FIELD: construction.
SUBSTANCE: method for determining the fire safety characteristics of elements and materials of the complex facing of a steel beam with a corrugated wall includes determining the type of rolled steel, the steel grade and the geometrical characteristics of the welded I-beam of the steel beam; identification of the number of sides of the cross-section of the steel beam exposed to heat under fire conditions; finding the reduced metal thickness of the welded I-beam elements and the intensity of force stresses in the metal; establishing the indices of thermal diffusion of the insulation coating of facing materials; determining the required fire protection degree of the welded I-beam elements; finding the required fire resistance of the steel beams of the building. First, the element of the welded I-beam, weakest in the static and thermal sense, is revealed: the corrugated wall, the lower and the upper flanges; a reference point in the section of the welded I-beam element is found, the type of the reference material and the materials corresponding to it that make up the complex facing are determined; the index of the heating conditions of the reference point is determined, the dimensions of the bent profile for the welded I-beam shelves in the form of a channel and the angle for the steel beam are chosen, then the reduced thickness of the metal of the welded I-beam element is calculated with the gain. Determining the required fire protection degree for the elements of the welded I-beam of the steel beam with the corrugated wall, the optimal geometric and fire safety characteristics of the elements and materials for the complex fire protection of the welded I-beam of the steel beam are found.
EFFECT: invention allows to increase the accuracy of the choice of the geometric dimensions of the elements of the welded I-beam of the steel beam with a corrugated wall and the materials of its complex facing, optimal for fire resistance and sufficient for fire safety, to reduce the consumption of steel and large-sized sheet and plate materials of the facing, to increase the resource-saving in the process of carrying out the fire protection facing of a welded I-beam of a steel beam with a corrugated wall.
7 cl, 5 dwg, 1 tbl
Title | Year | Author | Number |
---|---|---|---|
METHOD FOR ESTIMATING FIRE RESISTANCE OF STEEL THERMALLY PROTECTED SIN BEAM OF BUILDING | 2016 |
|
RU2634568C1 |
DESIGN OF FIRE-PROOF STEEL BEAM | 2017 |
|
RU2651997C1 |
FIRE-PROOF METAL CAST-IRON BUILDING SUPPORT | 2019 |
|
RU2709532C1 |
METHOD OF BUILDING I-BEAM FIRE PROTECTION | 2012 |
|
RU2522110C2 |
FIREPROOF DOUBLE-TEE BEAM OF BUILDING | 2012 |
|
RU2517313C1 |
METHOD OF FLAME RETARDANCE OF I-SHAPED BUILDING COLUMN | 2012 |
|
RU2518599C1 |
METHOD FOR EVALUATING FIRE RESISTANCE OF BEAM STRUCTURE | 2017 |
|
RU2650704C1 |
FIREPROOF DOUBLE-TEE PILLAR OF BUILDING | 2012 |
|
RU2517292C1 |
METHOD TO DETERMINE STEEL BUILDING BEAM FIRE RESISTANCE | 2006 |
|
RU2320982C1 |
METHOD FOR DETERMINING THE FIRE RESISTANCE OF A MONOLITHIC STEEL-REINFORCED CONCRETE FLOOR SLAB OF A BUILDING | 2022 |
|
RU2795798C1 |
Authors
Dates
2017-12-20—Published
2016-06-14—Filed