FIELD: construction.
SUBSTANCE: method to erect structures resistance to damage in case of earthquakes consists in the fact that a foundation, walls and pillars are mounted. Besides, the first "
"-shaped reinforcement sections are built into a structure foundation with placed compensation corrugated sleeves, as well as the first sections of reinforced pipes with lock half-couplings with placed compensation corrugated sleeves, so that upper lock half-couplings with inbuilt elastic reinforcement and inbuilt arms of ""-shaped reinforcement sections are installed along the middle line of the first row of walls and pillars of the first floor of the structure; vertical reinforcement frames are built, by connection of the upper inbuilt arms installed into the structure foundation of the first ""-shaped reinforcement sections with the second ""-shaped reinforcement sections, for this purpose their inbuilt arms are connected by connection bushings; the first sections of reinforcement pipes are built, by connection of the first sections of reinforcement pipes installed into the foundation with the second sections, for this purpose inbuilt lock half-couplings with the inbuilt elastic reinforcement of the first sections of reinforcement pipes with inbuilt lock half-couplings with the elastic inbuilt reinforcement of the second sections of reinforcement pipes, where compensation corrugated sleeves are placed, besides, upper inbuilt arms of the second ""-shaped reinforcement sleeves and upper inbuilt lock half-couplings with the inbuilt elastic reinforcement of the second sections of reinforcement pipes are installed so that they are installed along the horizontal middle line of the second row of walls and pillars of the structure; after assembly of sections of the first rows of remaining wall falsework and first floor pillars of the structure with fixation in the form of a "dovetail" around them, sealing of slots, their filling with concrete on the basis of high-grade cement, hardening of a concrete filler, application of the substance layer having strength below strength of a concrete filler onto the surface of the latter. To arrange subsequent layers of a structure, operations are repeated. Similarly to the described above, the second floor of the structure is arranged, as well as its ceiling, and then subsequent floors and ceilings of the structure until it is fully erected. Also a device for method realisation is described.
EFFECT: increased stability under earthquakes.
2 cl, 2 dwg
