The invention discloses a pull rod type multipurpose steel trestle
abutment and a construction method thereof. The pull rod type multipurpose steel trestle
abutment comprises double rows of steel pipepiles, soil retaining steel sheet piles, counter-pull steel sheets,
abutment back filler, opposite-pull screws and an abutment butt strap. The construction method comprises the steps that firstly, the double rows of steel
pipe piles are driven in front of the abutment to serve as an overall braking measure; then, aiming at the condition that abutment back filling soil in a river overtopping areais high, on one hand, the steel sheet piles and
waist beam structures are adopted for achieving soil blocking and scouring effects, and on the other hand, the opposite-pull screws and the counter-pullsteel sheets are adopted for achieving balance of soil pressure; and reinforcing soil is filled between the steel sheet piles and the counter-pull steel sheets to ensure the stability of the abutmentback, a layer of concrete bridgehead butt strap is arranged at the upper part, and internally-arranged steel bars are welded with the tops of the steel
pipe piles into a whole. By the adoption of thebridge abutment design and the construction method thereof, the problems that a temporary bridge abutment of a higher fill in the river overtopping area is difficult to disassemble, large in settlingvolume, poor in stability, scoured on the abutment back and the like can be solved, temporary trestle elevation control, bridge road sequential connection and trestle length reduction are facilitated, and therefore the purpose of reducing construction cost is achieved.