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In this study, a new anchorage used for reconstructive engineering of pre-stressed structure is mainly introduced. Pre-stressed concrete structures began to appear at the end of the 19 th century. The structure form of pre- stressed concrete expresses outstanding advantages and gets a wide application, no matter in the functional form or structural properties as well as in construction or investment benefit. Facing functional changes and a situation that structure opening is often inevitable on the floor; the ordinary anchorage cannot fully meet the requirements of the reconstructive engineering. Its urgent to test the new anchorage whose outstanding characteristic is higher anchoring coefficient, separated anchoring cup, participating of retaining bolt. Combined with several data analysis of anchorage test, a comprehensive study of the anchorage is indispensable to explore the feasibility of engineering applications.

Feasibility Experimental Analysis of a New Anchorage in Reconstruction of Pre-stressed Structure