FIELD: civil engineering. SUBSTANCE: support frame 1 is installed with its bolt jacks 3 on walls 2 over the floor being erected. Suspensions 5 and 6, as well as step-wise pins 30 and screws 31 are secured in sleeves 4 of the support frame. Beams 10 and 11 with screens 12 and 13 are secured on the Suspensions and nuts 9 are used to direct them to the step-wise pins and screws. Screws 34 are fixed in sleeves 33. Sides 23 are let down on the walls. Carrying frame 15 with screens 19 and fixed sides 25 and 26 are brought into contact with step-wise pins 30 and screws 31 and fastened through Suspensions 16 to support frame 1 to form balcony section of the floor. Then the floor is reinforced and concreted. Once concrete has been consolidated, beams, carrying frame and sides 25 and 26 are installed in another working position to form gaps between them and floor 29. In so doing, beams with screens are fixed on Suspensions or stands. Step-wise pins and screws are withdrawn out of holes formed in the floor, and thrust rods, thrust screws and studs are fixed in a part of the holes instead of them. Reinforced grids are fastened to the floor through other holes. Matrixes are installed to sides 25 and 26 on screens when the screens are installed. Then thrust rods are removed and spaces and step-wise holes are filled with decorative solidifying composition. Different spaces may be filled with concrete of different color. Concrete form is dismantled after decorative layer is formed, structural and decorative pieces are fastened to the floor through threaded openings in the floor. EFFECT: increased quality of the building, decreased amount of man-hours, improved seismic stability. 11 cl, 5 dwg
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Authors
Dates
1995-09-10—Published
1992-04-14—Filed