Статьи журнала - Строительство уникальных зданий и сооружений
Все статьи: 774
Condition load effect factor of profile steel in lightweight steel concrete structures
Статья научная
Lightweight steel concrete structures (LSCS) - an innovative building structure type that can be used both as load-bearing and as enclosing one. They consist of profiled steel - usually galvanized and cold-bent - filled with a monolithic foam concrete with a 400…1200 kg/m3 density, and with fiber cement sheets sheathing. In view of the current Standarts, codes and scientific literature there is no methodology for foam filling when calculating the strength of such structures, the goal is to determine the condition load effect factor of profile steel in LSCS. In this paper, based on experimental data, a comparison of two types of floor slabs is considered: LSCS fabricated of foam concrete with a density of 400 kg/m3 and similar slabs made of profile steel elements, fiber-cement sheets without filling with monolithic foam concrete. Three samples of panels of each type were loaded with uniformly distributed load, which gradually increased from zero to failure values using three jacks, each of which transmitted the load to the slab at two points. It has been experimentally proved that the foam concrete, despite its own extremely low strength class, actually includes in the operation, preventing such effects as stability local loss, crushing and profile steel elements cross-section warping and increases the slabs overall load capacity by 20-25%., which corresponds to a condition load effect factor of at least 1.2…1.25.
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Construction norms in the field of storm sewer system calculation
Статья научная
A requirements analysis of construction norms of Russia in the field of storm sewer system calculation is presented in this paper. The analysis was done by comparing the results obtained from the calculations of the two storm collectors. The calculations were performed in accordance with the requirements of SNIP 2.04.03-85 and its updated version - SP 32.13330.2012. An appreciable continuity of the basic calculation formulas and values was noted. The increase in the value of storm water design flow in the case of the calculation in accordance with SP 32.13330.2012 was amounted to about 79%. The increase in the price of several sections of storm sewer system project was amounted to about 15%.
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Construction of the air gap with variable width in the double-skin facades
Статья научная
It is hard to imagine the modern market of enclosing structures without the double-skin facades (DSF). Double-skin facades have established themselves as a multifunctional system capable to improve the energy efficiency of buildings. The air gap under the facing is responsible for allocating the moisture from the construction. In the design of modern buildings, special solutions for enclosing structures can be applied. For example, the combined facades which includes DSF and a glass curtain wall. As a result, the air gap with variable width is formed. The purpose of this work is hydraulic calculation of the structure of the vertical air gap with variable width. It was proved that loss-reducing effect in air gap with variable width fails when building has large height and insufficient length of cantilevers. It was also proved that in the small gap free-convective flow is impossible. The results of this work may be found as practical application in the design of similar buildings and analysis of free-convection flow in the air gap of DSF.
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Cost efficiency of dwelling construction with account of cities factors
Статья научная
The process of urbanization is widely spread. New city territories are being built-up with residential buildings. These territories are located in the city center as well as on its outskirts. Therefore, developers should think about cost efficiency of the residential building construction which depends on the kind of building site. The main goal is to analyze the cost efficiency of the residential building construction in central districts of Saint-Petersburg and on its outskirts. It is necessary to calculate a number of parameters characterizing the cost efficiency of the constructing such kinds of objects and take into account factors influencing on these parameters. These factors are location of construction objects in different parts of the city and, thus, different height restrictions, different average construction cost and different land acquisition cost]. After getting the results of the analysis [the conclusion will be made why the construction of residential building can be considered more appropriate in Krasnoselsky District (on the outskirts of the city) and less appropriate in Petrogradsky District (the center of the city) from the economic point of view. After all it will be possible to define economic feasibility of residential building construction in different parts of the city. This pattern will be also true for many other big cities
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Cтруктурированные стальные листы
Статья научная
В статье содержится информация о новой структуре поверхности стальных листов, представленной трехмерными шестиугольными «сотами». Описываются исследованные свойства несущей способности стальных структурированных стальных листов - согласно исследованиям, структурированная пластина может выдерживать силу несколько раза выше, чем плоская пластина. Это даёт возможность использовать такую структуру в строительстве, например, как альтернативу тонкостенным легким стальным плоским профилям. Также в статье описаны трудности, связанные с процессом производства данной структуры материала. Был проведен расчет в программе Abaqus пластин размерами 400х400 мм с разной ориентацией сот. Были исследованы четыре типа пластин: плоские пластины и структурированные листы с углом поворота 0°, 45°,90°. Установлены значения прогибов для этих пластин при одинаковой внешней нагрузке
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Deformation of the transmission towers: analytical solution
Статья научная
The object of the study is a spatial model of a statically definable power line support truss. The four-sided truss has a cross-shaped lattice and a pyramidal extension at the base. In the upper part of the truss, there are consoles for attaching the carrier cables. The corner nodes in the base are attached to the ground by one spherical joint, a cylindrical joint, and two vertical posts. Two types of loads are considered: a horizontal load evenly distributed over the nodes of one face (wind), and a vertical load applied to one of the consoles. The aim is to determine the analytical dependence of the deflection of the structure on the number of mast panels in its middle part. Method. To determine the deflection, the Mohr integral is used. The forces in the rods are located simultaneously with the reactions of the supports from the general system of linear equilibrium equations of all nodes. Obtaining a solution and generalizing it to an arbitrary number of panels is obtained by induction in the Maple computer mathematics system. Results. The dependence of the deflection of the console and the displacement of the mast top on the number of panels is obtained in the form of a formula containing up to eight coefficients in the form of polynomials in the number of panels of degree no higher than the fourth. The analytical dependences of the forces in some rods as a function of the number of panels are determined. Cubic asymptotics of the solutions is found.
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Deformations and natural frequency of a triangular truss: analytical solutions
Статья научная
The object of research. A new scheme of a lattice externally statically indeterminate truss in the form of a triangle with a lower chord supported by vertical posts and a fixed hinge is considered. When looking for the forces in critical bars and deflection, a vertical load is considered, which is evenly distributed over all external and internal nodes of the truss. The dependence of the deflection of the truss top on the load, dimensions and number of truss panels is given. A formula is derived for the lower estimate of the first frequency of natural oscillations. Method. The calculation of forces is carried out by cutting out all the nodes of the structure. The number of unknowns of the system of linear equilibrium equations in the projection on the coordinate axes includes both forces and reactions of supports. The deflection is calculated in analytical form using the Maxwell-Mohr formula and is generalized by induction from solving a number of problems for trusses with a different number of panels to an arbitrary order of a regular truss. To find an analytical estimate of the first frequency of natural oscillations of nodes endowed with masses, each of which has two degrees of freedom, the Dunkerley lower estimate method is used. Results. The formulas obtained for the forces in the rods, deflection and the first frequency have a compact form, which can be used to obtain simple evaluation solutions. The lower analytical estimate of the first oscillation frequency is in good agreement with the numerical solution for the entire spectrum of structure oscillations. All necessary transformations are performed in the Maple symbolic mathematics system. Linear asymptotics of solutions for deflection and forces are found.
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Deformations of the rod pyramid: an analytical solution
Статья научная
The object of the study is a spatial statically determinate pyramid-type covering truss. The truss has vertical support posts along the perimeter of the base. The corner nodes are fixed on spherical support, cylindrical, and rack. The truss has axial symmetry. The aim is to determine the analytical dependence of the deflection of the structure on the number of panels in its base. Two types of loads are considered: distributed along the edges and vertical loads concentrated at the vertex. Method. The Maxwell - Mohr formula is used to determine the deflection. The forces in the rods, together with the reactions of the supports, are found in their general system of the equilibrium equation of all nodes. The generalization of partial solutions to an arbitrary number of panels is obtained by induction using operators of the Maple computer mathematics system. Results. The dependence of the deflection on the number of panels is obtained in the form of a compact formula containing quadratic or linear polynomials in the number of panels. The inclined and horizontal asymptotes of the solutions are found. The existence of deflection minima depending on the number of panels is shown.
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Dependence of the two-span truss bridge vibration frequency on the number of panels
Статья научная
The object of the research is a planar, externally statically indeterminate truss with a cross-shaped lattice. The truss has supports at the ends and in the middle. The dependence of the lowest frequency of vibrations of the truss is found under the assumption that the mass of the structure is concentrated in its nodes. Both horizontal and vertical displacements of nodes are taken into account. Method. The reactions of the supports and the forces in the rods are found in an analytical form by the method of cutting nodes in the Maple computer mathematics system. The stiffness matrix is calculated using the Maxwell-Mohr formula. The results of calculating the first natural frequency by the Dunkerley method of a series of solutions for trusses with a different number of panels are generalized by induction to an arbitrary number of panels. Results. A comparison of the analytical expression for the first frequency with the lowest value of the natural oscillation spectrum obtained numerically shows the high accuracy of the derived formula. It is noted that with an increase in the number of panels, the accuracy of the approximate analytical solution increases, reaching several percent with the number of panels in each span of more than twenty.
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Dielectric constant of asphalt cocncrete pavement
Статья научная
The article investigates the temporal evolution of the dielectric constant of asphalt concrete pavement. Analysis of the electrophysical properties of the pavement makes it possible to monitor its operational properties and predict the residual life. Considered the relationship of the physico-mechanical properties of the asphalt mix (asphalt pavement) with its electrophysical properties, and the behavior of the dielectric constant of the coating during its operation. As a result, the following conclusions were drawn: 1) the dielectric constant, correlating with the adhesive and cohesive properties of the material, can serve as a parameter for monitoring the condition of pavements in order to assess the residual life of the pavement; 2) modeling of the asphalt concrete road mixture using a layered capacitor allows us to describe the evolution of its dielectric constant in good agreement with the actual behavior of this parameter during operation of the road surface.
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ERP-системы на российских строительных объектах
Статья научная
В статье рассматривается возможность применения ERP-систем на российских стройках как способ решения проблем, связанных с рисками, возникающими на строительных объектах. После успешного внедрения ERP-системы на одной из строек Санкт-Петербурга риски несвоевременного завершения строительства, не сдачи объекта с требуемым качеством и с превышением сметной стоимости значительно снизились, потому что ERP-система даёт заказчику объективную информацию о ходе работ на строительной площадке, их динамике и качестве конечного продукта. Эта информация позволяет руководству стройки принимать грамотные управленческие решения по оптимизации строительного процесса на объекте.
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Effect of locust bean pod epicarp ash (LBPEA) on the compressive strength of revibrated concrete
Статья научная
The effect of locust bean pod epicarp ash (LBPEA) on the compressive strength of re-vibrated concrete is presented. The LBPEA used was obtained by controlled incineration of locust bean pod epicarp in an enclosed furnace. The result of the chemical analysis carried out on the LBPEA showed that it is a very good pozzolana with its SiO2, Al2O3, and Fe2O3 content percentage summation at 77.81%. Using a concrete mix ratio of 1:2:4 and a water-binder ratio of 0.6, a total of 147 cubes were cast and cured for 7, 14 and 28 days: 21 for control (0% LBPEA + 100% OPC); and 21 cubes for each other different percentages (5%, 10%, 15%, 20%, 25%, and 30%) replacements of OPC. Each category of cubes was initially vibrated and then re-vibrated at an interval of 10 minutes up till 1 hour. Compressive strength of the concrete cubes were determined at 7, 14 and 28 days curing age. The compressive strength increased gradually with curing age and a maximum compressive strength of 28.44 N/mm2 at 60 minutes revibration was obtained at 28 days for 5% of LBPEA. At 14 days curing, a maximum compressive strength of 24.76 N/mm2 at 60 minutes revibration was obtained for 0% of LBPEA. At 7 days curing, a maximum compressive strength of 25.29 N/mm2 at 60 minutes revibration was obtained for 0% of LBPEA. This suggests and is therefore recommended that a 5% replacement of OPC with LBPEA can be adopted for structural concrete production.
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Effective models of public-private partnership in municipal facilities
Статья
Russian housing facilities services are in critical condition. Modernization requires over 9 trillion rubles. Currently the state has no such funds, and according to plan from all sources during the period 2010-2020 it is planned more than 4 trillion rubles. Thus, the government needs to find other sources of funding reforms. The obvious solution is to engage the public-private partnership. However, the municipal facilities are unattractive for business for a number of reasons, described in this article. Therefore, the aim of the article is to search and analyse effective models of public-private partnerships for use in the Russian municipal facilities sector. Actuality of work is conditioned by the fact that the problem is recognized at the state level. The article studies such a financial model for attracting private investment in construction and reconstruction of infrastructure municipal facilities. The results of effective models for use in the construction and reconstruction of municipal facilities is BOLT [construction, ownership, lease, transfer] (not valid for important facilities: nuclear power plants, hydroelectric, etc.) and BOT [building, operation, transfer]
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Efficiency of 3D printing in civil engineering
Статья научная
This article studies the efficiency of new technology – 3D printing by concrete. The creators of this equipment argue that it can save significant amount of funds, when used for building construction. This research looks into how using of 3D printer can save time needed for building frame construction and how it may affect the total construction cost. In this article you can see the results of calculation of labor and material costs for two types of houses: printed with a 3D printer and made of aircrete blocks. Moreover, the percentage of profit, based on potential time saved and the total cost of a single-story building were calculated. As a result of the research, it was concluded that 3D printing technology will be beneficial for construction companies engaged in large-scale low-rise construction.
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Efficiency of applying sustainable technology of bubbledeck technology in concrete in Russia
Статья научная
The idea of optimization concrete use, reducing its amount and applying new technologies, is not novel one. During the last three decades there were several studies and projects, in which concepts of slab with voids were used. Bubbledeck technology consists of hollow slabs and plastic balls in it, which serves for reducing of concrete volume. In this article Bubbledeck is estimated for Russian construction market. Possibility and efficiency of appliance this technology is assessed. Construction methods, sustainability and properties are considered. Inputs of bubble’s construction, concrete and technology are compared with the costs of using conventional concrete. Basing on these data suggestions for effective technology implementation and appliance are given.
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Energy efficiency heating installation of country house in Northern-Western region
Статья научная
The task of choice a heating installation on environmentally friendly fuel and optimum for the price for a country house of the North Western region of 200 sq.m. was set in article.The thermal pump and the pellet boiler were considered for this purpose.Both devices possess a number of rather similar advantages, which are durability more than 20 years, possibility of installation in a house, environmentally friendly fuel, etc. In conclusion authors decided that it is more favorable and for climatic reasons and according to starting and operational expenses to prefer to the thermal pump a pellet boiler.
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Energy-efficient construction in the climatic conditions of Latvia
Статья научная
The low energy building can be achieved by implementation of energy efficient building envelope as well as energy efficient heating and ventilation systems. In addition use of renewable energy sources allows reach nZEB and ZEB requirements. This paper provides calculation approach and conclusions on necessary insulation thickness for opaque elements. In addition optimal windows sizes, their orientation and thermal properties to achieve low energy buildings standards in Latvian climate is evaluated in this study. This has been done for single family house. Study takes into account specifics of low energy consumption buildings for five largest cities of Latvia located at places with maximally diverse climatic conditions. The paper presents economical and payback time calculations of low energy building constructions and HVAC systems in Latvia.
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Energy-efficient expanded clay concrete wall block
Статья научная
At the moment, the market of wall materials for low-rise cottage construction remains very conservative. People tend to erect the walls of cottages, using all the usual materials - wood (timber), brick, ceramic, gas concrete or aerated concrete blocks. At the same time, a relatively recently appeared technology of erecting walls of cottages with the help of a fixed formwork for concrete, which combines load-bearing, heat-insulating and enclosing elements at the same time. The aim of this work is to analyze the shortcomings of existing fixed formwork blocks and, taking them into account, create our own fixed formwork block, test its strength and heat transfer resistance, as well as analyze the above-mentioned characteristics and compare them with the most common energy-efficient wall materials for cottage construction presented on market of St. Petersburg. At the moment, the market of wall materials for low-rise cottage construction remains very conservative. People tend to erect the walls of cottages, using all the usual materials - wood (timber), brick, ceramic, gas concrete or aerated concrete blocks...
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Eurofacts: enhancing the Russian-Finnish dialogue
Статья научная
Eurofacts Oy is a family owned consultancy company with 20 years of working experience. Mainly based in Helsinki, Finland the company is also represented in St. Petersburg and Moscow. Eurofacts offers expertise across many areas of business and industry. The main focus of the company's activity is the communications and partnerships between Russian and Finish companies. The core of the assignments has been much focused on the big companies and corporations but nowadays the role of SME's is compelling. To establish the successful international business any company needs the proper network and knowledge - Eurofacts offers the decisive services to improve the dialogue.
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Статья научная
Shear wall is important and suitable part in high-rise building to carry (support) dead loads and resist lateral loads (wind and seismic), shear wall's position in the building influences on the all analysis and design's behavior of the building. This paper presents the different positions of shear walls in the building as well as effects of different position of shear wall on the building's behavior of analysis including; displacement, shear force and bending moment. Considering this case the results in different effect positions of shear wall for a building which represent G+17 storey separated into four different models. The analysis of different position of shear wall, which is using equivalent lateral load method in the building, have been performed by using ETABS 2016 Structural analysis software.
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