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СПОСОБ ВОЗВЕДЕНИЯ МЕТАЛЛИЧЕСКИХ КОНСТРУКЦИЙ С ВЫСОКИМИ ПРОЧНОСТНЫМИ ХАРАКТЕРИСТИКАМИ
FIELD: construction.SUBSTANCE: method of creation of beam element of metal constructions with high strength characteristics. On the width of the support of the beam element, two rod elements with a shelf size of two times smaller than the width of the support of the beam element are installed, or three rod elements with the dimensions of the shelves three times smaller than the width of the support of the beam element and so on are installed, or on the width of the support of the beam element, two rod elements with a shelf width equal to half the width of the support of the beam element, reduced by the thickness of the plate elements, are installed, or on the width of the support of the beam element, three rod elements with a width of the shelves equal to one third of the width of the support of the beam element, reduced by the thickness of the plate elements, are installed. Profile wall height can be reduced to the thickness of the plate elements, and rod elements can be of arbitrary profile, have a different orientation relative to each other, adjacent or through distance and be connected and in the plane of one rod plate elements. Rod and plate elements are connected to each other by welded, rivet or screw method and have a perforation, or one or more holes of arbitrary shapes, as well as plate elements can be solid or dashed along the length of the beam element.EFFECT: reduction of material consumption for manufacturing of beam element, its mass and cost, increase of strength and performance specifications, reduction of torsion in thin-walled rods, increase in bearing capacity, geometric invariability and stability.2 dwg
СПОСОБ ВОЗВЕДЕНИЯ МЕТАЛЛИЧЕСКИХ КОНСТРУКЦИЙ С ВЫСОКИМИ ПРОЧНОСТНЫМИ ХАРАКТЕРИСТИКАМИ
FIELD: construction.SUBSTANCE: method of creation of beam element of metal constructions with high strength characteristics. On the width of the support of the beam element, two rod elements with a shelf size of two times smaller than the width of the support of the beam element are installed, or three rod elements with the dimensions of the shelves three times smaller than the width of the support of the beam element and so on are installed, or on the width of the support of the beam element, two rod elements with a shelf width equal to half the width of the support of the beam element, reduced by the thickness of the plate elements, are installed, or on the width of the support of the beam element, three rod elements with a width of the shelves equal to one third of the width of the support of the beam element, reduced by the thickness of the plate elements, are installed. Profile wall height can be reduced to the thickness of the plate elements, and rod elements can be of arbitrary profile, have a different orientation relative to each other, adjacent or through distance and be connected and in the plane of one rod plate elements. Rod and plate elements are connected to each other by welded, rivet or screw method and have a perforation, or one or more holes of arbitrary shapes, as well as plate elements can be solid or dashed along the length of the beam element.EFFECT: reduction of material consumption for manufacturing of beam element, its mass and cost, increase of strength and performance specifications, reduction of torsion in thin-walled rods, increase in bearing capacity, geometric invariability and stability.2 dwg
СПОСОБ ВОЗВЕДЕНИЯ МЕТАЛЛИЧЕСКИХ КОНСТРУКЦИЙ С ВЫСОКИМИ ПРОЧНОСТНЫМИ ХАРАКТЕРИСТИКАМИ
2017-10-04
Patent
Electronic Resource
Russian
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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