The invention relates to the technical field of bridges. According to an existing main arch and lattice
pier structure, transverse connecting rods are arranged between main pipes so as to improve the
structural rigidity, and meanwhile the stress of nodes at the two ends of each connecting rod needs to be reduced in order to meet the
energy consumption and stress requirements under the earthquake action. According to the preferable scheme, concrete is poured into the transverse connecting rods, firstly, the concrete can laterally support the steel pipes, and
joint stress of the steel pipes can be reduced when the concrete and the steel pipes jointly participate in stress; and secondly, compared with a steel structure, the concrete-filled
steel tube structure has considerable
ductility and better stability. However, the scheme needs to reduce the contribution of concrete to the
axial rigidity of the section, and meanwhile, as the transverse connecting rod is wide in distribution range, a steel pump
pipe or a cableway bucket needs to be used in a traditional construction scheme, the construction steps are tedious, and the progress is slow; therefore, the invention provides a concrete formula suitable for the small concrete-filled
steel tube rod piece, the minimum
elastic modulus is about 85% of that of common concrete, the passing time of the V-shaped funnel is less than 10 seconds, and the construction method for the concrete in the small rod piece and the corresponding construction tool are provided in combination with structural characteristics.