A high flexibility pre-pressing method pre-stress steel bar and an implementation method thereof are disclosed in the invention. The penetrated steel bar is stretched, the balance of the straight line with a pressed center is replaced by the slight bend shape of slight eccentric accumbent stretched steel bar under the action of an axial pressure exceeding critical force, so that the pressure of the high flexibility pressure lever is larger than the critical force without occurring obvious bending and being the problem of combined deformation. The deformation form of the member is a combination of axial compression (or stretching) and pure bending, the stretching phase of the member is in a phase of slight deformation elasticity, and the installation phase is in an elasticity phase. At the same time, a twisted curve and a stress equation of the combined deformation of the member is established, and other conditions can be solved from the known conditions, thus section design and bearing capacity check can be carried out on the member. The invention needs no additional restriction, therefore the construction needs no special measures, and stretching, anchoring and installing adopt common methods. The invention has no instability restriction, large length, small section, free transverse press bending and slight deformation during pre-pressing and can be connected section by section for prolonging.