Steel fiber concrete with very high bending tensile strength, due to which a concrete composition is used with a compressive strength P of at least 80 N / mm2, and fibers manufactured by a cold-reinforced reduction operation, with a length-thickness ratio between 60 and 120, and with anchored shape, the tensile strength I of the steel relates to said compressive strength according to the formula: T / P 17.
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机译:具有非常高的弯曲抗拉强度的钢纤维混凝土,因此使用抗压强度P至少为80 N / mm2的混凝土组合物,以及通过冷增强还原操作制造的纤维,长度与厚度之比为60 120和120具有锚定形状,根据公式T / P <17,钢的抗拉强度I与所述抗压强度有关。
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