FIELD: construction of frame buildings. SUBSTANCE: the method comprises installation of pillars with through grooves at the level of the floor, mounting of floor slabs, placement of stressed reinforcement between the floor slabs in the pillar grooves bending of the reinforcement in accordance with the preset profile of the bending moments in the building bays, tension of the reinforcement with subsequent fastening of its ends on the extreme pillars of the building and monolithic finish of seams and grooves. The reinforcement is unbent as follows: on the side of application of reinforcement tensile force in the first building bays by fixing the bend points to reinforcement tension, and in the subsequent ones - after reinforcement tension by application of concentrated vertical forces to the reinforcement in the bend points. EFFECT: provision of uniform reduction of the floor in each building bay, reduced loss of prestressing in reinforcement. 4 dwg
