摘要:
A support-framework (1) supports a surface (2), or supported elements, at a designed variable spacing from a support surface (3), using elongate supports (4) of rod-from or tubular-form that act as ties or struts. Each support (4) is anchored at one of its ends to the supported surface (2) or element and, at the other end, to the support surface (3). The anchoring at each end is via a node N that involves an individual domed-member (5) which is secured to the relevant surface (2, 3) or supported element, and which has a part-spherical surface (6) to which the elongate supports (4) are anchored to extend radially by a coupling (12). The domed-members (5) are metallic or plastics, and may each be hemispherical having an outwardly directed equatorial flange (7) by which they are secured to the relevant surface (2, 3) or supported element.
摘要:
This invention relates to lattice tower for actuate under high load conditions, more particularly to lattice towers utilized for wind turbines and other applications comprising three metallic legs arranged in a triangular configuration around a vertical axis of the lattice tower, wherein each metallic leg has a closed cross-section profile, a distance between the center of metallic legs in a bottom portion of the tower is greater than 4 meters, an angle of inclination of a central longitudinal axis of each metallic leg in relation to the vertical axis of the tower is between −1.7 degree and +1.7 degrees, and the height of the lattice tower is greater than 60 meters, a plurality of bracing members and auxiliary bracing members and a support platform disposed at a top portion of the tower.
摘要:
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.
摘要:
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.
摘要:
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.
摘要:
This invention relates to lattice tower for actuate under high load conditions, more particularly to lattice towers utilized for wind turbines and other applications comprising three metallic legs arranged in a triangular configuration around a vertical axis of the lattice tower, wherein each metallic leg has a closed cross-section profile, a distance between the center of metallic legs in a bottom portion of the tower is greater than 4 meters, an angle of inclination of a central longitudinal axis of each metallic leg in relation to the vertical axis of the tower is between −1.7 degree and +1.7 degrees, and the height of the lattice tower is greater than 60 meters, a plurality of bracing members and auxiliary bracing members and a support platform disposed at a top portion of the tower.
摘要:
A node element for a furniture system having a three-dimensional load-bearing tubular structure comprises a plurality of connection points for the mechanical fastening of two or more tubes. It further comprises two regions which are electrically insulated from each other and which are arranged such that two electrical polarities can be coaxially tapped at the connection points for the tubes.
摘要:
A space truss system for use in foundations, floors, walls, and roofs is provided. The space truss system comprises structural rods with each structural rod having a first portion having a first end and a second end, a middle portion having a first end and a second end, and a second end portion having a first end and a second end. The second end of the first portion is joined to the first end of the middle portion at a first predetermined angle and the second end of the middle portion is joined to the second end of the second portion at a second predetermined angle. The first portions of a portion of the structural rods are grouped together forming a first pyramid structure with the first ends of the middle portions forming an apex and the second ends of the middle portions forming a base.
摘要:
Improvements in the design and construction of solar collector modules. Aspects of the invention include improvements in the layout of a frame for a solar collector module, and in the joining of structural members of the frame at nodes. In one example, a module of a solar collector includes a reflector and a three-dimensional structural frame that supports the reflector. The frame is made up of substantially rigid elongate frame members interconnected at nodes. Improved node connection components include hubs or frame members having tabs for receiving frame member connections. A tab may have a width that is substantial in relation to its height. The frame may incorporate asymmetry in its layout, in the size or presence of frame members, or in the positioning of the nodes.
摘要:
A space truss system for use in foundations, floors, walls, and roofs is provided. The space truss system comprises structural rods with each structural rod having a first portion having a first end and a second end, a middle portion having a first end and a second end, and a second end portion having a first end and a second end. The second end of the first portion is joined to the first end of the middle portion at a first predetermined angle and the second end of the middle portion is joined to the second end of the second portion at a second predetermined angle. The first portions of a portion of the structural rods are grouped together forming a first pyramid structure with the first ends of the middle portions forming an apex and the second ends of the middle portions forming a base.