The invention relates to the technical field of
reinforced concrete, in particular to a preparation technology of a
reinforced concrete telegraph pole, the performance of the concrete telegraph pole is improved through a multi-scale
fiber synergistic
toughening method, when the telegraph pole bears a bending load, steel fibers firstly play a role to restrain large cracks, and when
micro cracks appear, the steel fibers play a role to restrain the large cracks. The denser composite
fiber network bears stress to realize multi-stage
crack resistance, which is combined with the high early strength characteristic of the sulphoaluminate
cement, so that the telegraph pole has excellent
impact resistance and
fatigue resistance while obtaining extremely high early strength; the surface of the aggregate modified by the
silicon dioxide
aerogel is covered with a high-activity and high-specific-surface-area
nano silicon dioxide layer, and in an alkali-rich and
calcium-rich environment provided by sulfo-
aluminate water
cement hydration, the
nano silicon dioxide and a
cement hydration product are subjected to a violent
pozzolanic reaction, so that the surface of the aggregate is modified by the sulfo-
aluminate water cement; therefore, the
compressive strength and the flexural tensile strength of the concrete are remarkably improved.