首页> 外国专利> REINFORCING METHOD FOR FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAM REINFORCED BY EXTERNAL UNBOUNDED TENDONS AND FIBER ROPE TENDON THEREFOR

REINFORCING METHOD FOR FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAM REINFORCED BY EXTERNAL UNBOUNDED TENDONS AND FIBER ROPE TENDON THEREFOR

机译:外部无筋筋及其纤维绳筋加固钢筋混凝土梁抗弯性能的加固方法

摘要

PURPOSE: A reinforcing method for flexural behavior of a reinforced concrete beam reinforced by external unbounded tendons is provided to secure the safety of a structure by preventing the momentary lowering of internal force of the existing structure. CONSTITUTION: The reinforcing method for flexural behavior of a reinforced concrete beam reinforced by external unbounded tendons comprises the steps of: installing two rope supports(15) on a quarter spot from an end of a concrete beam, and fixing a support bar to fix a fiber rope(11) on both upper ends of the beam; installing a fiber rope tendon for fixing both ends of the fiber rope tendon which passes through the rope supports(15) to the support bar; installing a support(17) between an U-shaped ring(12) of a tie bar(13) and a concrete beam; applying primary tension by fastening a turn buckle(14) continuously; after incurring relaxation loss on the fiber rope tendon, applying secondary tension.
机译:目的:提供一种通过外部无界钢筋加固钢筋混凝土梁的抗弯性能的加固方法,以通过防止现有结构的内力瞬时降低来确保结构的安全性。组成:一种用于通过外部无边界筋加固的钢筋混凝土梁的抗弯性能的加固方法,包括以下步骤:在混凝土梁一端的四分之一处安装两个绳索支撑(15),并固定支撑杆以固定梁两端的纤维绳(11);安装一根纤维绳腱,以将穿过绳支架(15)的纤维绳腱的两端固定到支撑杆上;在拉杆(13)的U形环(12)和混凝土梁之间安装支撑件(17);通过连续固定转扣(14)施加初级张力;在纤维绳腱上产生松弛损失后,施加二次张力。

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