The invention relates to a perpendicularity regulating method for a foundation cast-in-place
pile steel bar cage of a
power transmission iron
tower. According to the method, the lower rend of each vertical
steel bar of the
steel bar cage is respectively provided with a perpendicularity
regulator, each perpendicularity
regulator comprises a clamp sheet, an arc-shaped main buckle rod, a sharp head
metal hammer, a heavy hammer shaft, a clamp sheet shaft and a steel wire lifting
rope, one end of the arc-shaped main buckle rod is movably hinged to the clamp sheet used for clamping the vertical steel bars through the clamp sheet shaft, the other end of the arc-shaped main buckle rod is hinged to the sharp head
metal hammer through the heavy hammer shaft, the lower end of the sharp head
metal hammer is provided with a sharp head and can freely rotate around the heavy hammer shaft, the sharp head metal hammer and the arc-shaped main buckle rod are connected with the steel wire lifting
rope, and the upper end of the steel wire lifting
rope extends out of a well opening protection tube. The perpendicularity regulating method is applicable to all perpendicularity regulating work procedures of cylindrical
drill holes to the bottom steel bar cage, is suitable for in-site
processing, and has the advantages that the installation is simple and convenient, the repeated use can be realized, economy and practicability are realized, and more obvious effects of high speed, convenience, practicability,
social benefits and
economic benefits can be achieved.