Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science



Contents of issue № 3 (march) 2016

  • EXAMINATION OF CONSTRUCTION PROJECTS
  • Development of State Inspection Institute
  • Igor E. GORYACHEV, director of GAU MO Mosoblgosekspertiza, e-mail: adm@moexp.ru
    State autonomous establishment of Moscow region «Moscow regional state expertise», ul. Obrucheva, 46, Moscow 129301, Russian Federation
  • ARCHITECTURE OF BUILDINGS AND STRUCTURES. TOWN PLANNING
  • World Architecture Festival
  • Arabic Traditional Housing and Modern Residential Construction in Syria
  • UDC 728.1.05:72.04.1
    Tatyana R. ZABALUYEVA, e-mail: trzabalueva@yandex.ru
    Rimma YOUSFI, e-mail: secret-rai89@list.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. This article analyzes the residential architecture of Syria (modern and traditional) to develop recommendations on constructing residential buildings on the basis of applying modern constructive solutions and techniques of traditional architecture, which in the result allows to build energy-efficient housing that will help to preserve the environment, reduce energy consumption and minimize financial expenses. Also, traditional elements of architecture provide the family with privacy inside the house, which is considered as an important factor in eastern society, where modern life is closely intertwined with ancient traditions. A "bearing floor" design makes it possible to freely use traditional Arabic architectural elements, which have been time-tested, to create comfortable living conditions in hot climatic region of Syria with minimal use of air conditioning and other cooling methods, which under the current difficult economic situation of the country, is considered as an important factor in construction of mass residential multistory development. This comparative analysis will not only highlight the positive aspects of traditional Arabic architecture, but also help to improve them in the future to fit the demands of the modern world.
    Key words: traditional Arabic architecture, ventilation, inner Arabic courtyard, ecological functions, architectural and structural solutions, energy-efficient housing, "bearing floor" design.
  • REFERENCES
    1. Mahmoud Ahmed Eissa. Ecological aspects of the courtyard house as a passive cooling system [Ýêîëîãè÷åñêèå àñïåêòû äîìîâ ñ âíóòðåííèì äâîðîì êàê ïàññèâíàÿ ñèñòåìà îõëàæäåíèÿ]. International Seminar: the Mediterranean medina, Pescara, Francavilla, Museo Michetti. Italy, June 17-19, 2004. Pescara: Facoltà di Architettura, 2004, pp. 1-12.
    2. Abdel-moniem El-Shorbagy. Traditional Islamic-Arab House: Vocabulary And Syntax [Òðàäèöèîííûé èñëàìñêî-àðàáñêèé äîì: ñëîâàðü è ñèíòàêñèñ]. International Journal of Civil & Environmental Engineering IJCEE-IJENS. 2010, no. 4, vol. 10, pp. 15-20.
    3. Hassan Fathy, Walter Shearer, Abd-el-rahman Ahmed Sultan. Natural Energy and Vernacular Architecture: Principles and Examples with Reference to Hot Arid Climates [Ïðèðîäíàÿ ýíåðãèÿ è òðàäèöèîííàÿ àðõèòåêòóðà: ïðèíöèïû è ïðèìåðû ñî ññûëêîé íà ñóõîé æàðêèé êëèìàò]. Chicago: University of Chicago Press, 1986. 196 p.
    4. Scudo Gianni, Attilo Petruccioli. Climatic Design in the Arab Courtyard House, in Environmental Design [Êëèìàòè÷åñêîå ïðîåêòèðîâàíèå àðàáñêîãî äîìà ñ âíóòðåííèì äâîðîì â ýêîëîãè÷åñêîì ïðîåêòèðîâàíèè]. Journal of the Islamic Environmental Design Research Centre, 1988, no. 1-2, pp. 82-91.
    5. Yousfi Rimma. Ekologicheskoe znachenie printsipov traditsionnoy arabskoy arkhitektury [The ecological importance of the principles of traditional Arabic architecture]. Voronezh, VGASU Publ., 2014. 108 p. (In Russian).
    6. Abdel-moniem El-Shorbagy. Design with Nature: Windcatcher as a Paradigm of Natural Ventilation Device in Buildings [Äèçàéí ñ ïðèðîäîé: áàäãèð êàê ïàðàäèãìà åñòåñòâåííîãî âåíòèëÿöèîííîãî óñòðîéñòâà â çäàíèÿõ]. International Journal of Civil & Environmental Engineering IJCEE-IJENS, 2010, no. 10, vol. 10, pp. 21-26.
    7. Al-Zubaidi, Maha Sabah Salman. The sustainability potential of traditional architecture in the Arab world, with reference to domestic buildings in the UAE [Ïîòåíöèàë óñòîé÷èâîñòè òðàäèöèîííîé àðõèòåêòóðû â àðàáñêîì ìèðå, ñî ññûëêîé íà çäàíèÿ â ÎÀÝ]. University of Huddersfield. Australia, 2007. 393 p.
    8. Mahmud Dehnavi, Maryam Hossein Ghadiri, Hossein Mohammadi. Study of Wind Catchers with square plan: Influence of physical parameters [Èññëåäîâàíèå áàäãèð ñ êâàäðàòíûì ïëàíîì: âëèÿíèå ôèçè÷åñêèõ ïàðàìåòðîâ]. International Journal of Modern Engineering Research (IJMER), 2012, no. 1, vol. 2, pp. 559-564.
    9. Mohammad Arif Kamal. The morphology of traditional architecture of Jeddah: Climatic design and environmental sustainability [Ìîðôîëîãèÿ òðàäèöèîííîé àðõèòåêòóðû Äæèääû: Êëèìàòè÷åñêîå ïðîåêòèðîâàíèå è ýêîëîãè÷åñêàÿ óñòîé÷èâîñòü]. Global Built Environment Review, 2014, no. 1, vol. 9, pp. 4-26.
    10. Moore Fuller. Environmental Control Systems [Ýêîëîãè÷åñêèå ñèñòåìû óïðàâëåíèÿ]. New York: McGraw-Hill, 1993. 576 p.
    11. Siani S. B. Buildings in Hot Dry Climates [Çäàíèÿ â ñóõîì è æàðêîì êëèìàòå]. John Wiley & sons, 1980, no. 4, pp. 77-94.
    12. Biriukov V. V., Zabalueva Ò. R., Zakharov À. V. The design of long-span multistory sport buildings. Arkhitektura i stroitel'stvo Rossii, 2011, no. 10, pp. 12-19. (In Russian).
    13. Zabalueva Ò. R., Zakharov À. V. "Bear Floor " is the new freedom of planning decisions. Novyi dom, 2002, no. 4, pp. 44-47. (In Russian).
    14. Biryukov V. V., Zabalueva T. R., Zakharov A. V. Long-Span Multistorey Buildings under Conditions of Dense Urban Development. Promyshlennoe i grazhdanskoe stroitel'stvo, 2012, no. 11, pp. 46-49. (In Russian).
    15. Mahmoud Zein Alabidin. The Courtyard Houses of Syria. Available at: http://www.muslimheritage.com/ article/courtyard-houses-syria (accessed 10.10.2015).
  • Influence of the Blue and White Nile on the Urban-Ecology of Coastal Urbanized Territories of Khartoum
  • UDC 711.502.3
    Ilhomjon S. SHUKUROV, å-mail: Shukurov2007@yandex.ru
    Mokhtar A. AHMED ELAMIN, å-mail: ahmedelamin@mail.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. Òhe article describes the problem of the influence of the Blue and White Nile to urban-ecology of coastal urban areas of Khartoum (Republic of Sudan), taking into account of the local climatic features in the urban planning of Khartoum. The factors in the formation of urban-ecology and microclimate of Khartoum are presented. Assessment of the current state of the microclimate of the coastal zone is made. The article states that in order to study the effect of the Blue Nile and White Nile, an in-situ observations and measurements at coastal territories were conducted, which proved that the microclimate in residential areas, located on the coast, depends on its density and nature of the relief. In addition, measures are proposed for effectively improving the contributions of the Blue and White Nile on the rate of change of urban land areas in changing the microclimate of the city. Comes to light that in urban development air temperature is much higher, and humidity is lower, than in a coastal zone especially during the summer period, it is caused by physical distinctions of properties of water and sushi. It is connected with the fact that water possesses a bigger thermal capacity, the high reflecting ability, promotes increase in speed of wind and increase of humidity of the air masses passing over her. The control of the microclimate in this work is based on the introduction of advanced technologies.
    Key words: urban planning, microclimate of urban development, coastal strip, urban-ecology, urbanized territories.
  • REFERENCES
    1. Chistyakova S. B. Accounting for climate and climate for beautification of the city and Selene. Issledovanie po mikroklimatu i shumovomu rezhimu naselennykh mest. Moscow, Stroyizdat Publ., 1965. Iss. 3. pp. 20-28. (In Russian).
    2. Giyasov A. Regulirovanie mikroklimata zastroyki gorodov v usloviyakh zharkogo shtilevogo klimata [Regulation of the microclimate of towns in the conditions of hot climate of calm]. Dis. doct. tekhn. nauk. Moscow, 2004. 337 c. (In Russian).
    3. Giyasov A., Sokol'skaya O. N, Al'-Fakri O. A. Ecological characteristics of mountain-hollows cities. Gradostroitel'stvo, 2012, no. 6(22), pp. 58-62. (In Russian).
    4. Alekseev Yu. V., Somov G. Yu. Organizatsiya gradostroitel'nogo proektirovaniya [Organization urban design]. Moscow, MGSU, 1996. 56 p. (In Russian).
    5. Vaysman A. A. Gradostroitel'stvo i veter [The planning and wind]. St. Petersburg, Izd-vo Bukovskogo Publ., 2000. 223 p. (In Russian).
    6. Metodicheskie rekomendatsii po arkhitekturno-planirovochnoy organizatsii zhiloy zastroyki na pribrezhnykh territoriyakh i slozhnom rel'efe [Methodical recommendations on architectural planning of the residential development in coastal areas and complex terrain]. Kiev, Kiev NIIPgradostroitel'stva Publ., 1978. 72 p. (In Russian).
    7. Myagkov M. S. Mekhanizm formirovaniya teplovogo balansa v gorodskoy zastroyke na primere Moskvy [The formation mechanism of heat balance in urban areas on the example of Moscow]. Dis. kand. tekhn. nauk. Moscow, 2004. 129 p. (In Russian).
    8. Rekomendatsii po uchetu prirodno-klimaticheskikh faktorov v planirovke i blagoustroystve gorodov i gruppovykh sistem naselennykh mest [Recommendations on accounting of climatic factors in the planning and improvement of cities and of group systems in inhabited areas]. Moscow, TsNIIPgradostroitel'stva Publ., 1980. 138 p. (In Russian).
    9. Lazareva I. V. Urbi et orbi. Pyatoe izmerenie goroda [Urbi et orbi. The fifth dimension of the city]. Moscow, LENAND Publ., 2006. 84 p. (In Russian).
    10. Gol'ts G. A. The impact of transport on spatial development of cities and agglomerations. Problemy sovremennoy urbanizatsii. Moscow, Statistika Publ., 1972. Pp. 159-190. (In Russian).
    11. Shukurov I. S. The influence of surface active materials on the environmental health residential development. Gigiena i sanitariya, 2006, no. 1, pp. 60-61. (In Russian).
    12. Shukurov I. S. Heat wind regime residential development in the conditions of hot, calm and dry climate. Zhilishchnoe stroitel'stvo, 2005, no. 2, pp. 20-21. (In Russian).
  • BUILDING MATERIALS AND PRODUCTS
  • Perlite Insulating Material Based on the Nano-dispersive Polysilicate Sodium Binder
  • UDC 666.974.2
    Adilbiy B. TOTURBIEV, e-mail: totbat@mail.ru,
    Experimental-Scientific Production Enterprise Ltd, Tube poselok, Kumtorkala rayon 368085, Russian Federation
    Vasiliy I. CHERKASHIN, e-mail: dangeo@mail.ru, Batyrbiy D. TOTURBIEV, e-mail: totbat@mail.ru
    Institute of Geology at Dagestan Scientific Center of the Russian Academy of Sciences, Yaragsky ul., 75, Makhachkala 367030, Russian Federation
    Umuy D. TOTURBIEVA, e-mail: totbat@mail.ru
    Daghestan State Technical University, I. Shamy prospekt 70, Makhachkala 367015, Russian Federation
    Abstract. The efficiency of the use of expanded perlite, possessing good heat-insulating and fireproof properties, in the modern construction is considered. The possibility of receiving the thermal insulating material of a new generation with low-energy and other material inputs, due to the use of nano-disperse polysilicate of sodium as a binding substance is shown. Nano-disperse polysilicate systems possess unique binding properties, providing the complex application of any non-metallic minerals in compositions with various purposes. Results of the study of a chemically bonded thermal insulation material on the basis of hydrophobic perlite sand with a bulk density of 75-150 rg/m3 with the use of nano-disperse polysilicate of sodium produced by the joint-synthesis of silica sol and anhydrous sodium silicate are presented. It is proposed to create polysilicates of sodium at the level of nanoparticles directly into the composition itself that excludes the need of giving aggregate stability to them, especially sodium polysilicate as a more unstable to aggregation. This opens up the possibility to reduce the concentration of an alkaline component in the mass of composite material, improve water resistance and frost resistance, as well as thermal stability and fire resistance of heat insulating and heat-resistant materials.
    Key words: expanded perlite, thermal insulation materials, sodium silicates, silica sol, nano-disperse polysilicates of sodium, nanoparticles, binding, chemically bonded silicate module, liquid glass.
  • REFERENCES
    1. Gorlov Yu. P. Tehnologiya teploizolyatsionnyih materialov [The technology of thermal insulation materials]. Moscow, Stroyizdat Publ., 1980. 399 p. (In Russian).
    2. Toturbiev A. B. Heat resistant composite binder on sodium polysilicate. Beton i zhelezobeton, 2012, no. 3, pp. 5-8. (In Russian).
    3. Toturbiev B. D., Toturbiev A. B. Theoretical and experimental bases of receiving heat-resistant concrete from nanodisperse polysilicate of sodium. Beton i zhelezobeton, 2014, no. 1, pp. 2-6. (In Russian).
    4. Toturbiev A.B. Research in adhesive ability of composite binder on the basis of sodium polysilicates. Promyshlennoe i grazhdanskoe stroitelstvo, 2012, no. 3, pp. 59-61. (In Russian).
    5. Toturbiev B. D. Stroitelnyie materialyi na osnove silikat-natrievyih kompozitsiy [Construction materials on a basis silicate - sodium compositions]. Moscow, Stroyizdat Publ., 1988. 208 p. (In Russian).
    6. Ayler R. Himiya kremnezema: rastvorimost, polimerizatsiya, kolloidnyie i poverhnostnyie svoystva, biohimiya [The chemistry of silica: Solubility, Polymerization, Colloid and Surface Properties and Biochemistry of silica]. Moscow, Mir Publ., 1982. Part 1. 416 p. (In Russian).
    7. Bryikov A. S. Silikatnyie rastvoryi i ih primenenie [Silicate solutions and their use]. St. Petersburg, St.PSTI(TU) Publ., 2009. 54 p. (In Russian).
    8. Korneev V. I., Danilov V. V. Rastvorimoe i zhidkoe steklo [Soluble and liquid glass].St. Petersburg, Stroyizdat Publ., 1996. 216 p. (In Russian).
    9. Pesternikov G. N., Maksyutin A. S., Puchkov S. P., Obuhova V. B. Sposob polucheniya polisilikatov natriya (variantyi) [The method for producing sodium polysilicates (variants)]. Patent RF no. 2124475. 1999. Byul. 1. (In Russian).
    10. Shabanova N. A., Sarkisov P. D. Osnovyi zol-gel tehnologii nanodispersnogo kremnezema [Bases zol-gel of technology of nanodisperse silicon dioxide. Moscow, Akademkniga Publ., 2004. 208 p. (In Russian).
  • The Study of Smoke Forming Ability of Floorings
  • UDC 614.8.083.7
    Margarita P. GRIGORYEVA, e-mail: margarita_theone@mail.ru
    Tatyana Yu. EREMINA, e-mail: main@stopfire.ru
    Nataliya I. KONSTANTINOVA, e-mail: konstantinova_n@inbox.ru
    State Fire Academy of Emercom of Russia, Borisa Galushkina ul., 4, Moscow 129301, Russian Federation
    Abstract. Issues of the evaluation of smoke-forming ability of floorings, regularities of the process of formation of smoke environment at standard tests are considered. The prerequisites for improving the method described in GOST 12.1.044-89* are summarized with due regard for features of the use of floorings in buildings. Results of the experimental determination of basic smoke characteristics for the widespread groups of floorings (homogeneous and heterogeneous types of PVC, carpets) under the influence of external heat fluxes of different densities are presented. The possibility of taking into account the time of occurrence of minimum light transmittance in the processing of the test results, as well as the smoke-forming capacity factor reduced to the exposed area of the sample were studied.Criteria affecting the objectivity of smoke-forming ability of the polymer floorings are shown; propositions to improve the quality of determination of smoke-forming groups for floorings used in corridor type buildings are presented.
    Key words: fire behavior of floorings, evaluation methods of smoke-forming ability, smoke emission, optical smoke density, classification characteristics of smoke generation, heat flux.
  • REFERENCES
    1. Turkov A. S. Bezopasnost lyudey pri pozharakh. Stanovleniye sistemno-veroyatnostnoy kontseptsii i metodologii [The safety of people in fires. Formation of system-probabilistic concepts and methodology]. Moscow, All-Russian Research Institute for Fire Protection Publ., 2012. 361 p. (In Russian).
    2. Aseeva R. M., Zaikov G. E. Gorenie polimernyh materialov [Combustion of polymeric materials]. Moscow Publ., Science, 1981. 280 p. (In Russian).
    3. Konstantinova N. I., Molchadskij O. I., Merkulov A. A. Features assessment of fire hazard of polymeric materials. Pozharnaja bezopasnost, 2011, no. 1, pp. 84-89. (In Russian).
    4. Eremina T. Yu., Konstantinova N. I., Grigoryeva M. P. The methodology of fire danger estimation of floor coverings in Russia and EU. Stroitelnyye materialy, oborudovaniye, tekhnologii XXI veka, 2014, no. 5, pp. 33-37. (In Russian).
    5. Serkov B. B. Pozharnaja opasnost' polimernyh materialov, snizhenie gorjuchesti i normirovanie ih pozharobezopasnogo primenenija v stroitel'stve [Fire danger of polymer materials, reduced flammability and rationing of fireproof construction applications]. Diss. kand. techn. nauk. Moscow, Academy of State Fire Service, 2001. 262 p. Available at: http://www.dissercat.com/content/ pozharnaya-opasnost-polimernykh-materialov- snizhenie-goryuchesti-i-normirovanie-ikh-pozharob. (accessed 25.11.2015). (In Russian).
    6. Kaziev M. M. Obosnovanie predel'no dopustimoj pozharoopasnosti otdelochnyh materialov dlja koridorov (na primere zdanij gostinic) [Justification of the maximum permissible fire finishing materials for corridors (by way of example, building hotels)]. Diss. kand. tehn. nauk. Moscow, 1988. 160 p. (In Russian).
    7. Molchadskij I. S. Pozhar v pomeshhenii [The fire room]. Moscow, VNIIPO Publ., 2005. 456 p. (In Russian).
    8. Trushkin D. V. Aksenov I. M. Problems of definition of smoke-forming ability of building materials. Pozharovzryvobezopasnost, 2001, no. 4, pp. 3-8. (In Russian).
    9. Trushkin D. V. Fire danger estimation of building materials based on analysis of dynamic characteristics. I. Estimation of combustibility and smoke production. Pozharovzryvobezopasnost, 2002, vol. 11, no. 6, pp. 32-37. (In Russian).
    10. Vinogradov V. V., Samoshin V. V. Gas and smoke generation in the thermal-oxidative decomposition and combustion of polymeric materials. Sbornik nauchnyh trudov VNIIPO MVD SSSR [Collection of scientific papers]. Moscow, 1988. Pp. 56-58 (In Russian).
    11. Troitzsch J. Plastics Flammability Handbook. Principles, Regulations, Testing, and Approval. 3rd ed. Munich, Carl Hanser Verlag GmbH & Co. KG, 2004. 774 p. DOI: 10.3139/9783446436695.
    12. Poedincev I. A., Ryvkin A. M Determination of smoke-forming ability (Criticism Interstate Standart 12.1.044-89 p.4.18 )]. Available at: http://www.fire-lab.ru/ (accessed 25.11.2015). (In Russian).
    13. Stebunov S. V. Issledovanie pozharnoj opasnosti lakokrasochnyh pokrytij [Investigation of fire danger coatings]. Diss. kand. tehn. nauk. Academy of State Fire Service - Moscow, 2006. 130 p. Available at: http://www.dissers.info/ disser_218835.html (accessed 25.11.2015). (In Russian).
    14. Baratov A. N., Andrianov R. A., Korolchenko A. Ya., Mikhaylov D. S., Ushkov V. A., Filin L. G. Pozharnaya opasnost stroitelnykh materialov [Fire hazard of building materials]. Moscow, Stroyizdat Publ., 1988. 388 p. (In Russian).
    15. Merkushkina T. G., Zotov Ju. S. Opredelenie kriticheskogo urovnja zadymlennosti [Determination of the critical level of smoke]. Sb. nauch. tr. Bezopasnost' ljudej pri pozharah [Proc. The safety of people in fires]. Moscow, VNIIPO, 1984. Pp. 85-91. (In Russian).
    16. Koshmarov Ju. A. Prognozirovanie opasnyh faktorov pozhara v pomeshhenii [Prediction of the hazards of fire in a room]. Moscow, Academy of State Fire Service Publ., 2000. 118 p. (In Russian).
  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • For Public Discussion of a New Set of Rules «Íigh-rise Buildings and Complexes. Design Rules», Devoted to Design of Load-bearing Structures
  • UDC 721.012(083.75)
    Vladimir I. TRAVUSH1, e-mail: travush@mail.ru
    Sergey A. ZENIN2, e-mail: moo-shell@mail.ru
    Denis V. KONIN3, e-mail: konden@inbox.ru
    Jurij P. NAZAROV3, e-mail: travush@mail.ru
    Pavel D. ODESSKY3, e-mail: egorovve@tsniisk.ru
    Nikolay A. POPOV3, e-mail: popov.nik@gmail.com
    Boris S. SOKOLOV2, e-mail: moo-shell@mail.ru
    Oleg A. SHULJATIEV4, e-mail: shulyatevs@ya.ru
    Stanislav O. SHULJATIEV4, e-mail: shulyatevs@ya.ru
    1 ZAO «GORPROEKT», nab. Akademika Tupoleva, 15, str. 15, Moscow 105005, Russian Federation
    2 NIIZHB named after A. A. Gvozdev Research Center of Construction, 2-ya Institutskaya ul., 6, Moscow 109428, Russian Federation
    3 TSNIISK named after V. A. Kucherenko Research Center of Construction, 2-ya Institutskaya ul., 6, Moscow 109428, Russian Federation
    4 NIIOSP named after N. M. Gersevanov Research Center of Construction, 2-ya Institutskaya ul., 6, Moscow 109428, Russian Federation
    Abstract. A draft set of rules "High-rise Buildings and Complexes. Design Rules", which contains the requirements for the design and calculation of above-ground structures, foundations and bases for high-rise buildings, designed using reinforced concrete, steel and composite structures is submitted for consideration. This document was developed in order to minimize the cases that require the development of special technical conditions, and also due to the lack of up to date database of normative-technical regulation in the field of developing high-rise construction. Provisions proposed in the set of rules allow to take into account the experience of leading design and research institutes in the field of design of tall buildings and to avoid the development of special technical requirements for buildings up to 100 m. With regard to research work conducted during the development of the draft set of rules as well as having significant experience in design and construction of buildings higher than 100 m, it seems rational and reasonable to determine the "uniqueness" of a high-rise building set by the Urban Planning Code of the Russian Federation and the classification of structures according to GOST 27751-2014 attached to it, beginning from a height of 150 m (instead of 100 m). High-rise buildings with a height less than 150 m should be attributed to buildings of normal level of responsibility.
    Key words: set of rules, computation, designing, high-rise buildings, bases, foundations, steel structures, reinforced concrete, steel-reinforced concrete.
  • To the Problem of Calculation and Design of Hinged Ventilated Front Systems
  • UDC 624.014.2
    Valentina M. TUSNINA, e-mail: valmalaz@mail.ru
    Denis A. EMELYANOV, e-mail: snegiri_emelianov@mail.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. Design features of the hinged ventilated front systems with facing from aluminum composite panels are considered. Results of experimental and theoretical studies of a new design of front system with gear nodal fastenings of the facing from aluminum composite panels possessing the increased bearing capacity and a smaller material consumption in comparison with standard systems are given. Engineering methods of calculation and design of gear nodal fastenings of cassettes from aluminum composite materials in the systems of hinged ventilated facades of buildings has been developed. The use of this method will expand the area of effective application of hinged ventilated façade systems finished with aluminium composite panels of a cassette type for reconstruction and construction of high-rise buildings in all the wind areas of Russia , including with seismic activity up to 9 points on the MSK-64 scale.
    Key words: hinged ventilated front systems, bracket, gear nodal fastening, method of calculation, bearing capacity
  • REFERENCES
    1. Tamrazyan A. G. Calculation of structural elements at a given reliability and normal distribution and load bearing capacity. Vestnik MGSU, 2012, no. 10, pp. 109-115. (In Russian).
    2. Granovsky A. V., Khaktaev S. S. On the issue of using façade heat insulating composite systems for walls of buildings constructed in normal and earthquake-prone regions of Russia. Promyshlennoe i grazhdanskoe stroitel'stvo, 2015, no. 4, pp. 96-100. (In Russian).
    3. Tusnina V. M., Emelyanov A. A., Granovsky A. V. Ways of improving the seismic stability of modern ventilated façade systems. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 11, pp. 63-65. (In Russian).
    4. Drizhuk D. A. Ventilated facades. All we know about them? StroyPROFIl', 2004, no. 6, pp. 1-3. (In Russian).
    5. Kornilov T. A., Rakhmatullin A. A. Status of ventilated facade systems in Yakutia. Zhilishchnoe stroitel'stvo, 2007, no. 6, pp. 25-32. (In Russian).
    6. Kuznetsova G. A. Theoretical and practical issues of design, construction and supervision of installation of hinged facade systems with air gap. Tekhnologii stroitel'stva, 2008, no. 4, pp. 1-59. (In Russian).
    7. Nemova D. V. Ventilated facades: review of main problems. Inzhenerno-stroitel'nyy zhurnal, 2010, no. 5, pp. 7-11. (In Russian).
    8. Pestritskiy A. V. To the question of a binding of exterior insulation systems for facades of buildings. Tekhnologii stroitel'stva, 2007, no. 1(49), pp. 10-12. (In Russian).
    9. Vatin N. I., Gorshkov A. S., Rymkevich P. P. Method of calculating the return on investment for the renovation of the facades of existing buildings. Stroitel'stvo unikal'nykh zdaniy i sooruzheniy, 2014, no. 2(17), pp. 82-106. (In Russian).
    10. Tusnina V. M., Emelyanov D. A. The study of seismic stability of suspended façade system covered with cassettes from composite material. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 7, pp. 66-68. (In Russian).
    11. Tusnina V. M., Emelyanov A. A., Tusnina O. A. Thermal properties of different structural systems of hinged ventilated facades. Inzhenerno-stroitel'nyy zhurnal, 2013, no. 8, pp. 54-63. (In Russian).
    12. Tusnin A. R. Peculiarities of numerical computation of structures made of thin-walled rods of open section. Promyshlennoe i grazhdanskoe stroitel'stvo, 2010, no. 11, pp. 60-62. (In Russian).
    13. Tusnina V., Emelyanov A., Tusnina O. A joint of ceramic granite mount by threaded anchor studs in a suspended ventilated facade. Applied Mechanics and Materials, 2014, vol. 578-579, pp. 615-618.
    14. Tusnina V. M., Emelyanov D. A. Experimental study of attachment points of finishing cassettes for systems of suspended ventilated facades. Promyshlennoe i grazhdanskoe stroitel 'stvo, 2015, no. 3, pp. 46-49. (In Russian).
    15. Primer rascheta (metodika) elementov karkasa fasadnykh sistem "Alyumaks" [Calculation example (technique) of elements of a framework of front Alyumaks systems]. Iss. 11-3096. Moscow, TsNIIPSK im. Mel'nikova Publ., 2009. 71 p. (In Russian).
  • The Use of Different Types of Floors in Low-rise Buildings
  • UDC 692.522.2:728.37
    Andrey S. NAZARENKO, e-mail: andy.nazarenko@yandex.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. Options of the application of various types of overlappings of low-rise buildings with the purpose to improve architectural and constructive concepts are considered. On an equal basis with well-known designs of overlappings used in low-rise buildings, the 1bearing floor" design which is a combination of elements forming a box-shaped structure and operating together is considered. Such structure makes it possible to overlap the wide-span rooms without additional bearing elements within the limits of an overlapped underlying floor. This gives the chance to architects and designers to create the flexible and "plastic" planning decisions and allows the owner of the building to avoid significant material inputs at modernization and reconstruction of the building. The author gives an option of a square building in the plan, as standard, for application on its basis of the considered types of designs of overlappings that makes it possible to put all options in identical boundary conditions. The main constructive solutions of overlappings are presented in the graphic form. Thanks to the technical and economic indicators received as a result of calculation of models of overlappings, the comparative analysis of presented types of overlappings was made. The analysis shows that the "bearing floor" design can be efficiently used for overlapping wide-span rooms in low-rise buildings.
    Key words: low-rise buildings, free planning, combined ferroconcrete overlappings, bearing floor, box-shaped design, flat monolithic overlapping, coffered overlappings.
  • REFERENCES
    1. Sapozhnikov A.I., Egupov K.A. Work of the precast slab in its plane and ways to increase its strength and stiffness. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 5, pp. 54-58. (In Russian).
    2. Malakhova A. N. Monolithic waffle slab floors of buildings. Vestnik MGSU, 2013, no. 1, pp. 79-86. (In Russian).
    3. Malakhova A. N. Features of work of a monolithic trabeation under loading. Vestnik MGSU, 2013, no. 11, pp. 50-57. (In Russian).
    4. Zyryanov V. S. Prostranstvennaya rabota zhelezobetonnykh plit, opertykh po konturu [Spatial work of ferroconcrete plates, the opertykh on a contour]. Moscow, TsNIIEP zhilishcha Publ., 2002. 107 p. (In Russian).
    5. Zabalueva T. R., Zakharov A. V., Stepenkova E. A. Designs and materials in modern low construction of Russia. Stroitel'nye materialy, oborudovanie, tekhnologii XXI veka, 2012, no. 5, pp. 18-19. (In Russian).
    6. Zakharov A. V., Zabalueva T. R. "The bearing floor" is new freedom. Novyy dom, 2002, no. 4, pp. 44-47. (In Russian).
    7. Granovskiy A. V., Chupanov M. R. Experimental studies of bearing capacity of floor slabs of caisson type. Promyshlennoe i grazhdanskoe stroitel'stvo, 2015, no. 5, pp. 43- 48. (In Russian).
    8. Gorodetskiy A. S., Evzerov I. D. Komp'yuternye modeli konstruktsiy [Computer Models of Structures]. Moscow, ASV Publ., 2009. 360 p. (In Russian).
    9. Veryuzhskiy Yu. V., et al. Komp'yuternye tekhnologii proektirovaniya zhelezobetonnykh konstruktsiy [Computer technologies of design of ferroconcrete designs]. Kiev: Knizhnoe izdatel'stvo Natsional'nogo aviatsionnogo universiteta Publ., 2006. 808 p. (In Russian).
    10. Kotlyarov A. A., Zabalueva T. R., Zakharov A. V. Modern concept of wooden housing construction or past mistakes. Arkhitektura i stroitel'stvo Rossii, 2011, no. 9, pp. 20-27. (In Russian).
    11. Zabalueva T. R., Zakharov A. V., Ishkov A. D. Zdanie s bol'sheproletnym pomeshcheniem [The building with the wide-span room]. Patent RF 2536594. MPK: E04V1/00. 2013. (In Russian).
    12. Perel'muter A. V., Slivker V. I. Raschetnye modeli sooruzheniy i vozmozhnost' ikh analiza [Settlement models of constructions and possibility of their analysis]. Kiev, Stal' Publ., 2002. 600 p. (In Russian).
    13. Karpilovskiy V. S., et al. Vychislitel'nyy kompleks SCAD [SCAD SOFTWARE]. Moscow, SKAD SOFT Publ., 2011. 656 p. (In Russian).
  • BASES AND FOUNDATIONS, UNDERGROUND STRUCTURES
  • Geotechnical Analysis of Long-term Stability of Oil Reservoirs on Water-saturated Sandy and Clayey Soils
  • UDC 624.131:627.325.6
    Regina E. DASHKO, e-mail: regda2002@mail.ru
    Ivan Yu. LANGE, e-mail: langeivan@yandex.ru
    National Mineral Resources University «Mining», Vasil'evskiy ostrov, 21-ya liniya, 2, St. Petersburg 199106, Russian Federation
    Abstact. The article reports statistical data on total leaks of oil hydrocarbons during their storage and transportation. At present, the assessment of long-term stability of reservoirs is carried out with due consideration of transition of sandy and clayey soils into a quasi-elastic state under the action of cyclic loads. Experience in operating of reservoirs for hydrocarbons storage shows that microbial activity intensifies under favorable conditions such as the presence of water-saturated soil, natural and introduced microbiota in the underground space, contamination by oil product as well as heating of soils under the bottom of the reservoir. It is experimentally proved that this process transforms clayey soils into a quasi-plastic state, and sands - into a quick-sand state. The article presents the statistical data on total leakages of hydrocarbons in the process of their storage and transportation. An example of the analysis of fuel oil tank stability loss after 19.5 years of its operation is considered.. Calculations of the reservoir stability at changed parameters under conditions of negative transformation of the composition and physical-mechanical properties of soils are conducted. Recommendations for improving the safety of long-term operation of hydrocarbon storage tanks are given.
    Key words: oil reservoirs stability, sandy-clayey soils, oil hydrocarbons, contamination; microorganisms, biochemical transformation, quicksand.
  • REFERENCES
    1. O sostoyanii i ob okhrane okruzhayushchey sredy Rossiyskoy Federatsii v 2014 godu: gosudarstvennyy doklad [On the state of the environment of the Russian Federation in 2014: state report]. Moscow, Minprirody Rossii Publ., 2015. 407 p. (In Russian).
    2. Zemlyanskiy A. A. Innovative principles for the design of a new generation of tanks for storage of hydrocarbons. Available at: http://www.sworld.com.ua/ simpoz2/112.pdf. (accessed 21.01.2016) (In Russian).
    3. Dashko R. E., Lange I. Yu. Forecasting changes in the bearing capacity of sand and clay soils in the process of contamination with oil products. Zapiski Gornogo universiteta, 2015, no. 211. pp. 16-20. (In Russian).
    4. Dashko R. E. Inzhenerno-geologicheskiy analiz i otsenka vodonasyshchennykh glinistykh porod kak osnovaniya sooruzheniy [Engineering-geological analysis and evaluation of water-saturated clay soils as bases of constructions]. St. Petersburg, ISP "Georekonstruktsiya" Publ., 2015. 382 p. (In Russian).
    5. Zlochevskaya R. I., Korolev V. A. The temperature factor in the formation of physical-mechanical and physical-chemical properties of water-saturated clays of various densities. Svyazannaya voda v dispersnykh sistemakh. Vol. 4. Moscow, MGU Publ., 1977. Pp. 34-58. (In Russian).
    6. Meschyan S. R. Nachal'naya i dlitel'naya prochnost' glinistykh gruntov [Meschyan SR The initial and long-term strength of clay soils]. Moscow, Nedra Publ., 1978. 207 p. (In Russian).
    7. Yakovlev S. V., Skirdov I. V., Shvetsov V. N., et al. Biologicheskaya ochistka proizvodstvennykh stochnykh vod. Protsessy, apparaty i sooruzheniya [Biological rectification of industrial waste water. Processes, apparatus and facilities. Moscow, Stroyizdat Publ., 1985. 208 p. (In Russian).
    8. DeBeer E. E. Foundation Problems, of Petroleum, Tanks. Annales de L'Institut Belge du Petrole, 1969, no. 6, pp. 25-40.
    9. Konovalov P. A., Mangushev R. A., Sotnikov S. N., et al. Fundamenty stal'nykh rezervuarov i deformatsii ikh osnovaniy [Foundations steel tanks and deformation of their bases]. Moscow, ASV Publ., 2009. 336 p. (In Russian).
  • Numerical Simulation of Driven Pile Test with Static Load
  • UDC 692.115
    Yuri V. SAENKO, e-mail: yuri_saenko@mail.ru
    Alexander L. NEVZOROV, e-mail: a.l.nevzorov@yandex.ru
    Northern (Arctic) Federal University named after M. V. Lomonosov, naberezhnay Severnaya Dvina, 17, Arkhangelsk 163002, Russian Federation
    Abstract. During the pile driving, changes in mechanical properties and the stress-strain state of surrounding soils occur. As a rule, in known numerical models at determining the bearing capacity of piles, these changes are not taken into account. The new computation algorithm for the curve "settlement-load" in the PLAXIS 3D Foundation with due regard for zones of soil compaction is presented in the article. Defining the stress was carried out in a three-dimensional model where the fourth part of the pile shaft was placed into the corner of the soil array. Horizontal stress was obtained by "separation" of planes of the lateral surface by the half of cross-section of the pile shaft. Vertical stress under the pile tip was determined by the moving of pile elements as deep as 1 m down. Results of the simulation of stress-strain state of the base around the pile were compared with the experimental data of the different authors. The simulation of static tests of piles was carried out with due regard for the sizes of stress state zones and changes in deformation properties of the soil surrounding the pile in them. The reliability of obtained dependences of pile settlement on the load was evaluated by means of the comparison of simulation results with data of field experiments under engineering-geological conditions of Arkhangelsk. The numerical simulation of piles with the use of the simplest model of soil Mohr-Coulomb and the proposed algorithm of calculation made it possible to obtain the curves "settlement-load" which are similar to the results of field tests.
    Key words: numerical modeling, pile-load test, bearing capacity, stress, soil around pile.
  • REFERENCES
    1. Polishhuk A. I., Samarin D. G., Filippovich A. A. Estimation of bearing capacity of piles in clayey soils by PC Plaxis 3D Foundation. Vestnik TGASU, 2013, no. 3, pp. 351-359. (In Russian).
    2. Znamenskij V. V., Ruzaev A. M., Polynkov I. N. Compare results of field experiments with calculations performed using finite element program Plaxis 3D Foundation for driven piles in clay soils. Vestnik MGSU, 2008, no. 2, pp. 18-23. (In Russian).
    3. Nevzorov A., Nikitin A., Korshunov A., Veshnyakov V. Estimation of bearing capacity of piles while reconstructing buildings. Testing and design methods for deep foundations. Proceedings of 9th International conference (Kanazava, Japan, 18-20 september, 2012). Pp. 847-852.
    4. Nevzorov A. L., Kubasov V. N. Geological environment of Arkhangelsk and especially its interaction with engineering structures. Geojekologija. Inzhenernaja geologija. Gidrogeologija. Geokriologija, 2001, no. 2, pp. 116-121. (In Russian).
    5. Nevzorov A. L., Nikitin A. V., Zarchevnyh A. V. Gorod na bolote [City on a swamp]. Arhangel'sk, IPC SAFU Publ., 2012. 157 p. (In Russian).
    6. Saenko Ju. V., Nevzorov A. L. Deformation and strength characteristics of soil Foundation pile foundations. Gornyj zhurnal, 2015, no. 5, pp. 17-21. (In Russian).
    7. Bartolomej A. A., Omel'chak I. M., Jushkov B. S. Prognoz osadok svajnyh fundamentov [The forecast of the sediment pile foundations]. Moscow, Strojizdat Publ., 1994. 384 p. (In Russian).
    8. Dijkstra J., Broere W., Heeres O. M. Numerical simulation of pile installation [×èñëåííîå ìîäåëèðîâàíèå ñâàè]. Computers and Geotechnics, 2011, vol. 38, no. 5, pp. 612-622.
    9. Jushhube S. V., Rjazanov N. S. The results of field investigations of stress state of soil around driven piles short piles. Issledovanija po stroitel'nym konstrukcijam i fundamentam. Tomsk, Izd-vo Tomskogo un-ta Publ., 1980. Pp. 118-122. (In Russian).
    10. Swolfs W. M., Engin E. Plaxis 3D : rukovodstvo pol'zovatelja [Plaxis 3D: user's guide]. Niderlandy, Plaxis bv Publ., 2010. 1022 p. (In Russian).
    11. Kashirskij V. I. Comparative analysis of deformation characteristics of soils obtained from laboratory and field methods. Geotehnika, 2014, no. 5-6, pp. 32-44. (In Russian).
  • ECONOMICS, MANAGEMENT, MARKETING
  • Main Provisions of Development Methodology of Investment Programs for Development of Urban Areas With Due Regard for Their Hidden Potential
  • UDC 69.003:711.55
    Vladimir I. SARCHENKO, e-mail: krasstroy@bk.ru
    Siberian Federal University, pr. Svobodnyj, 79/10, Krasnoyarsk, 660041, Russian Federation
    Abstract. The article is devoted to the principles of solving scientific problem of providing of efficient development of urban areas for the creation of urban comfort environment. The paper presents the framework for methodology of development of investment programs for development of urban areas. The following framework are aimed at inefficiently used areas within the city boundaries that have some hidden potential, which includes the infrastructure potential of the area development and hidden investment potential of the infrastructure. To justify the selection of land plots for the purpose engaging in the investment activities of urban areas and evaluation of its hidden potential, following methods have been developed: complex assessment of urban areas comfort, assessment of profitability of investments in improving the comfort level of urban areas, and integral estimation of the hidden potential of urban areas. The assessment of urban areas comfort was performed on the basis of a normative-factor approach, in consequence of which an analytical model of forming the synthetic integral indicator of the level of urban residential area comfort has been developed. Algorithms of the accounting of hidden potential of urban areas when forming investment projects and investment programs of urban areas development have been developed.
    Key words: investment program, urban areas, investment project, comfortable urban environment, infrastructure capacity, hidden investment potential, normative-factor approach.
  • REFERENCES
    1. Sarchenko V. I. Metodologiya razrabotki i realizatsii innovatsionnykh resheniy po kompleksnoy zhiloy zastroyke territoriy genplana goroda so skrytym investitsionnym potentsialom (Teoriya i praktika) [Methodology for the development and implementation of innovative solutions for integrated housing development areas of the city master plan with a hidden investment potential (Theory and Practice)]. Krasnoyarsk, ISI SFU Publ., 2014. 239 p. (In Russian).
    2. Bazhanov M. V. Tools of involving investments as an element of regulation investment processes in real estate. Vestnik INZhEKONa. Seriya: Ekonomika, 2011, no. 1, pp. 234-237. (In Russian).
    3. Morozenko A. A., Voronkov I. E. Problems of estimating and improving the reliability of elements of organizational structure of an investment and construction project. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 12, pp. 30-32. (In Russian). 4. Moshkevich M. L., Stupishin L. U. Simulation of management of investment potential of sustainable development of the city using the theory of optimum design. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 2, pp. 30-32. (In Russian).
    5. Ayvazyan S. A., Enyukov I. S., Meshalkin L. D. Prikladnaya statistika. Statisticheskoe otsenivanie zavisimostey [Applied Statistics. Statistical estimation of dependencies]. Moscow, Finansy i statistika Publ., 1985. 484 p. (In Russian).
    6. Kucharina E. A. Investitsionnyy analiz [Investment analysis]. St.Petersburg, Piter Publ., 2006. 160 p. (In Russian).
    7. Kovalev V. V. Metody otsenki investitsionnykh proektov [Methods for evaluation of investment projects]. Moscow, Finansy i statistika, 2003. 144 p. (In Russian).
    8. Sarchenko V. I. A new approach to the implementation of master plans of cities. Ekonomika stroitel'stva, 2012, no. 3, pp. 3-10. (In Russian).
  • TECHNOLOGY AND ORGANIZATION OF CONSTRUCTION
  • Technological Principles Of Accelerated Housing Construction, The Prospect of Automated And Robotic Assembly Buildings
  • UDC 624.05
    Sergei A. SYCHEV, e-mail: sasychev@ya.ru
    Saint-Petersburg State University of Architecture and Civil Engineering, 2-ya Krasnoarmeyskaya, 4, Saint-Petersburg 190005, Russian Federation
    Abstract. The formation of a high-speed method of installation is to find rational solutions through continuous analysis of components of its organizational and technological structures. A task to analyze possibilities of installation of three-dimensional modules with the use of manipulator-robots is set. To do this, the process of selection of constructive-technological decisions is formalized in accordance with adopted criteria. The calculations for the most characteristic methods of robotization of mounting flat designs and three-dimensional elements, which make it possible to generally evaluate the degree of suitability of different mechanisms for working with three-dimensional modules under specific conditions of construction, are presented. Presented data make it possible to use, in each case, a rational variant of the technology with due regard for speed characteristics of the construction process, design features of a residential house, contractors, economic factors, and other indicators. After the analysis of installation and construction processes, we can conclude that additional development of solutions for pre-assembly works from the condition of continuous operation of the robot manipulator during the working shift and the intensity of three-dimensional modules delivery as well as accounting logistics under specific conditions of the construction site are required.
    Key words: prefabricated structures, transformable structures, block-modules, high-speed construction, high-tech systems, energy-efficient construction, logistics.
  • REFERENCES
    1. Afanas'ev A. V., Afanas'ev V. A. Organizacija stroitel'stva bystrovozvodimyh zdanij i sooruzhenij. Bystrovozvodimye i mobil'nye zdanija i sooruzhenija: perspektivy ispol'zovanija v sovremennyh uslovijah [Construction management prefabricated buildings and structures. Pre-fabricated and mobile buildings and structures: prospects of use in modern conditions]. St. Petersburg, Strojizdat Publ., 1998. Pp. 226-230. (In Russian).
    2. Asaul A. N., Kazakov Ju. N., Bykov B. L, Knjaz I. P., Erofeev P. Ju. Teorija i praktika ispol'zovanija bystrovozvodimyh zdanij [Theory and practice of the use of prefabricated buildings]. St. Petersburg, Gumanistika Publ., 2004. 463 p. (In Russian).
    3. Verstov V. V., Bad'in G. M. Features of design and construction of buildings and structures in St. Petersburg. Vestnik grazhdanskih inzhenerov, 2010, no. 1(22), pp. 96-105. (In Russian).
    4. Sychev S. A. Study of changes in labor costs of installation of high-speed volumetric modular construction. Promyshlennoe i grazhdanskoe stroitel'stvo, 2015, no. 11, pp. 78-81. (In Russian).
    5. Wang Y., Huang Z., Heng L. Cost-effectiveness assessment of insulated exterior wall of residential buildings in cold climate [Îöåíêà ýêîíîìè÷åñêîé ýôôåêòèâíîñòè èçîëèðîâàííûõ íàðóæíûõ ñòåí æèëûõ äîìîâ â õîëîäíîì êëèìàòå]. International Journal of Project Management, 2007, no. 25(2), pp. 143-149.
    6. Head P. R. Construction materials and technology: A Look at the future [Ñòðîèòåëüíûå ìàòåðèàëû è òåõíîëîãèè: âçãëÿä â áóäóùåå]. Proceedings of the ICE - Civil Engineering, 2001, no. 144(3), pp. 113-118.
    7. Swamy R. N. Holistic design: key to sustainability in concrete construction [Öåëîñòíûé äèçàéí: êëþ÷ ê óñòîé÷èâîñòè â ìîíîëèòíîì ñòðîèòåëüñòâå]. Proceedings of the ICE - Structures and Buildings, 2001, no. 146(4), pp. 371-379.
    8. Lawson R. M., Richards J . Modular design for high-rise buildings [Ìîäóëüíûå êîíñòðóêöèè äëÿ âûñîòíûõ çäàíèé]. Proceedings of the ICE - Structures and Buildings, 2010, no. 163(3), pp. 151-164.
    9. Nadim W., Goulding J. S. Offsite production in the UK: The Way forward? A UK construction industry perspective construction [Âûåçäíûå ïðîèçâîäñòâà â Âåëèêîáðèòàíèè: ïóòü âïåðåä? Áðèòàíñêàÿ ïåðñïåêòèâà ñòðîèòåëüíîé îòðàñëè]. Management, 2010, 10(2), pp. 181-202.
    10. Allen E., Iano J. Fundamentals of building construction: Materials and methods [Îñíîâû ñòðîèòåëüíûõ êîíñòðóêöèé: ìàòåðèàëû è ìåòîäû]. J. Wiley & Sons, 2004. 28 p.
    11. Fudge J., Brown S. Prefabricated modular concrete construction [Ñáîðíûå ìîäóëüíûå áåòîííûå êîíñòðóêöèè]. Building engineer, 2011, no. 86(6), pp. 20-21.
    12. Staib G, Dörrhöfer A., Rosenthal M. Components and systems: Modular construction: Design, structure, new technologies [Êîìïîíåíòû è ñèñòåìû: ìîäóëüíàÿ êîíñòðóêöèÿ: Êîíñòðóêöèÿ, ñòðóêòóðà, íîâûå òåõíîëîãèè]. München, Institut für internationale Architektur-Dokumentation Publ., 2008. 34 p.
    13. Sychev S. A. System analysis technology of high-speed construction in Russia and abroad. Perspektivy nauki, 2015, no. 9(72), pp. 45-53. (In Russian).
    14. Sychev S. A. Methods of prediction of advanced equipment and technology high-speed mounting of modular construction. Montazhnye i special'nye raboty v stroitel'stve, 2015, no. 10, pp. 57-65. (In Russian).
    15. Anderson M., Anderson P. Prefab prototypes: Site-specific design for offsite construction [Êàðêàñíûå ïðîòîòèïû: ñïåöèôè÷åñêèé äèçàéí äëÿ ìîäóëüíîãî ñòðîèòåëüñòâà]. Princeton Architectural Press, 2007. 123 p.
    16. Rounce G. Quality, waste and cost considerations in architectural building design management [Êà÷åñòâî, îòõîäû è çàòðàòû â àðõèòåêòóðíî-ñòðîèòåëüíîì ïðîåêòèðîâàíèè]. International Journal of Project Management, 1998, no. 16(2), pp. 123-127.
  • TECHNOLOGY AND ORGANIZATION OF CONSTRUCTION
  • Presentation of Information in Design, Construction and Operation of Linear Objects of Engineering Communication Networks
  • UDC 004:621.643
    Pavel B. KAGAN, e-mail: kagan@mgsu.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. An important aspect of creation and implementation of BIM-technology (technology for building information modeling) in the practice of design, construction and operation of facilities is the formation of standards for the submission of information elements of BIM-models. Problems of the processing of informational data on linear objects of engineering communications networks at all stages of their life cycle (design, installation, operation) are considered. The approaches that allow to store and use the information on the linear objects of engineering and communication networks in the databases with the help of various geo-information systems are suggested. Advantages of utilization of such standards for communications engineering data storage and processing: unification of designations and methods of data representation on various linear objects of engineering and communication networks; identify and analyze the critical information required for the successful operation of communications; simplicity of classification, sorting and construction of filters based on various parameters for selecting of elements of linear objects of engineering and communication networks; simplification of the exchange of information between different computer systems, and others are substantiated. The issues of the software development in this sphere, taking into account the problem of import substitution, are considered.
    Key words: linear objects of engineering communication networks, databases, open standard of data for pipelines, design of communications, operation of communication networks.
  • REFERENCES
    1. Marinenkov D. V. Experience of application of informational technologies of modeling in the implementation of infrastructural projects of fuel and energy complex. Vestnik MGSU, 2016, no. 1, pp. 181-191. (In Russian).
    2. Kagan P. B. Modeling of area. Vestnik KIGIT, 2012, no. 12-3, pp. 9. (In Russian).
    3. Muminova S. R., Kagan P. B. BIM training course in construction university. Proceedings of the 11th International Conference on Construction Applications of Virtual Reality 2011. Weimar, Bauhaus Universität Weimar, 2011, pp. 72-77.
    4. Ignatova E. V. BIM is the current trend in design automation. Vestnik MGSU, 2009, no. 1, pp. 225-226. (In Russian).
    5. Ignatova E. V., Ignatov V. P. Analysis of research directions based on the concept of information modeling of construction objects. Vestnik MGSU, 2011, no. 1-1, pp. 325-330. (In Russian).
    6. Volkov A. A., Sukneva L. V. BIM-Technology in Tasks of the Designing Complex Systems of Alternative Energy Supply. Procedia Engineering, 2014, vol. 23, pp. 377-380.
    7. Kuzilin A. V. Renewal of Normative Basis for Execution of Electrotechnical Sections of Designs of Residential Buildings. Promyshlennoe i grazhdanskoe stroitel'stvo, 2010, no. 12, pp. 31-33. (In Russian).
    8. PODS-OGC Collaboration Designed To Help Operators. Pipeline & Gas Journal, 2014, no. 3, vol. 241. Available at: http://pgjonline.com/2014/03/11/ pods-ogc-collaboration-designed-to-help-operators/(accessed 4.02.2016).
    9. Beckwith R. Digital Standards Collaboration: Key To Unlocking Intelligent Energy. Journal of Petroleum Technology, September 2012, pp. 47-58.
    10. Orlov V. A., Dezhina I. S. Advanced Inspection Technologies Of Pipelines Of Water Supply And Water Disposal Systems. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 2, pp. 77-80. (In Russian).
    11. Orlov V. A., Meshkova N. I. Ultrasound system Piglet. Internal inspection and cleaning of pipelines. Tekhnologii mira, 2012, no. 5, pp. 43-44. (In Russian).
  • HEAT SUPPLY, VENTILATION, AIR CONDITIONING
  • Control over the System of Single-Circuit Heat Supply of Buildings and Structures at Dependent Connection to Heating Networks
  • UDC 697.343
    Sergey S. FEDOROV, e-mail: ssfedorov@list.ru
    Natalia V. KLYUEVA, e-mail: klynavit@yandex.ru
    Southwest State University, ul. 50 let Oktyabrya, 94, Kursk 305040, Russian Federation
    Abstract. The problem of energy saving and increasing power effectiveness is considered. The creation of control systems of distribution of heat fluxes in heated buildings and structures became one of variants of this problem solution.. The developed mathematical model of control over the heat supply system, considering dependences of change of temperature of internal air of heated rooms on the temperature of external environment and parameters of the superheated heat carrier supplied from an external heating network, makes it possible to change beforehand operating impact on the system considered. A functional chart of operation of the system controlling the continuous process of heat supply, providing decrease in energy cost for maintaining of the given parameters of microclimate of the heated buildings, is presented. The algorithm of operation of the control system is developed with due regard for the influence of inertia of the heat supply system. Offered decisions are possible to apply not only for creation of new systems of heat supply of buildings, but also reconstruction of the existing systems for the purpose of increasing the power effectiveness of heated objects.
    Key words: control system, heat supply, mathematical model, resource-saving, reconstruction.
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