The present invention relates to a pre-stressed concrete pavement method, by first giving a tension force corresponding to the stress causing a crack immediately before the occurrence of the crack of the concrete pavement 10, to achieve a mechanical balance, the tension force In order to prevent breakage of the package body 10 during curing due to the early introduction of the initial tension and the strength of the appropriately set, and when the curing of the package 10 is completed to perform a full-scale tension. Through the present invention, it is possible to significantly suppress the crack of the prestressed concrete pavement 10, thereby improving the structural stability and durability of the prestressed concrete pavement.
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