FIELD: construction.
SUBSTANCE: reinforcement bar of periodic profile consists of a core of a round cross-section with inclined transverse ribs of constant height on the surface. Geometrical dimensions of transverse ribs in the form of characteristic of profile are set based on a calculation of strength characteristic of concrete between transverse reinforcement ribs by the formula:
for the highest concrete class B 60, and which is accepted equal to at least 10 to provide concrete destruction directly under working platforms of transverse ribs when concrete achieves prism strength Rb, where t - pitch of transverse ribs; b - width of the rib upper part; h - rib height; Rb - prism strength of concrete class B 60; Rbt - concrete strength for axial tension of class B 60. Technical result consisting in maximum adhesion strength of reinforcement bars to concrete is achieved due to equality of profile characteristics and concrete strength between transverse ribs "Б"A="ББ". Characteristic of concrete strength between transverse ribs is determined as per the above formula and accepted as equal to at least 10, "ББ"≥10.
EFFECT: improvement of reliability.
2 cl, 3 dwg
Title |
Year |
Author |
Number |
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