Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-33-42
S. Laketich, V. Strokova
The aim of the research is to explore paths and solutions for the effective management of capital construction objects during the operational phase. Throughout the study, life cycles of capital construction objects were examined and analyzed, justifying the feasibility of enhancing the life cycle management system during the operational stage. To optimize the operation of a building and improve its efficiency, the implementation of BIM technologies into the management process of capital construction objects is proposed, taking into account the peculiarities of the kinetic construction project. These technologies allow for continuous monitoring of structures and mechanisms, determining their "fatigue" level, microclimate, the functionality of automation systems, alertness, and the impact of human factors on the attractiveness of the real estate object. Specifically for the project, a conceptual management scheme has been developed, adapted for a multifunctional kinetic high-rise building, and its applicability can also extend to other capital construction objects. Such a scheme includes multi-level automation of the management system, implying subordination to a unified center, the system's brain, and a multitude of controllers that collect and process information from sensors. Using a well-defined algorithm, they quickly respond to tasks and efficiently manage one or several elements of the system
{"title":"DEVELOPMENT OF A LIFE CYCLE MANAGEMENT SCHEME FOR A MULTIFUNCTIONAL KINETIC-TYPE HIGH-RISE BUILDING AT THE EXPLOITATION STAGE","authors":"S. Laketich, V. Strokova","doi":"10.34031/2071-7318-2024-9-2-33-42","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-33-42","url":null,"abstract":"The aim of the research is to explore paths and solutions for the effective management of capital construction objects during the operational phase. Throughout the study, life cycles of capital construction objects were examined and analyzed, justifying the feasibility of enhancing the life cycle management system during the operational stage. To optimize the operation of a building and improve its efficiency, the implementation of BIM technologies into the management process of capital construction objects is proposed, taking into account the peculiarities of the kinetic construction project. These technologies allow for continuous monitoring of structures and mechanisms, determining their \"fatigue\" level, microclimate, the functionality of automation systems, alertness, and the impact of human factors on the attractiveness of the real estate object. Specifically for the project, a conceptual management scheme has been developed, adapted for a multifunctional kinetic high-rise building, and its applicability can also extend to other capital construction objects. Such a scheme includes multi-level automation of the management system, implying subordination to a unified center, the system's brain, and a multitude of controllers that collect and process information from sensors. Using a well-defined algorithm, they quickly respond to tasks and efficiently manage one or several elements of the system","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511483","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-90-99
R. Sharapov, N. Shihov, A. Agarkov
The article considers the main aspects of studying the effective use of plastering machines and mixtures in construction through the use of automated and mechanized systems, units and robots. Theoretical aspect of the study of the process of plaster layer compaction with the help of a vibration platform of a robot plasterer with adjustable parameters. The main design and technological parameters of vibration compaction of the plaster layer and their influence on the efficiency of the process of compaction of vertical walls are revealed. The methods of experimental research are described, as well as experimental installations on which the laboratory experiment was carried out. The use of this technology allows to solve the problem of time costs and increase labor productivity indicators, as well as aspects of economic nature. When changing the physical and mechanical characteristics of the vibration platform its dependence of variation factors allows to form the most favorable conditions for the mechanical effect of vibrations on the efficiency of the process of plastering vertical walls. Plastering mixtures for obtaining a plaster layer are studied, the main physical and mechanical characteristics are analyzed, the requirements to be taken into account in the process of plastering are analyzed. The paper presents a comparison of physical and mechanical characteristics of the vibration platform, reveals the advantages and disadvantages of using different combinations of parameters. It is established that the use of a certain combination or change of one important parameter contributes to the increase of physical and mechanical characteristics in comparison with the traditional method of mechanical action.
{"title":"INFLUENCE ON THE QUALITY OF PLASTERING WORK PRODUCTION PARAMETERS OF THE PLASTERING ROBOT","authors":"R. Sharapov, N. Shihov, A. Agarkov","doi":"10.34031/2071-7318-2024-9-2-90-99","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-90-99","url":null,"abstract":"The article considers the main aspects of studying the effective use of plastering machines and mixtures in construction through the use of automated and mechanized systems, units and robots. Theoretical aspect of the study of the process of plaster layer compaction with the help of a vibration platform of a robot plasterer with adjustable parameters. The main design and technological parameters of vibration compaction of the plaster layer and their influence on the efficiency of the process of compaction of vertical walls are revealed. The methods of experimental research are described, as well as experimental installations on which the laboratory experiment was carried out. The use of this technology allows to solve the problem of time costs and increase labor productivity indicators, as well as aspects of economic nature. When changing the physical and mechanical characteristics of the vibration platform its dependence of variation factors allows to form the most favorable conditions for the mechanical effect of vibrations on the efficiency of the process of plastering vertical walls. Plastering mixtures for obtaining a plaster layer are studied, the main physical and mechanical characteristics are analyzed, the requirements to be taken into account in the process of plastering are analyzed. The paper presents a comparison of physical and mechanical characteristics of the vibration platform, reveals the advantages and disadvantages of using different combinations of parameters. It is established that the use of a certain combination or change of one important parameter contributes to the increase of physical and mechanical characteristics in comparison with the traditional method of mechanical action.","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511364","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-70-79
A. Kachaev, V. Sevost'yanov, G. Chemerichko, T. Orehova
Rational control of equipment operating modes in the production of building materials is possible only in the case of a mathematical description of various technological processes. The sequence of calculation methods for determining the design and technological parameters of grinding equipment makes it possible to numerically present the results of calculations of rational operating modes of the equipment. The study presents a mathematical description of the dynamics of a two-phase flow inside the grinding chamber of a disintegrator, with the help of which it is possible to determine the speed characteristics of its operating modes for materials with different physical and mechanical properties. The nature of the change in the tangential components of the velocities of the two-phase flow has been established: the range of the current radius of the grinding chamber Ri has been determined, at which the radial components of the velocities of the carrier flow and particles of the ground material continue to increase. As a result of mathematical modeling, it was confirmed that with an increase in the concentration of dust particles in the increasing volume of the grinding chamber, the value of the tangential component of the velocity of a dynamic two-phase flow decreases in relation to the maximum parameters at Ri = 0.15 m by an average of 15.5%. It has been determined that the maximum velocity values for the tangential component are in the limit of Ri = 0.1-0.15 m and are 131 m/s for air, and 127.5 m/s for an average suspended particle with dsr = 40 μm. In the process of developing a mathematical description, it was established that in the range Ri = 0.15 - 0.3 m the increase in the radial components of the velocities of the air carrier medium and the weighted average particle flow is about 14.5%, which, in turn, indicates an increase in the kinetic energy of the crushed particles during the movement of a dynamic two-phase flow from the center to the periphery of the grinding chamber of the disintegrator.
只有在对各种技术过程进行数学描述的情况下，才有可能对建筑材料生产中的设备运行模式进行合理控制。确定碾磨设备的设计和技术参数的一系列计算方法，使得以数字形式呈现设备合理运行模式的计算结果成为可能。该研究提出了分解机研磨腔内两相流动力学的数学描述，借助该描述可以确定具有不同物理和机械特性的材料的运行模式的速度特性。已确定两相流速度切向分量变化的性质：已确定研磨室当前半径 Ri 的范围，在该范围内，载流和研磨材料颗粒速度的径向分量继续增加。数学建模的结果证实，随着研磨室容积增大，粉尘颗粒浓度增加，动态两相流速度的切线分量值相对于 Ri = 0.15 米时的最大参数平均下降 15.5%。经测定，切向分量的最大速度值在 Ri = 0.1-0.15 m 的范围内，空气为 131 m/s，dsr = 40 μm 的平均悬浮颗粒为 127.5 m/s。在建立数学描述的过程中，确定了在 Ri = 0.15 - 0.3 m 的范围内，空气载体介质和加权平均颗粒流速度的径向分量增加了约 14.5%，这反过来又表明，在动态两相流从分解器研磨室的中心向外围移动的过程中，被粉碎颗粒的动能增加了。
{"title":"MATHEMATICAL DESCRIPTION OF THE DYNAMICS OF CENTRIFUGAL TWO-PHASE FLOW IN THE GRINDING CHAMBER OF A DISINTEGRATOR","authors":"A. Kachaev, V. Sevost'yanov, G. Chemerichko, T. Orehova","doi":"10.34031/2071-7318-2024-9-2-70-79","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-70-79","url":null,"abstract":"Rational control of equipment operating modes in the production of building materials is possible only in the case of a mathematical description of various technological processes. The sequence of calculation methods for determining the design and technological parameters of grinding equipment makes it possible to numerically present the results of calculations of rational operating modes of the equipment. The study presents a mathematical description of the dynamics of a two-phase flow inside the grinding chamber of a disintegrator, with the help of which it is possible to determine the speed characteristics of its operating modes for materials with different physical and mechanical properties. The nature of the change in the tangential components of the velocities of the two-phase flow has been established: the range of the current radius of the grinding chamber Ri has been determined, at which the radial components of the velocities of the carrier flow and particles of the ground material continue to increase. As a result of mathematical modeling, it was confirmed that with an increase in the concentration of dust particles in the increasing volume of the grinding chamber, the value of the tangential component of the velocity of a dynamic two-phase flow decreases in relation to the maximum parameters at Ri = 0.15 m by an average of 15.5%. It has been determined that the maximum velocity values for the tangential component are in the limit of Ri = 0.1-0.15 m and are 131 m/s for air, and 127.5 m/s for an average suspended particle with dsr = 40 μm. In the process of developing a mathematical description, it was established that in the range Ri = 0.15 - 0.3 m the increase in the radial components of the velocities of the air carrier medium and the weighted average particle flow is about 14.5%, which, in turn, indicates an increase in the kinetic energy of the crushed particles during the movement of a dynamic two-phase flow from the center to the periphery of the grinding chamber of the disintegrator.","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511931","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-80-89
S. Khanin, R. Zybin, O. Mordovskaya, V. Chalov
The distribution of bead mills in industrial enterprises of the processing industry for fine and ultra-fine grinding of various materials, the need for their improvement is demonstrated. A new design of a horizontal bead mill with multi-start screw blades is considered. This allows increasing productivity and reducing specific power consumption. The purpose of the studies was to assess the possibility of increasing the efficiency of the bead mill when screw blades are installed on the paddle shaft and their influence on the energy state of grinding bodies. Using the EDEM software product, the mathematical planning method of the experiment, a simulation of the process of movement of grinding bodies in the model of the body part of the bead mill was carried out when it was equipped with a pair of two-way screw blades. The obtained regression equation was studied. It describes the dependence of the averaged value of the total kinetic energy of the grinding body on varying factors: the angle of rotation of the beginning of the blade screw starts, the distance between the screw blades, the pitch of the screw blade, and the angular speed of the blade shaft. The possibilities of increasing the average value of the total kinetic energy of the grinding body and regulating the energy state of the grinding bodies have been established. The feasibility of conducting further theoretical and experimental studies aimed at studying the process of grinding material in a bead mill with multi-start screw blades and establishing rational design and technological parameters that ensure increased efficiency of this process has been determined.
{"title":"INVESTIGATION OF EFFECT OF MULTISTART SCREW BLADES ON ENERGY STATE OF GRINDING BODIES IN BEAD MILL","authors":"S. Khanin, R. Zybin, O. Mordovskaya, V. Chalov","doi":"10.34031/2071-7318-2024-9-2-80-89","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-80-89","url":null,"abstract":"The distribution of bead mills in industrial enterprises of the processing industry for fine and ultra-fine grinding of various materials, the need for their improvement is demonstrated. A new design of a horizontal bead mill with multi-start screw blades is considered. This allows increasing productivity and reducing specific power consumption. The purpose of the studies was to assess the possibility of increasing the efficiency of the bead mill when screw blades are installed on the paddle shaft and their influence on the energy state of grinding bodies. Using the EDEM software product, the mathematical planning method of the experiment, a simulation of the process of movement of grinding bodies in the model of the body part of the bead mill was carried out when it was equipped with a pair of two-way screw blades. The obtained regression equation was studied. It describes the dependence of the averaged value of the total kinetic energy of the grinding body on varying factors: the angle of rotation of the beginning of the blade screw starts, the distance between the screw blades, the pitch of the screw blade, and the angular speed of the blade shaft. The possibilities of increasing the average value of the total kinetic energy of the grinding body and regulating the energy state of the grinding bodies have been established. The feasibility of conducting further theoretical and experimental studies aimed at studying the process of grinding material in a bead mill with multi-start screw blades and establishing rational design and technological parameters that ensure increased efficiency of this process has been determined.","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511668","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-59-69
E. Scherbinin
The article is devoted to the study of design code elements as a means of creating a comfortable urban environment in conditions of rapid transformation of spheres of public life, and as a consequence of new relationships between the population and the urban environment. The design code of urban spaces is considered as the main structural element of identity and a change in the vector of urban development in the context of a decrease in the social and investment attractiveness of small and medium-sized cities, the loss of identification and originality of industrial cities and single-industry towns. The necessity of creating a unified stylistic urban environment is substantiated, due to the multiculturalism of architecture and marketing, a multinational population, which leaves its mark on the urban environment and its perception by residents. An analysis of foreign and domestic experience in the use of design code, its impact on architecture, psychological and physical health of a person, economic stimulation and social aspects of public life is carried out, and the problems of modern cities and ways to solve them using design coding are described. Based on the results of the analysis of best practices, the most current trends in the formation of a comfortable urban environment were identified using various design code elements that are most effective and attractive. Recommendations are proposed for the formation of the identity of Russian cities for participants in urban planning and management of architecture and urban planning, as well as a new look at integrated sustainable development
{"title":"DESIGN CODE AS A MEANS OF DEVELOPING A COMFORTABLE URBAN ENVIRONMENT AND A WAY OF FORMING AN URBAN IDENTITY","authors":"E. Scherbinin","doi":"10.34031/2071-7318-2024-9-2-59-69","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-59-69","url":null,"abstract":"The article is devoted to the study of design code elements as a means of creating a comfortable urban environment in conditions of rapid transformation of spheres of public life, and as a consequence of new relationships between the population and the urban environment. The design code of urban spaces is considered as the main structural element of identity and a change in the vector of urban development in the context of a decrease in the social and investment attractiveness of small and medium-sized cities, the loss of identification and originality of industrial cities and single-industry towns. The necessity of creating a unified stylistic urban environment is substantiated, due to the multiculturalism of architecture and marketing, a multinational population, which leaves its mark on the urban environment and its perception by residents. An analysis of foreign and domestic experience in the use of design code, its impact on architecture, psychological and physical health of a person, economic stimulation and social aspects of public life is carried out, and the problems of modern cities and ways to solve them using design coding are described. Based on the results of the analysis of best practices, the most current trends in the formation of a comfortable urban environment were identified using various design code elements that are most effective and attractive. Recommendations are proposed for the formation of the identity of Russian cities for participants in urban planning and management of architecture and urban planning, as well as a new look at integrated sustainable development","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511355","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-16-23
I. Seryh, E. Chernyshova, A. Degtyar, N. Masyagina, V. Serykh
The main cause of defects and damage to balcony plates can be considered the so-called temporary factor, which has a far from positive effect on the general state of the structure - the impact of atmospheric-sphere precipitation, strong temperature differences. In addition to the temporary factor, the destruction of the balcony slab can be influenced by mistakes made during installation, no drains and overstrain of the balcony slab due to excessive load on it, which causes the formation of cracks. The basis for the survey was the check of the technical condition of the balcony slabs of a three-story multi-storey brick residential building in order to determine the degree of wear, possible defects and assess the possibility of further operation of the slab. A structural solution analysis was carried out to assess the technical condition of the building structures. Loads acting on the structures, impacts and operating conditions, the quality of structures, materials and connections were established. This also took into account factors such as the geometric dimensions of structures and their sections; presence of cracks, splits and destruction; condition of protective coatings; broken adhesion of reinforcement to concrete; presence of reinforcement rupture; condition of anchoring of longitudinal and transverse reinforcement; degree of corrosion of concrete and reinforcement. As a result of visual and measuring control, defects and damages having the requirements of operation and leading to a malfunction of the structure were revealed. The results set forth in the article may be of interest to specialists of expert organizations who are engaged in the examination of residential apartment buildings in order to assess the actual state of bearing structures, in particular balcony slabs
{"title":"REASONS OF DAMAGE TO RESIDENTIAL BALCONY SLABS","authors":"I. Seryh, E. Chernyshova, A. Degtyar, N. Masyagina, V. Serykh","doi":"10.34031/2071-7318-2024-9-2-16-23","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-16-23","url":null,"abstract":"The main cause of defects and damage to balcony plates can be considered the so-called temporary factor, which has a far from positive effect on the general state of the structure - the impact of atmospheric-sphere precipitation, strong temperature differences. In addition to the temporary factor, the destruction of the balcony slab can be influenced by mistakes made during installation, no drains and overstrain of the balcony slab due to excessive load on it, which causes the formation of cracks. The basis for the survey was the check of the technical condition of the balcony slabs of a three-story multi-storey brick residential building in order to determine the degree of wear, possible defects and assess the possibility of further operation of the slab. A structural solution analysis was carried out to assess the technical condition of the building structures. Loads acting on the structures, impacts and operating conditions, the quality of structures, materials and connections were established. This also took into account factors such as the geometric dimensions of structures and their sections; presence of cracks, splits and destruction; condition of protective coatings; broken adhesion of reinforcement to concrete; presence of reinforcement rupture; condition of anchoring of longitudinal and transverse reinforcement; degree of corrosion of concrete and reinforcement. As a result of visual and measuring control, defects and damages having the requirements of operation and leading to a malfunction of the structure were revealed. The results set forth in the article may be of interest to specialists of expert organizations who are engaged in the examination of residential apartment buildings in order to assess the actual state of bearing structures, in particular balcony slabs","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511854","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-43-58
E. A. G. Fonseka, O. Romanov
Although several buildings of cultural and commercial significance have emerged in different parts of the world, imbibing the structural and functional features of floral anatomy, floristry is still at an evolutionary stage as a new dimension of biomimetic architecture. In response to the worldwide adoption of flower-oriented architectural designs, this paper proposes a framework to follow in developing a floristry-based model that could be used while forming structural and functional architectural objects to suit buildings constructed under multi-dimensional urban development projects. A detailed presentation of the exercise is created, encompassing all the essential biomimetic principles based on floristry. When constructing this framework, the primary focus is on integrating sustainable and environmentally conscious architectural concepts, which are paramount to the proposal. During the development of the model, techniques for drawing inspiration from floral morphology and behavioral patterns are examined, along with guidance on how to integrate them into architectural designs. In that respect, the paper strives to identify a set of fundamental elements in a building focused on its usage, sustainability, and maintenance in an environment-friendly mode. In addition, to present an appropriate set of floristic sources to assist the design of objects of the boundary field of "biology", laying the foundation for a comprehensive understanding of floristry in contemporary architectural activity. The focus of this paper is on public multifunctional buildings
{"title":"A FRAMEWORK TO FOLLOW IN DESIGNING STRUCTURAL AND FUNCTIONAL ARCHITECTURAL OBJECTS WITHIN A FLORISM-BASED MODEL","authors":"E. A. G. Fonseka, O. Romanov","doi":"10.34031/2071-7318-2024-9-2-43-58","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-43-58","url":null,"abstract":"Although several buildings of cultural and commercial significance have emerged in different parts of the world, imbibing the structural and functional features of floral anatomy, floristry is still at an evolutionary stage as a new dimension of biomimetic architecture. In response to the worldwide adoption of flower-oriented architectural designs, this paper proposes a framework to follow in developing a floristry-based model that could be used while forming structural and functional architectural objects to suit buildings constructed under multi-dimensional urban development projects. A detailed presentation of the exercise is created, encompassing all the essential biomimetic principles based on floristry. When constructing this framework, the primary focus is on integrating sustainable and environmentally conscious architectural concepts, which are paramount to the proposal. During the development of the model, techniques for drawing inspiration from floral morphology and behavioral patterns are examined, along with guidance on how to integrate them into architectural designs. In that respect, the paper strives to identify a set of fundamental elements in a building focused on its usage, sustainability, and maintenance in an environment-friendly mode. In addition, to present an appropriate set of floristic sources to assist the design of objects of the boundary field of \"biology\", laying the foundation for a comprehensive understanding of floristry in contemporary architectural activity. The focus of this paper is on public multifunctional buildings","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511923","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-24-32
T. Datciuk, V. Ulyasheva, A. Verhovskiy
The air regime of multi-stores buildings is formed under the influence of wind pressure, air per-meability of enclosing structures, and the characteristics of the functioning of ventilation systems. The complex task of ensuring standardized air parameters in high-rise buildings is quite complex due to the presence of the stack effect, the action of which in the cold season leads to an increase in infiltration and energy consumption. In design practice, infiltration calculations are carried out using engineering methods that do not provide identical solutions. To assess the impact of in-filtration on the air regime of unique buildings, numerical calculations or modeling in wind tun-nels are used, which have a certain degree of reliability. The paper reviews the work on the influ-ence of the stack effect on the location of the neutral axis of the building and infiltration. One of the main measures to reduce infiltration is the use of façade structures with low air permeability. The selection of façade structures is more reliably carried out taking into account test results. Ex-perimental data are presented for determining the air permeability of a fragment of a modular fa-cade and their comparison with the regulatory requirements of the Russian Federation and differ-ent countries. The discrepancy between the calculation results using engineering methods and test results is shown. It is proposed to use the volume flow coefficient to determine the volume of infil-tration air when the pressure difference changes over a wide range. Tested structures can be rec-ommended for high-rise buildings to ensure the required tightness.
{"title":"AIR REGIME OF HIGH-RISE BUILDINGS","authors":"T. Datciuk, V. Ulyasheva, A. Verhovskiy","doi":"10.34031/2071-7318-2024-9-2-24-32","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-24-32","url":null,"abstract":"The air regime of multi-stores buildings is formed under the influence of wind pressure, air per-meability of enclosing structures, and the characteristics of the functioning of ventilation systems. The complex task of ensuring standardized air parameters in high-rise buildings is quite complex due to the presence of the stack effect, the action of which in the cold season leads to an increase in infiltration and energy consumption. In design practice, infiltration calculations are carried out using engineering methods that do not provide identical solutions. To assess the impact of in-filtration on the air regime of unique buildings, numerical calculations or modeling in wind tun-nels are used, which have a certain degree of reliability. The paper reviews the work on the influ-ence of the stack effect on the location of the neutral axis of the building and infiltration. One of the main measures to reduce infiltration is the use of façade structures with low air permeability. The selection of façade structures is more reliably carried out taking into account test results. Ex-perimental data are presented for determining the air permeability of a fragment of a modular fa-cade and their comparison with the regulatory requirements of the Russian Federation and differ-ent countries. The discrepancy between the calculation results using engineering methods and test results is shown. It is proposed to use the volume flow coefficient to determine the volume of infil-tration air when the pressure difference changes over a wide range. Tested structures can be rec-ommended for high-rise buildings to ensure the required tightness.","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511794","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-09DOI: 10.34031/2071-7318-2024-9-2-8-15
L. Suleymanova, I. Ryabchevskiy, I. Pogorelova, M. Bogacheva
The study of the fractal dimension of pores in cellular concrete and aerated concrete blocks significantly influences the understanding of the porous structure of materials. One of the key methods for estimating this dimension is cell counting. The fractal dimension of pores indicates the degree of their dense distribution and is closely related to the physical properties of the material, such as heat and sound insulation. The results of the study showed that an increase in the fractal dimension of pores is associated with an increase in the number of smallest pores and the complication of their spatial arrangement. At the same time, the use of the cell counting method allows to estimate accurately this fractal dimension, based on the number of cells containing pores at different scales. One of the significant aspects is the correlation of the fractal dimension of pores with their area and size. This makes it possible to evaluate the roughness of pores and their distribution in the material, as well as to understand how an increase in pore size leads to a decrease in their number and thickening of the walls between them. The fractal dimension of pores makes it possible to characterize the structure of the pore space, which is important for understanding the microstructure of the material. Manipulating the microstructure of cellular concrete using fractal dimension analysis can improve its thermal insulation, strength and sound insulation, opening new possibilities for creating more efficient building materials
{"title":"FRACTAL DIMENSION OF THE POROUS STRUCTURE OF CELLULAR CON-CRETE","authors":"L. Suleymanova, I. Ryabchevskiy, I. Pogorelova, M. Bogacheva","doi":"10.34031/2071-7318-2024-9-2-8-15","DOIUrl":"https://doi.org/10.34031/2071-7318-2024-9-2-8-15","url":null,"abstract":"The study of the fractal dimension of pores in cellular concrete and aerated concrete blocks significantly influences the understanding of the porous structure of materials. One of the key methods for estimating this dimension is cell counting. The fractal dimension of pores indicates the degree of their dense distribution and is closely related to the physical properties of the material, such as heat and sound insulation. The results of the study showed that an increase in the fractal dimension of pores is associated with an increase in the number of smallest pores and the complication of their spatial arrangement. At the same time, the use of the cell counting method allows to estimate accurately this fractal dimension, based on the number of cells containing pores at different scales. One of the significant aspects is the correlation of the fractal dimension of pores with their area and size. This makes it possible to evaluate the roughness of pores and their distribution in the material, as well as to understand how an increase in pore size leads to a decrease in their number and thickening of the walls between them. The fractal dimension of pores makes it possible to characterize the structure of the pore space, which is important for understanding the microstructure of the material. Manipulating the microstructure of cellular concrete using fractal dimension analysis can improve its thermal insulation, strength and sound insulation, opening new possibilities for creating more efficient building materials","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140511986","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-09-29DOI: 10.34031/2071-7318-2023-8-12-16-31
S. Esipov, A. Turkov, A. Diachenko, D. Esipova
The article considers examples of space-planning and structural solutions of frame buildings during construction in permafrost regions. The most typical schemes and methods of solving problems related to compensation of deformations during cyclic freezing and thawing, temperature influence on the condition of foundations, as well as the compilation of design schemes of foundations and aboveground structures, taking into account the factors of actual operation, are analyzed. The problems of assessing the technical condition of foundations and compiling mathematical models for calculating structures by the finite element method in permafrost conditions are highlighted. A program of numerical experimental studies has been developed that allows obtaining the desired dependencies of the stress-strain state and creating a computational model that adequately corresponds to the actual operation of structures in permafrost. The following are the matrices developed by the authors of varied factors, on the basis of which calculation it is possible to take into account additional factors arising in the structures when the homogeneity of the frozen base is violated. Prerequisites are given for drawing up the most correct calculation scheme for controlling the behavior of foundations on frozen soils. A method of taking into account the possible temperature precipitation of the base on the distribution of internal force factors in the above fundament structure is proposed
{"title":"THE STRESS-STRAIN STATE OF THE FOUNDATION IN PERMAFROST CONDITIONS AND ITS EFFECT ON THE FORCES IN THE ELEMENTS OF THE ABOVEGROUND PART OF THE BUILDING","authors":"S. Esipov, A. Turkov, A. Diachenko, D. Esipova","doi":"10.34031/2071-7318-2023-8-12-16-31","DOIUrl":"https://doi.org/10.34031/2071-7318-2023-8-12-16-31","url":null,"abstract":"The article considers examples of space-planning and structural solutions of frame buildings during construction in permafrost regions. The most typical schemes and methods of solving problems related to compensation of deformations during cyclic freezing and thawing, temperature influence on the condition of foundations, as well as the compilation of design schemes of foundations and aboveground structures, taking into account the factors of actual operation, are analyzed. The problems of assessing the technical condition of foundations and compiling mathematical models for calculating structures by the finite element method in permafrost conditions are highlighted. A program of numerical experimental studies has been developed that allows obtaining the desired dependencies of the stress-strain state and creating a computational model that adequately corresponds to the actual operation of structures in permafrost. The following are the matrices developed by the authors of varied factors, on the basis of which calculation it is possible to take into account additional factors arising in the structures when the homogeneity of the frozen base is violated. Prerequisites are given for drawing up the most correct calculation scheme for controlling the behavior of foundations on frozen soils. A method of taking into account the possible temperature precipitation of the base on the distribution of internal force factors in the above fundament structure is proposed","PeriodicalId":9367,"journal":{"name":"Bulletin of Belgorod State Technological University named after. V. G. Shukhov","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139334186","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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