Tensioning integral structure assembly reinforced by adopting steel bar cables
A technology of tensioning the overall structure and steel bars, which is applied in the direction of building components, special structures, additive processing, etc., and can solve the problems of weak structural torsion resistance, loss of bearing capacity of the structure, and reduction of the use function of the overall structure.
Pending Publication Date: 2022-07-01
BEIJING FORESTRY UNIVERSITY
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Problems solved by technology
However, the force on the building structure is relatively large and complex, which will easily lead to the increase of the external load of the tensioned overall structure, and the structure's torsion resistance is weak. It can be damaged in the early stage of use, and the entire structure loses its bearing capacity, thus greatly Reduce the use function of the overall structure
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[0026] Embodiments of the present invention are described in detail below, examples of which are illustrated in the accompanying drawings, wherein the same or similar reference numerals refer to the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary, only used to explain the present invention, and should not be construed as a limitation of the present invention.
[0027] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", " Rear, Left, Right, Vertical, Horizontal, Top, Bottom, Inner, Outer, Clockwise, Counterclockwise, Axial, The orientations or positional relationships indicated by "radial direction", "circumferential direction", etc. are based on the orientations or positional relationships shown in the accompanying drawings, ...
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The invention discloses a tensegrity structure assembly reinforced by steel bar cables, the tensegrity structure assembly comprises a tensegrity structure and the steel bar cables, the steel bar cables comprise special thin steel bars and buckle cables located on two sides of the steel bars, the steel bar cables are arranged on the tensegrity structure assembly, the steel bar cables penetrate through limiting holes in the tensegrity structure, and the steel bar cables are arranged on the tensegrity structure. And the steel bar is self-locked on the tensioning integral structure through the buckle cables on the two sides of the steel bar. The steel bar cables are arranged on the whole stretch-draw structure, so that the structural strength of the whole stretch-draw structure can be improved, the torsion resistance of the whole stretch-draw structure assembly can be enhanced, overall distortion of the whole stretch-draw structure can be effectively restrained, the durability of the whole stretch-draw structure assembly can be improved, and therefore the bearing capacity of the whole stretch-draw structure can be effectively improved; and the service life of the tensioning integral structure assembly is prolonged.
Description
technical field [0001] The present invention relates to the field of tensioned integral structures, in particular to a tensioned integral structure component reinforced by steel bars and cables. Background technique [0002] The overall tension structure is a structure with a stable volume in space, which is formed by the interaction of a series of discontinuous compression units (compression rods) and a series of continuous tension units (cables). The compression rods are discretely arranged and mutually Without contact, a continuous tension network is formed under the action of tension, and the two are hinged to form a space grid system in a state of self-stress. However, the force on the building structure is relatively large and complex, which is easy to cause the overall tensile structure to have a weak torsional resistance as the external load increases, and the damage can occur in the early stage of use, and the entire structure loses its bearing capacity, thereby gre...
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IPC IPC(8): E04B1/00E04B1/34B33Y80/00B33Y10/00
CPCE04B1/00E04B1/34B33Y80/00B33Y10/00
Inventor 孟鑫淼陈卓然林澳庆许耀丹李怡
Owner BEIJING FORESTRY UNIVERSITY