The compositions of class B15-20 peplotuf concrete on tuff ash and crushed stone with the use of a plasticizer for use as a structural and thermal insulation layer in two-layer wall panels are proposed. The calculated heat transfer resistance of a two-layer structure is determined, and the dependence of the density and strength of the mixture on the cement consumption per 1m3 is established.

Keywords: tuff rubble, tuff ash, expanded clay concrete, peplotufobetonnaya mix, multi-layer wall panel, structural and thermal insulation concrete

The article considers several types of reinforced concrete slabs: homogeneous monolithic slabs, waffle slabs, as well as prestressed joist and vault slabs. Its main characteristics, properties and advantages are also described. An evaluation of structural analysis is given with a determination of its effectiveness. Reticular slabs: they are made from a network of cross beams that form a grid, leaving gaps that can be filled with blocks of materials whose density does not exceed 900 kg / m3. Homogeneous monolithic slab: it is a slab composed of concrete and reinforcement. The rebars are located in both directions, according to the characteristics of the load. Prestressed joist slabs and vault: it is a structural system consisting of precast beams that are made of prestressed concrete and include hollows of various configurations, within which lighting elements can be placed.

Keywords: concrete, reinforcement, reinforced concrete, floor slabs, wafer plates, monolithic plates, precast monolithic plates

A brief analysis of dependencies for calculating the punching of reinforced concrete slabs used in domestic and foreign design standards is presented. The results of an experimental study on experimental samples of the strength of a monolithic floor slab with a central punching by column of square and rectangular cross-sections are presented. Comparative analysis of experimental and calculated values of destructive loads showed a significant excess of the calculated values for the sample with a rectangular column. The observed excess of the calculated values of destructive loads over the experimental values is due to the presence of features of the stress-strain state in the zone of punching for rectangular columns. The excess of the calculated value of the destructive load over the experimental value noted during tests indicates a decrease in the structural safety of such interface nodes in the monolithic girderless frame of buildings.

Keywords: reinforced concrete, monolithic girderless frame, punching, loading platform, prototype, destructive load, prismatic strength, deformation, strain gauge

The article considers the accelerated development of the region, which is based on increasing innovative activity, creating new opportunities for economic growth, acquiring long-term competitive advantages in high-tech production with the help of the successfully functioning system of development institutions that ensure long-term economic growth and economic development of the region.

Keywords: institutions, development institutions, priority development, regional economy, socio-economic development, technological development, innovation, knowledge economy