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DESIGN OF CARBON FIBER-ANCHORS APPLIED FOR SEISMIC RETROFITTING WITH CARBON FIBER SHEETS

机译:用于碳纤维板地震加筋的碳纤维锚固件设计

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Adhering carbon fiber (CF) sheets onto RC piers is one of the effective seismic strengthening methods. When the pier has an irregular shape such as I-shaped cross section, CF sheets cannot be adhered continuously around the pier. In such cases, the edge of the CF sheets have to be fixed with steel angles and anchor bolts in conventional fixing method. Therefore, an alternative fixing method using CF-anchors consisted of bundles of CF strands and fan shaped was developed and practically applied. One end of the CF-anchor spreaded like a fan was adhered to the CF sheet and other end is embedded in a hole drilled in the concrete member and fixed with injected epoxy resin. Applying this CF-anchor for the reinforcement of the concrete piers, it is necessary to design the adhesive load of the adhered part and the pull-out load of the embedded CF-anchor corresponding to the amount of the CF sheets. This paper describes the design of CF-anchors based on the experimental results for the adhesive load of the adhered part and the pull-out load of the embedded CF-anchor.
机译:将碳纤维(CF)片材粘贴到RC墩上是有效的抗震加固方法之一。当墩具有诸如I形横截面的不规则形状时,CF片不能连续地粘附在墩周围。在这种情况下,在常规的固定方法中,必须用角钢和地脚螺栓固定CF板的边缘。因此,开发并实际应用了由CF束束和扇形组成的CF锚的替代固定方法。 CF锚的一端像风扇一样散布在CF板上,另一端埋在混凝土构件上钻的孔中,并用注入的环氧树脂固定。将该CF锚用于混凝土墩的加固时,需要根据CF板的数量来设计被粘接部的粘接力和埋入CF锚的拉出载荷。本文根据被粘物的粘结载荷和嵌入式CF锚的拉拔载荷的实验结果,对CF锚的设计进行了描述。

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