Test method for monolithic reinforced concrete foundations is proposed. On its basis, an experimental assessment of the state of monolithic reinforced concrete structures of the foundations of the capital construction object was made: “Platforms of RM, RS in the area of ​​the village of Karamaly Nikolsky district of the Penza region "with the definition of physical and mechanical characteristics of materials. As a result of the tests, the bearing capacity of the foundation blocks throughout the construction site was confirmed. The article material was prepared on the basis of the materials of the research work No. 18-156 of 08.21.2018.

Keywords: building structures, bearing capacity, foundations, technical expertise, tests, buildings and structures, experimental studies, ultimate state, safety factor, shrinkage cracks, safety factor

V stat`e privoditsya obzor diagnostiki e`lementov zrelosti sistemy` upravleniya operacionnoj deyatel`nosti proekta na urovne Kampanii.

Keywords: sistema upravleniya operacionnoj deyatel`nosti, uroven` zrelosti.

A calculation for the strength and stiffness of a removable grip with a geometric closure for moving and turning ellipsoid bottoms of the steam generator is presented. The proposed design solution will improve the safety of operation of nuclear power plant hull equipment and reduce the labor and material consumption of technological equipment by eliminating the welded load-handling and installation elements

Keywords: removable load-grabbing devices, turning and moving, plot of bending moments, calculation of stiffness, thickness of the grip

The article proposes to consider the possibility of using pipes from ductile iron with spherical graphite in the construction of oil pipelines to solve the problem of corrosion formation. In addition to corrosion resistance, such pipes also have other positive properties. A comparison is made with steel pipes, and the basic physical and mechanical properties of ductile iron with spherical graphite are also considered.

Keywords: oil and gas pipeline, corrosion, testing, installation, connection, deposit, steel, ductile iron (ductile iron), strength, resistance, oil

An experimental study of the combustion of mixtures of hydrocarbon fuels in a water heater was carried out. The dependences of the outlet temperature of the heat carrier on the composition of the fuel in two cases were established: a mixture of methane and propane-butane fuel, a mixture of methane and hydrogen.

Keywords: hydrocarbon fuel, variable composition, heater, reclaiming, energy efficient and environmental combustion

This article discusses logistics systems, problems existing in logistics, presents ways to solve these problems. The field of logistics includes almost all areas of production of each enterprise, such as commercial activities, transport management, information support and others. Construction enterprises should be most interested in the efficiency and rationality of the work of logistics, since it is one of the largest subjects of final consumption of material resources. However, there are logistics problems in the construction industry, but to avoid them it is necessary to understand the ways to solve them, which are described in this article.

Keywords: logistics, logistics system, construction industry, construction company, resource, integrated management, logistics problem

The article discusses the results of the calculation of monolithic non-slab floors. The authors used software that supports BIM design technology. Models were created in Rewit Sapphire and Lyra-SAPR. The article describes the method of creating computer models. The computational experiment plan and the main parameters of the calculated prototypes are given. A total of four series of samples was calculated. The series differ in the way they create a computer model. In each series, all methods of triangulation that are available for this software package are implemented. To ensure the comparability of results, the step of triangulation in each of the series was taken to be the same: 0.17, 024, 0.4, 0.46, 0.55, 0.67 and 0.86 m. The authors made a comparative analysis of the quality of computer models after they were imported into the PC Lira-SAPR. It has been established that errors are observed when importing schemes from different software systems. Characteristics of the material, the stiffness of the elements and the load are not always transmitted correctly. This circumstance forces to do additional work. Namely, a detailed check of the circuit and its adjustment manually. BIM technology, reinforced concrete, girder-free overlap, reinforcement, triangulation, finite element, reinforcement selection, computational experiment, Rewit, Sapphire, Lira-CAD.

Keywords: BIM technology, reinforced concrete, girder-free overlap, reinforcement, triangulation, finite element, reinforcement selection, computational experiment, Rewit, Sapphire, Lira-CAD

The work of a metal cylindrical mesh shell with support ribs of increased rigidity is investigated. The rational variant of the profile of longitudinal elements is determined and the recommended parameters of the cross-section of the rods in the place of strengthening of the lower faces are proposed. Several approaches to circuit design were tested and cross-sections were calculated for three blocks of design solutions. It is recommended to use the I-beam profile as the optimal option to increase the coefficient of stability of the structure. Due to the increased rigidity of the support ribs, a significant unloading of dangerous areas was obtained and the form of possible deformation of the system was reconstructed. Qualitative regularities of distribution of longitudinal forces and displacements reflecting positive changes of the general state of the grid surface are revealed. The obtained numerical values of the calculated parameters showed the presence of reserves of the bearing capacity of the structure.

Keywords: cylindrical mesh shell, roof, reinforcement, stiffness of supporting ribs, force factor, deformation parameter

Cities around the world lack land resources, despite the fact that the housing stock is in a state of extreme deterioration. The solution to this problem becomes such a concept as renovation - the process of updating urban space. This mechanism is currently provided for in the Town Planning Code of the Russian Federation, but for a number of reasons its implementation in practice is limited. Renovation is necessary in the prevailing conditions of the modern world in order to adapt the spaces of former industrial zones for their use in an already new format. The vast majority of industrial companies cease to operate within cities, and their territories turn into neglected neglected development, isolated from the urban social environment. The authors of this article reviewed and analyzed the benefits of implementing renovation programs for residents of the Russian Federation.

Keywords: renovation, eco-construction, depressed territories, modernization of urban areas, development of regions, redevelopment buildings

The article discusses the results of the development of a feasibility study for the provision of services for the export of concrete products in Perm, presents a market analysis in terms of determining the number of residential buildings connected to the water supply system, but not connected to the centralized sewage system, and discusses problems that impede the development of the project The analysis of the actual and planned number of specialized motor vehicle flights was carried out, revenue for the export of concrete products was determined, priority directions were developed eniya activities dedicated utilization of the company

Keywords: household liquid waste, local treatment facilities with passive aeration, local treatment facilities with active aeration

Operational characteristics of reinforced concrete bending elements under low-cycle impact are considered. The residual deformations and deflections of partially prestressed structures exposed to repeated static loads are investigated, the dependences for estimating the residual deformations and deflections of partially prestressed structures under the action of low-cycle loads are Given. On the basis of the analysis, the dependence of the relative increase in deflections on the coefficient of partial prestressing with repeated application of static loads was established.

Keywords: partially prestressed elements, repeated loads, residual deformations, non-stressed reinforcement, low-cycle impact, residual deformations and deflections

Currently, special attention is paid to creating a comfortable urban environment, as a result of this there is a need to create projects that contribute to improving the quality of life of the population. In this paper, we consider two subprograms of the Rostov region: "Improvement of public territories of municipalities of the Rostov region" and "Improvement of the courtyards of apartment buildings in the Rostov region", operating under the state program "Formation of a comfortable urban environment." The number of transformed public and house territories from the moment of implementation of these subprograms of the Rostov region is analyzed.

Keywords: comfortable urban environment, state program, land improvement, public areas, transformation

Geodesic domes are self-supporting spatial structures without additional supports. Geodesic lines are used when breakdown geodesic shells into elements. In this area, the development of geometric models of double-contour geodesic shells are performed. The features of these works are the use of trihedral and hexagonal pyramidal structures as the first contour. However, for the formation of such structures, pentahedral pyramids can also be used. The aim of the study is to develop a method, algorithm and software for a double-contour geodesic shell with pentahedral pyramids. To achieve this goal, the principle of duality, methods of analytical geometry in space and programming in the GDL language built into ArchiCAD were applied. As a result, a parametric ArchiCAD object of a two-contour geodesic shell with pentahedral pyramids was developed. It can be used in architectural and structural design of unique buildings.

Keywords: geodesic dome, double-contour geodesic shell, duality principle, parametric ArchiCAD object, the programming language of GDL

The article discusses the impact of high-strength reinforcement without adhesion to concrete on the strength of reinforced concrete floors. It was revealed that the rebound created by the prestressing force is distributed along the length of the element in accordance with the trajectory of the reinforcement laying. An analytical dependence has been obtained that allows one to quantify the decrease in positive moments depending on the magnitude of the load and relative deflections. The graphs of the dependence of the reduction of positive moments due to the resistance of the cables to the load and relative deflections are constructed. It is established that the influence of relative deflections on the decrease in moments does not depend on the magnitude of the external load. The main factors for reducing the positive aspects are the initial eccentricity and the deflection acquired during operation. The results can be used in the design of plates and beams using prestressed reinforcement without adhesion to concrete.

Keywords: high-strength reinforcement, reinforced concrete, bending moment, bending element, normative deflection, repulse, strength

The paper deals with the issues of establishing the relationship between the loads experienced by the drive and power equipment of the passenger Elevator, with a number of random variables that determine the mode of operation of the Elevator equipment in each cycle. The structure of the algorithm for the formation of accumulated loads and their equivalent value during a given period of operation is substantiated. The proposed method can be used as a simulation model in determining the required amount of repair impacts in the maintenance of passenger elevators

Keywords: elevator, floor, maintenance, cycle, mode, equivalent load

Within the framework of the kinematic model, calculation formulas are obtained for determining the deformation of a water-saturated base from weak soils, taking into account vertical reinforcement and the bearing capacity of pore water. Theoretically justified the use of vertical reinforcement, aimed at strengthening the bearing capacity of the soil base.

Keywords: weak soil, water-saturated base of the road, deformation, vertical reinforcement

The article discusses the methodology for deploying dual-purpose military infrastructure facilities, including a model for optimizing the placement of the service network in garrisons, where it has already developed, and the question is its reconstruction and expansion. The calculations are made on the example of service in military camps. To optimize the placement of the service network, a criterion is adopted to minimize the service time.

Keywords: garrison service, service network, service center, hierarchy, gravity model of gravity, the theory of central places, commodity circulation, a military town

This article presents the results of solving the problem of silting of the Krasnodar reservoir for the rational use of water resources of floodplain territories. The forecast of changes in sediment for the future is determined taking into account an increase in the overgrowth of the reservoir, further processing of the coastline, as well as a decrease in afforestation and an increase in cultivated areas in the river basin. Kuban. Given these factors, the increase in sediment volumes in the reservoir alignment will increase annually by 0.13% and by 2036 will amount to 18.01 million m3 per year. The main measures to improve the transport of sediment into the dead volume bowl are considered, and ways to solve the siltation problem by clearing the flooded riverbeds are proposed to be carried out by the method of stirring, since this method is used in reservoirs with flow, because its essence lies in the fact that silt sediments are agitated with the help of a floating dredger with water jets and the pulp is not sucked into the dredger, and suspended sediments are transported by the flow of water into the bowl of the "dead" volume of the reservoir. The use of this method is recommended for economic reasons, since it is 2.4 times cheaper than cleaning with pulp removal. The actual use of the Krasnodar reservoir is currently consistent with the design purpose. Sediment runoff in the river basin Kuban is determined by water erosion. Water erosion is especially pronounced in the mountainous and foothill parts, which is facilitated by the mountain-valley relief and large slopes of river channels. Precipitation falling on the underlying surface, in particular intense downpours, heavy snowmelt, debris material is washed off the catchment area into the river, forming a sediment runoff. An important role here is played by the composition of the rocks that make up the catchment, its afforestation, agrotechnical and water management measures carried out on the catchment area and in the riverbed.

Keywords: siltation, reservoir, water resources, floodplain territories, rational water use, water resources

As a result of the analysis of normative documentation and soil fixing works, a brief historical review of the physicochemical methods of soil fixing was presented. Examples of the application of these methods in Russia and the world are considered.

Keywords: subsidence soils, cementation, soaking, heaps, mudding, subsidence, deformation, pit, soil consolidation

The article presents an overview of the current situation in the field of energy saving of the Russian Federation. Topical issues of energy efficiency control of buildings and structures as an energy saving tool are considered. The proposed approach allows, while maintaining the General ideology of SP 50.13330.2012 "Thermal protection of buildings", to modify the scale of energy efficiency of buildings and structures, to make it comparable with similar scales adopted in leading European countries. A similar approach to solving this problem is implemented in order to move from the percentage deviation of the level of heat loss (from some basic value) directly to the specific level of these heat losses per unit area. The formula allowing to calculate both normalized and actual value of heat energy consumption for heating and ventilation of buildings is deduced. In the future, the above-mentioned formula is transformed into a formula that takes into account engineering solutions, both with a direct-flow ventilation system and with the use of a recuperative heat exchanger.

Keywords: heat supply, housing and communal services, energy efficiency, energy saving, energy efficiency scale, specific energy consumption, regulatory framework

The rapid development of the economy of the leading countries of the world entailed the development of high-rise construction in modern cities. In this regard, the issue of energy consumption of modern high-rise buildings has recently become increasingly important. An increase in the number of high-rise buildings and the development of urban infrastructure increases energy consumption. Modern high-rise construction, increasing the density of urban space, significantly changes local climatic conditions. The formation of local climatic factors during the construction of high-rise buildings and their impact on the energy efficiency of buildings is an urgent and little-studied problem. The article analyzes the impact of modern urban development on the climatic and aerodynamic conditions of the area. The assessment of climatic factors affecting the heat loss of a high-rise building is carried out. On the example of a high-rise building in the city of Moscow, Evolution, calculations are made and graphs of changes in temperature and wind speed along the building height are presented. The research results will allow us to assess the impact of climatic factors on the energy consumption of high-rise buildings, and can be taken into account when designing modern energy-efficient buildings.

Keywords: Energy efficiency, urban development, microclimate, aeration. climate, dense buildings, heat island, solar radiation, convective flows

The strength, deformability and width of the opening of normal cracks of prototypes 220, section 12.5x25 (h) cm, reinforced with composite canvases and laminates of different cross-sectional areas, made on the basis of glass and carbon plastics, are compared. The samples had working reinforcement, represented by 2Ø14А600, transverse - with double-section clamps Ø5В500, installed with a pitch of 100 mm. Samples were loaded with two concentrated forces applied in thirds of the span. With composite reinforcement, the appearance of the external composite reinforcement was varied, as well as the presence or absence of U-shaped anchoring clamps glued to the supporting sections of the beams. It has been established that the greatest reinforcing effect is provided by composite materials based on carbon fibers, in which the modulus of elasticity is comparable to the modulus of elasticity of steel.

Keywords: concrete, reinforced concrete, bending element, composite, fiberglass, carbon fiber, strength, deformability

The simulation of a multilayer structure in the finite element Ansys complex is considered. The design consists of 10 layers, each of which has certain specific properties. The model is an imitation of the soil base pavement. We consider the simulation in the form of a simplified, flat statement of the problem. The analysis of the oscillations under impact. The wave field of displacements at a given part of the structure is analyzed. Based on a numerical experiment, an approach to estimating the characteristics of a layer is constructed.

Keywords: multi-layer construction, vibration diagnostics, simulation, FEM, Ansys, pulse action, dynamics, fluctuations

The article analyzes the space-planning decisions of dual-use facilities from which we can see their tactical purpose in emergency situations to increase the defense capability of the city and increase the security of living in it. The developed method of expert evaluation of the placement of multifunctional dual-use complexes, which depends on many parameters, is described. Given the above criteria, a system has been developed for a comprehensive assessment of the effectiveness of the deployment of multifunctional dual-use complexes.

Keywords: multifunctional complex, deployment, dual use, Armed forces, defense, construction

It is shown that the given ratio of the modulus of deformation and the initial modulus of elasticity of concrete depends not only on the type of the function ε = f(𝜎), and from the initial modulus of elasticity of the concrete, i.e. concrete with different values of initial modulus at equal strength, for example, with the introduction of the composition of concrete organo-mineral modifiers, the dependence of the ratio E𝜎/E0 from the loading level will vary. To describe the "stress-strain" or "modulus of deformation-level of loading" for concretes with organo-mineral modifiers, it is advisable to use The sargin diagram, taking into account the influence of modifiers on the main deformation constants: the initial modulus of elasticity, the coefficient of elasticity, the relative deformation corresponding to the short-term strength limit. The nature of deformation of concretes with organo-mineral modifiers at a loading level above 0.9 may differ from the known patterns for traditional concretes, in connection with which this issue requires special study.

Keywords: modulus of deformation, stress-strain diagram, modified concretes, loading level, modulus of elasticity