing bar during manufacturing. This process for forming the threaded deformed reinforcing bar is less expensive than conventional processes.

Abstract: A metal unitary structural member for structural support. The member includes a plurality of web portions extending radially from each other and extending with each other in an axial direction, and a plurality of outer portions extending in an axial direction with the web portions and between the web portions in cross-section. The plurality of outer portions defines an outer surface of the member. The web portions may extend from a substantially central portion. The plurality of web portions may include perforations.