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Manufacturing method of pretension tendon, construction method using pretension tendon, method of introducing pretension into concrete

机译:预应力筋的制造方法,使用预应力筋的施工方法,将预应力引入混凝土的方法

摘要

Provided is a pretensioned tension member that uses a high-strength reinforcing bar (SD 390 or higher) as a pretensioned tension member and that is capable of easily being secured at the shortest required fixing length of the pretensioned tension member when a fixing apparatus is not used. A pretensioned tension member S according to the present invention has, on the end side of a bar-shaped base material 10 (high-strength reinforcing bar) to be tensioned, at least one projected hump 11 formed around the base material 10, the hump 11 being made of the same material as that of the base material 10 and being larger in diameter by 1.5 times than the base material 10.
机译:本发明提供一种预张力构件,其使用高强度钢筋(SD 390以上)作为预张力构件,并且在不使用定影装置的情况下,能够容易地以所需的最短固定长度来固定。用过的。根据本发明的预张紧的张紧构件S在要张紧的棒状基材10(高强度加强棒)的端侧上具有围绕基材10形成的至少一个突出的驼峰11。图11所示的部件11由与基材10相同的材料制成,并且其直径比基材10大1.5倍。

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