The invention belongs to the technical field of
cofferdam construction, and particularly relates to a combined temporary
cofferdam for crossing a river channel and a construction method of the combined temporary
cofferdam. The combined temporary cofferdam comprises a temporary cofferdam with a
square cross section, the two ends of the temporary cofferdam correspond to the two banks of the river channel, and two inclined struts are arranged at the right-angle position of the temporary cofferdam; a square steel enclosing
purlin is arranged on the inner side of the temporary cofferdam, a straight support is arranged in the middle of the square steel enclosing
purlin and is parallel to the width direction of the square steel enclosing
purlin, the temporary cofferdam is double-row cofferdams, each row of cofferdams are the same in structure, the two ends of each row of cofferdams are timber
pile type cofferdams, and the middle of each row of cofferdams is a steel
sheet pile type cofferdam; corresponding joints of the timber
pile type cofferdams and the steel
sheet pile type cofferdam are connected by
welding seamless steel pipes and Z-shaped steel sheet piles; and a timber
pile enclosing purlin is arranged on one side of the upper part of each row of timber pile type cofferdams correspondingly, and more than two opposite-pulling steel bars are bundled between a pair of timber pile enclosing purlins on the two rows of timber pile type cofferdams. Therefore, the temporary cofferdam is easy and convenient to construct, good in waterproof and anti-seepage performance and high in
water flow impact resistance.