FIELD: construction.
SUBSTANCE: steel-concrete beam consists of the upper and the lower belts, walls and supporting diaphragms forming a closed circuit filled with concrete. Wherein the walls have a curvilinear form of double curvature, the distance between which reduces from the upper belt to the lower one. In the walls there are openings and cutouts, which are located with variable pitch along the beam length in accordance with the shearing stress diagram. The walls are connected by pre-stressed tie rods.
EFFECT: reducing the material consumption of the steel-concrete beam.
4 cl, 12 dwg
Title | Year | Author | Number |
---|---|---|---|
STEEL-REINFORCED CONCRETE BEAM | 2020 |
|
RU2745287C1 |
HYBRID BEAM | 2022 |
|
RU2789683C1 |
PRELIMINARY STRESS-BEARING REINFORCED BEAM | 2018 |
|
RU2675002C1 |
STEEL CONCRETE BEAM | 2016 |
|
RU2627810C1 |
COMPOSITE STRUCTURE BEAM | 2020 |
|
RU2745288C1 |
PRELIMINARY STRESS-BEARING REINFORCED BEAM | 2018 |
|
RU2677188C1 |
CRANE BEAM | 2020 |
|
RU2740608C1 |
REINFORCED CONCRETE COMPOSITE BEAM | 2018 |
|
RU2706287C1 |
SELF-STRESSING METHOD OF REINFORCED CONCRETE BEAM | 2018 |
|
RU2715788C1 |
STEPPED COLUMN | 2020 |
|
RU2753878C1 |
Authors
Dates
2017-06-01—Published
2016-04-12—Filed