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EARLY WARNING APPARATUS OF PRE-STRESSED FRP REINFORCING STRUCTURE AND DUCTILITY REGULATION METHOD

机译:预应力FRP加固结构的早期预警装置及延性调节方法

摘要

A tension screw early warning apparatus of a pre-stressed FRP reinforcing structure and a ductility regulation method. The tension screw early warning apparatus of a pre-stressed FRP reinforcing structure comprises a fixed plate (101, 201), an FRP strip (102, 202), a self-locking plate (103, 203), an anchoring plate (104, 204), at least one tension screw (105, 206, 207, 208), a nut (106, 209), and an expansion bolt (107, 210); the fixed plate (101, 201) and the anchoring plate (104, 204) are located on two sides of the self-locking plate (103, 203); one end of the FRP strip (102, 202) is fixedly connected to the fixed plate (101, 201), and the other end of the FRP strip (102, 202) is fixedly connected to the self-locking plate (103, 203); the at least one tension screw (105, 206, 207, 208) passes through the self-locking plate (103, 203) and the anchoring plate (104, 204); multiple nuts (106, 209) are comprised and threadedly connected to the tension screw (105, 206, 207, 208); the fixed plate (101, 201), the self-locking plate (103, 203), and the anchoring plate (104, 204) are fixed onto a concrete substrate by the expansion bolt (107, 210); a through hole for mounting the expansion bolt on the self-locking plate (103, 203) is a slotted hole; the slotted hole is arranged parallel to the tension screw (105, 206, 207, 208). The tension screw early warning apparatus is used in the ductility regulation method, so as to tension and lock the FRP strip (102, 202), where the expansion bolt (107, 210) is not locked and tightened. The tension screw early warning apparatus of a pre-stressed FRP reinforcing structure achieves a ductility controllable design, solves the problems of easily-detachable connection and brittle failure between an FRP and an anchor, and improves structural safety.
机译:一种预应力FRP加固结构的张紧螺丝预警装置及延性调节方法。一种预应力FRP加固结构的张紧螺丝预警装置,包括固定板(101、201),玻璃钢条(102、202),自锁板(103、203),锚固板(104, 204),至少一个张力螺钉(105、206、207、208),螺母(106、209)和膨胀螺栓(107、210);固定板101、201和锚固板104、204位于自锁板103、203的两侧。 FRP条(102、202)的一端固定地连接到固定板(101、201),而FRP条(102、202)的另一端固定地连接到自锁板(103、203) );至少一个拉力螺钉(105、206、207、208)穿过自锁板(103、203)和锚固板(104、204)。包括多个螺母(106、209),并且多个螺母(106、209)螺纹连接至张紧螺钉(105、206、207、208);固定板101、201,自锁板103、203和锚定板104、204通过膨胀螺栓107、210固定在混凝土基板上。用于将膨胀螺栓安装在自锁板(103、203)上的通孔是长孔。长孔平行于张力螺钉(105、206、207、208)布置。在延展性调节方法中使用了张紧螺丝预警装置,以张紧并锁定FRP条(102、202),而膨胀螺栓(107、210)并未锁定和拧紧。一种预应力FRP加固结构的张紧螺丝预警装置,实现了延性可控的设计,解决了FRP与锚之间的连接容易拆卸和脆性破坏的问题,提高了结构安全性。

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