The invention discloses a method for grouting construction of a prestressed 
pipe. The method includes following steps: a pulper, a 
grout storage tank and a mudjack 
machine are connected through a pipeline; a 
discharge port of the mudjack 
machine is connected with a feed port of the prestressed 
pipe through the pipeline, and a 
discharge port of the prestressed 
pipe is connected with a 
vacuum pump through the pipeline; the pulper is started, mixing water and grouting material 
powder are added, water-binder ratio is controlled to be 0.27, stirring is performed for 3-5 minutes, fluidity is measured to be 10s-17s (second), and grouting material is poured in the 
grout storage tank; the 
vacuum pump is started so that pressure in the pipeline remains from minus 0.06 to minus 0.10 Mpa (mean 
pulmonary arterial pressure), and the mudjack 
machine is started to continue to 
grout; and when the other end of the prestressed pipe discharges 
cement paste identical to a stipulated fluidity, an outlet valve and the 
vacuum pump are shut, and then a grouting process is finished. The method has the advantages that 
prestressed concrete construction quality can be greatly improved, construction period is shorted, construction cost is saved, common quality problems like non-
solid grouting and untight paste during pipeline grouting construction are solved, structure project quality of a prestressed bridge is guaranteed, and safety service life of a bridge is greatly enhanced.