High-Srength Fiber Reinforced Concrete Utilizing Closely Spaced Reinforcing Bars

B. Aarup
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引用次数: 2

Abstract

CRC (Compact Reinforced Composite) is the designation for a special type of fiber reinforced concrete with high strength ( 150-400 MPa) and closely spaced reinforcing bars. The dense matrix with water/powder ratios of typically 0.16 provide a good bond to fibers and reinforcing bars, and the large ·content of steel fibers provide the ductility necessary for utilizing reinforcement effectively. The steel fiber content is typically 2-6% by volume and the content of reinforcing steel is 2-10% by volume. The improved durability of the matrix due to a high micro silica content makes it possible to use a concrete cover to the reinforcement of only 10 mm in aggressive environments, improving the effectiveness of the reinforcement.
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利用紧密间隔钢筋的高强度纤维增强混凝土
CRC(致密增强复合材料)是一种特殊类型的纤维增强混凝土的名称,具有高强度(150- 400mpa)和紧密间隔的钢筋。水粉比通常为0.16的致密基体为纤维和钢筋提供了良好的粘结,而钢纤维的大量含量为有效利用钢筋提供了必要的延展性。钢纤维的体积含量一般为2-6%,钢筋的体积含量一般为2-10%。由于高微二氧化硅含量,提高了基体的耐久性,使得在恶劣环境中使用混凝土覆盖层仅10毫米的加固成为可能,提高了加固的有效性。
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Compressive Strength and Ductility of Steel Fiber Reinforced Concrete Ultimate Punching Shear Strength Analysis of Slab-Column Connections With Steel Fibers Steel Fiber Reinforcement for Extruded Prestressed Hollow Core Slabs High-Srength Fiber Reinforced Concrete Utilizing Closely Spaced Reinforcing Bars Structural Applications Using Ultra High-Strength Fiber Reinforced Concrete
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