To　establish　an　anti-seismic　reinforcement　method　(ASRM)　for　fabricated　concrete　piers　based　on　carbon　fibre　reinforced　polymer　(CFRP)　and　polyethylene　terephthalate　(PET)　materials,　two　1/6-scale　prefabricated　piers　with　grouted　sleeve　connections　(SFPs)　and　grouted　sleeve　prestressing　tendon　composite　connections　(SSFPs)　were　designed　and　manufactured.　Shaking　table　tests　were　carried　out　for　the　model　piers.　Then,　an　ASRM　using　CFRP/PET　with　anti-sway　external　metallic　dissipaters　(AS-EMD)　was　proposed.　The　design　and　implementation　methods　of　the　CFRP-AS-EMD　and　PET-AS-EMD　were　established.　Under　the　same　excitation,　shaking　table　tests　of　the　SFPs　repaired　with　the　CFRP-AS-EMD　and　the　SSFPs　repaired　with　PET-AS-EMD　were　conducted.　And　finite　element　analysis　(FEA)　verification　of　the　reinforcement　effect　was　also　carried　out.　The　results　showed　that　the　initial　seismic　damage　of　the　SFPs　and　SSFPs　included　pier　body　cracking,　concrete　spalling　or　crushing,　and　seam　cracking　at　the　bottom　of　the　pier.　The　CFRP-AS-EMD　and　PET-AS-EMD　can　evidently　decrease　the　horizontal　displacement　of　the　specimens,　demonstrate　good　anti-sway　capacity,　provide　a　certain　energy　consumption　capacity,　and　effectively　improve　the　ductility　of　the　reinforced　pier　specimens.