The present invention is in the field of modular structures, assembled by way of fastening or attached means, whose purpose is to be used as base support structures for various applications, particularly connecting systems involving plastic or aluminum containers, recipients, bottles or vessels. Particularly, the invention comprises an omnidirectional construction system that includes connectors and terminals to be attached to containers with threaded openings or flat openings and container bases, to which various types of connectors may be attached to.

The invention of the present disclosure may be a temporary structure comprising a plurality of conduits, each conduit comprising a lumen and a standard length; a plurality of connectors, each of the plurality of connectors comprising at least one attachment member, wherein each of the at least one attachment members is configured to reversibly attach to at least one of the plurality of conduits, and wherein each of the lumens is sized to accept at least one attachment member; and a plurality of panels, wherein each of the plurality of panels is configured to reversibly attach to at least two of the plurality of conduits.

An encapsulated polymeric article is disclosed. The encapsulated polymeric article may include a polymer substrate and a metallic outer shell at least partially encapsulating the polymer substrate. The encapsulated polymeric article may be fabricated by a method comprising: 1) providing a mandrel in a shape of the encapsulated polymeric article, 2) shaping the metallic outer shell on the mandrel, 3) removing the mandrel from the metallic outer shell, and 4) molding the polymeric substrate into the metallic outer shell through a port formed in the metallic outer shell to provide the encapsulated polymeric article.

Disclosed is a system of spherical joints and tubular beams that interconnect to make a spatial reticulate construction based on geometries composed of basic tetrahedral and semi-tetrahedral modules. The joint includes two equal semispherical caps symmetrically organized around a central plate with four or more square fissure sections, joined by a single central screw allowing simultaneous clamping of eight or more hammer terminals at the beam ends. These extremities have a prismatic hammer shape with hexadecagonal base and a multifaceted hemisphere. The frames have a prismatic square section, allowing rotation only in the plane of the board of the joint. The design has a prismatic shape with a square section of multifaceted pole hammer terminals present both on the hammer head and within the caps which eliminates the structural instability that arises in the reticular structure due to the rotation of the beams around the several crux after clamping.

A plated tubular lattice structure is described. The plated tubular lattice structure may comprise a backbone structure which may include a plurality of axial posts and a plurality of pyramidal structures extending laterally from the axial posts and connecting the axial posts at nodes. The plated tubular lattice structure may further comprise a metal plating layer plated on an outer surface of the backbone structure.

A method for assembling a dual-head pulling rod involves attaching pulling heads to two ends of a rod body through threaded connection using a system that includes a foundation, on which a rod dispensing device, an inclined guiding plate, a conveying flap, a head dispensing device, a head mounting unit, a clamping device, an assembling device and a V-shaped output channel are provided. The inclined guiding plate is inclined and uses its ramp to guide a rod body falling thereon. The conveying flap is swingable between an input position and an output position. The conveying flap at the input position receives the rod body coining from the inclined guiding plate and outputs the rod body to the clamping device.

A building system comprising a plurality of tubes, a plurality of connection nodes comprising tubular sections for connection to the tubes, wherein the tubes are arranged to connect between the connection nodes to form a frame for a building, wherein at least one continuous cavity is formed through at least a portion of the nodes and tubes when the nodes and tubes are connected, the building system further comprising fluid tight seals between the tubes and connection nodes to enable fluid to flow through the at least one continuous cavity.

A strut-and-node truss design that is applicable to all space frame structure designs can be made with using robotic (semi-autonomous and/or fully autonomous) or telerobotic assembly/joining. Nodes can include a 2-dimensional weld path in an effort to reduce the complexity of having to weld in 3-dimensions. Furthermore, each strut to node connection can be concentrated in a small area where each weld can be performed robotically from a fixed position that only requires the robotic weld head to swivel in a small operating window to reach each joint.

A device for strengthening and/or rigging trusses includes at least two connecting elements, which connect at least two parallel truss pipes of the truss. On these connecting elements an attachment unit provided between at least one pair of truss pipes, to which mounting structures can be attached.

A shelter system is shown and described. A hub for a shelter system is shown and described. A frame for a shelter system is shown and described. In one embodiment, the shelter system includes a frame and cover. The shelter may include a hub system. The frame may be collapsible. The cover is configured to fit with the frame. The hub may include a receiver slot, a receiver sleeve and an attachment projection. The result is a shelter system with reduced set up time, effort and requirements and improved strength and ease of use. The inventions may also be considered a shelter kit and/or a shelter and hub method.