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REINFORCEMENT ELEMENT WITH HIGH ANCHORING PROPERTIES FOR FIBER REINFORCEMENT

机译:具有高锚固性能的纤维增强钢筋

摘要

FIELD: construction.;SUBSTANCE: invention concerns reinforcement elements for fiber reinforcement of concrete. Reinforcement element features straight middle part and anchors conjugated radially to it and distanced from middle part by maximum. Anchors are mainly half-waves closing to imagined straight line running through middle part. Half-wave shaping for each anchor is a smooth curve or broken line of three or more sections conjugated radially to each other. At the side opposite to middle part, anchors continue in short straight sections conjugated radially to half-waves; section tilt angle against imagined straight line running over the middle part or parallel to middle part varies within 0° to ±45°. Unlike other fiber structures, this structure allows for stable high anchoring of reinforcement elements in concrete due to anchored straight line sections, as they should bend to follow anchor 'trace' to be pulled out of concrete, enduring great additional contortion stress of concrete and concrete crushing due to the bending and forward travel of fiber stem. Thus possibility of pulling fiber ends out of concrete matrix bulk is eliminated nearly by 100%. Additionally, such rigid anchoring of fiber ends and straightness of the middle fiber part allows putting reinforcement element to use in deformation resistance immediately at the moment of load application, as active (inter-anchor) part of reinforcement elements is not exposed to a moment of straightening under load. Radial conjugations between curved and straight sections prevent stress concentration at the points of reinforcement element bends along the element length, preventing fiber disruption in those points.;EFFECT: stable high anchoring of reinforcement elements in concrete, prevented fiber end plucking from concrete matrix bulk or disruption between curved and straight sites.;2 cl, 1 dwg
机译:技术领域本发明涉及用于混凝土纤维增强的增强元件。增强元件的特征是笔直的中间部分和径向共轭的锚钉,并且与中间部分的距离最大。锚主要是半波,闭合到想象中的直线穿过中间部分。每个锚的半波整形是三个或更多个彼此径向共轭的平滑曲线或虚线。在与中间部分相对的一侧,锚在径向与半波共轭的短直段中连续。相对于中间部分或平行于中间部分的想象直线的截面倾斜角在0°至±45°之间变化。与其他纤维结构不同,由于锚定的直线段,该结构可以使钢筋稳定稳定地锚固在混凝土中,因为钢筋应弯曲以跟随锚“迹线”从混凝土中拉出,从而承受混凝土和混凝土的巨大附加扭曲应力由于纤维杆弯曲和向前行进而导致挤压。因此,几乎消除了将纤维末端从混凝土基体中拉出的可能性100%。另外,这样的纤维端部的刚性锚固和中间纤维部分的平直度允许在施加载荷时立即将增强元件用于抗变形,因为增强元件的活动(锚固间)部分不会受到应力的影响。在负载下拉直。弯曲部分与直形部分之间的径向共轭可防止应力集中在增强元件沿其长度方向弯曲的点处,从而防止纤维在这些点处破裂。效果:稳定地将增强元件牢固地锚固在混凝土中,防止纤维末端从混凝土基体松散或弯曲和直线位置之间的破坏。; 2 cl,1 dwg

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