The present invention discloses a post-tensioning prestressed anchoring method based on UHPC, comprising the following steps: step S1, setting prestressed tendons, rubber plugs, temporary steel frames, temporary anchors, jacks, UHPC in the anchoring area, UHPC in the sealing anchoring area and
cement slurry; step S2, pre-setting corrugated pipes, conical casings, grouting holes, reserved channels and air outlets when pouring beams; step S3, inserting prestressed tendons into the expected channels, placing rubber plugs at the bottom of the conical casing; step S4, setting the temporary
steel frame on the conical casing; step S5, placing the temporary
steel frame on the conical casing; step S6, placing the temporary
steel frame on the conical casing; step S7, placing the temporary steel frame on the conical casing; step S8, placing the temporary steel frame on the conical casing; step S9, placing the temporary steel frame on the conical casing; step S10, placing the temporary steel frame on the conical casing; step S11, placing the temporary steel frame on the conical casing; step S12, placing the temporary steel frame on the conical casing; step S13, placing the temporary steel frame on the conical casing; step S14, placing the temporary steel frame on the conical casing; step S15, placing the temporary steel frame on the conical casing; step S16, placing the temporary steel frame on the conical casing; step S17, placing the temporary steel frame on the conical casing; step S18, placing the temporary steel frame on the conical casing; step S19, placing the temporary steel frame on the conical casing; step S20, placing the temporary steel frame on the conical casing; step S21, placing the temporary steel frame on the conical casing; step S22, placing the temporary steel frame on the conical casing; step S23, placing the temporary steel frame on the conical casing; step S24, placing the temporary steel frame on the conical casing; step S25, placing the temporary steel frame on the conical casing; step S26, placing the temporary steel frame on the conical casing; step On the casing, temporary anchors and jacks are set on the temporary steel frame. After the tensioning is completed, the jacks are removed, and the temporary anchors on the temporary steel frame are temporarily anchored. Step S5, the UHPC in the anchoring area is cast in the conical casing after the tensioning is completed. Step S6, when the UHPC in the anchoring area reaches the predetermined strength, the tension is loosened and the excess prestressed tendons are
cut off, and the UHPC in the anchoring area is cast in the reserved positions at the anchoring ends on both sides for anchoring. Step S7,
cement slurry is poured into the corrugated
pipe through the grouting holes and the air outlet holes.