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



Contents of issue № 8 (august) 2016

  • JUBILEE OF ORGANIZATION
  • Institute of Engineering and Technology of the North-Eastern Federal University named after M. K. Ammosov: 60 Years
  • Terenty A. KORNILOV, e-mail: kornt@mail.ru
    Svetlana G. ANZUPOVA, e-mail: anzupowasg@mail.ru
    Galina P. AFONSKAYA, e-mail: afongp@mail.ru
    North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • Probabilistic Assessment of Design Operation Life of Building Constructions of Industrial Enterprises
  • UDC 69.059.4
    Terenty A. KORNILOV, e-mail: kornt@mail.ru
    Vladimir S. SUPLETSOV, e-mail: lab.nsk.82@mail.ru
    North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
    Abstract. Issues related to the development of application of a technique of assessment of operation life (design operation life) and parameters of technical conditions of building constructions of industrial enterprises are considered. The proposed technique provides to use efficient statistical, computational-analytical and probabilistic methods of the study as well as the methods of mathematic simulation, automated means of research and design. This technique makes it possible, with the help of the mathematical apparatus of predictive assessment of parameters of technical conditions of various building constructions of industrial building buildings and facilities, to establish the reliability indexes in the format of design operation life of construction objects with due regard for the local factors influencing the operation conditions. Provisions of the modern normative documents regulating the determination (calculation, appointment) of service life at the design stage of building constructions are analyzed. The concept of mathematical forecast model of design operation life of building construction of industrial enterprises in which the forecast and probabilistic format of assessment of quantitative values of the indicators of durability and non-failure operation of the object of study has been developed. Calculations of the operation life and probability of non-failure operation of a building structure with the help of the function of wear (intensity), quantitative values of which are characterized by a series of numerical values are presented.
    Key words: design of building constructions, reliability indicators, design operation life, probability of non-failure operation, mathematical simulation, rate of failure, technical conditions, wear indicator.
  • REFERENCES
    1. Nadezhnost' i dolgovechnost' stroitel'nykh materialov, konstruktsiy i osnovaniy fundamentov: materialy IV Mezhdunar. nauch.-tekhn. konf. (12-14 maya 2005 g.): v 4 ch. [Reliability and durability of construction materials, designs and foundations of the bases: materials IV of the International scientifically technical conference (12-14 may 2005), in 4 v.]. Volgograd, Volgograd state architecturally construction university Publ., 2005. 246 p. (In Russian).
    2. EN 1990:2002. Eurocode. Basic of structural design. 87 p.
    3. ISO 13823-2008. General principles on the design of structures for durability. 48 p.
    4. Samarskyi A. A., Mikhaylov A. P. Matematicheskoe modelirovanie: Idei. Metody. Primery [Mathematical modeling: Ideas. Methods. Examples]. 2-е prod. cor. Мoscow, Fizmatlit Publ., 2001. 320 p. (In Russian).
    5. Venikov V. A. Teoriya podobiya i modelirovaniya [Theory of similarity and modeling]. Мoscow, Vysshaya shkola Publ., 1976. 479 p. (In Russian).
    6. Harchenko M. A. Korrelyatsionnyy analiz [Correlation analysis]. Voronezh, VGU Publ., 2008. 31 p. (In Russian).
    7. Raizer V. D. Teoriya nadezhnosti v stroitel'nom proektirovanii [The theory of reliability in construction design]. Мoscow, ASV Publ., 1998. 302 p. (In Russian).
    8. Dobrov G. M., Ershov Ju. V., Levin E. I, Smirnov L. P. Ekspertnye otsenki v nauchno-tekhnicheskom prognozirovanii [Expert estimates in scientifically technical forecasting]. Kiev, Naukova Dumka Publ.,1974. 228 p. (In Russian).
    9. Pustylnik E. I. Statisticheskie metody analiza i obrabotki nablyudeniy [Statistical methods of the analysis and processing of supervision]. Мoscow, Nauka, 1968. 380 p. (In Russian).
    10. Poryvai G. A. Tekhnicheskaya ekspluatatsiya zdaniy [Technical operation of buildings]. Мoscow, Stroyizdat Publ., 1990. 368 p. (In Russian). Для цитирования: Корнилов Т. А., Суплецов В. С. Вероятностная оценка расчетного срока службы строительных конструкций промышленных предприятий // Промышленное и гражданское строительство. 2016. № 8. С. 13-17.
  • BUILDING MATERIALS AND PRODUCTS
  • About Organization of Research in the Field of Nanotechnologies in Construction
  • UDC 693.547.3:691.87
    Galina D. FEDOROVA, е-mail: fedorovagd@mail.ru
    North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
    Abstract. The article presents main results of the research performed by the Chair of Construction Production of Institute of Technics and Engineering of NEFU during the last five years. Results of pilot studies of the impact of multi-layered carbon nano-tubes on the strength properties and frost resistance of the concrete as well as results of basic studies on the identification of prospects of carrying out research works on the use of graphene oxide for modifying properties of concrete are given. The course of performance of research works is analyzed and suggestions for improving their organization in the field of high technologies are presented. For the effective organization of research in the field of nanotechnologies in construction, the need of creation of a special group of young researchers of different specialties with the organization of their training for performance of physical and chemical studies, including microscopic, in the field of construction materials science is substantiated. This will help to improve the quality and level of experiments, and getting concretes with new properties will open the way for development of high-technological structures and high technologies for their erection.
    Key words: research in the field of nano-technologies, carbon nano-tubes, graphene oxide, organization of research works.
  • REFERENCES
    1. Фаликман В. Р., Соболев К. Г. "Простор за пределом", или Как нанотехнологии могут изменить мир бетона // Нанотехнологии в строительстве. Научный интернет-журнал. 2010. № 6. С. 17-31. URL: http://www.nanobuild.ru (дата обращения: 15.01.2016).
    1. Falikman V. R., Sobolev K. G. "Open space behind a limit" or how nanotechnologies can change the concrete world. Nanotekhnologii v stroitel'stve: nauchnyy internet-zhurnal, 2010, no. 6, pp. 17-31. Available at: http://www.nanobuild.ru (accessed 15.01.2016). (In Russian).
    2. Королев Е. В. Нанотехнология в строительном материаловедении. Анализ состояния и достижений. Пути развития // Строительные материалы. 2014. № 11. С. 47-79.
    2. Korolev E. V. Nanotechnology in material science. Analysis of achievements and current state. Stroitel'nye materialy, 2014, no. 11, pp. 47-79. (In Russian).
    3. Makar J., Margeson J., Luh J. Carbon nanotube-cement composites - early results and potential applications [Углеродные нанотрубки и цементныe композиты - первые результаты и возможности применения]. 3rd International Conference on construction materials: performance, innovation and structural implications. Vancouver, B.C. 22-24 Aug 2005. Pp. 1-10.
    4. Li G. Y., Wang P. M., Zhao X. Mechanical behavior and microstructure of cement composites incorporating surface-treated multi-walled carbon nanotubes [Механические свойства и микроструктура цементных композитов, включающих поверхностную обработку многослойными углеродными нанотрубками]. Carbon, vol. 43, 2005, pp.1239-1245.
    5. Metaxa Z. S., Konsta-Gdoutos M. S., Shah S. P. Carbon nano reinforced concrete [Бетон, армированный наноуглеродом]. ACI Special publications nanotechnology of concrete: the next big thing is small SP, vol. 267, 2009, no. 2, pp.11-20.
    6. Shah S. P., Konsta-Gdoutos M. S., Metaxa Z. S., Mondal P. Nanoscale modification of cementitions materials [Наноразмерная модификация материалов при помощи цемента]. Nanotechnology in construction: Proc. of the NICOM3 (3rd international symposium on Nanotechnology in Construction). Prague. Berlin, Springer Publ., pp. 125-130.
    7. Яковлев Г. И., Первушин Г. Н. [и др.]. Модификация цементных бетонов многослойными углеродными нанотрубками // Строительные материалы. 2011. № 2. С. 47-51.
    7. Yakovlev G. I., Pervushin G. N., et al. Updating of cement concrete with multilayered carbon nanotubes. Stroitel'nye materialy, 2011, no. 2, pp. 47-51. (In Russian).
    8. Габидулин M. Г., Рахимов Р. З. [и др.]. Технология изготовления наномодификатора на основе УНТ и его влияние на прочность цементного камня. Нанотехнологии для экологичного и долговечного строительства : сб. тр. IV Междунар. конф. (23-27 марта 2012 г., Каир, Египет). Ижевск : изд-во ИжГТУ, 2012. С. 30-34.
    8. Gabidulin M. G., Rakhimov R. Z., et al. Manufacturing technology of CNT-based nanomodififier and its effect on the strength of cement stone. Nanotekhnologii dlya ekologichnogo i dolgovechnogo stroitel'stva : sb. tr. IV Mezhdunar. konf. (23-27 marta 2012, Kair, Egipet). Izhevsk, IzhGTU Publ., 2012, pp. 30-34. (In Russian).
    9. Толчков Ю. Н., Михалева З. А. Ткачев А. Г., Попов А. И. Модифицирование строительных материалов углеродными нанотрубками: актуальные направления разработки промышленных технологий // Нанотехнологии в строительстве: научный интернет-журнал. 2012. № 6. С. 57-66. URL: http://www.nanobuild.ru (дата обращения: 11.01. 2016).
    9. Tolchkov Yu. N., Mikhaleva Z. A. Tkachev A. G., Popov A. I. Modification of construction materials by carbon nanotubes: actual directions of working out of industrial technologies. Nanotekhnologii v stroitel'stve. Nauchnyy internet-zhurnal, 2012, no. 6, pp. 57-66. Available at: http://www.nanobuild.ru (accessed 11.01. 2016). (In Russian).
    10. Fedorova G. D., Mestnikov V. V., Matveeva O. I., Nikolaev E. P. Features of high-strength concrete creation for concreting of monolithic constructions in the far north conditions [Проблемы получения высокопрочных бетонов для бетонирования монолитных конструкций в условиях Крайнего Севера]. Procedia Engineering, 2013, no. 57, рp. 264-269.
    11. Федорова Г. Д., Александров Г. Н., Смагулова С. А. Исследование устойчивости водной суспензии оксида графена // Строительные материалы. 2015. № 2. С. 15-21.
    11. Fedorova G. D., Aleksandrov G. N., Smagulova S. A. Research of stability of water suspension of grapheme oxide. Stroitel'nye materialy, 2015, no. 2, pp. 15-21. (In Russian).
    12. Graphene oxide reinforced cement [Цемент, армированный оксидом графена]. Available at: http://www.monash.edu.au/assets/pdf/industry/graphene-oxide.pdf (accessed 15.02.2016).
    13. Chuah S., Pan Z., Sanjaan J. G., Wang C. M., Duan W. H. Nano reinforced cement and concrete composites and new perspective from graphene oxide [Наноармированные цемент и бетонные композиты и новые перспективы от оксида графена]. Construction and Building Materials, 2014, no. 73, pp. 113-124. Available at: http://dx.doi.org/10.1016.j.conbuildmat.2014.09.040 0950-0618 (accessed 15.02.2016).
    14. Pan Z., He L., Qiu L., Korayem A. H., Li G., Zu J. W., Hu F. Collins, Li D., Duan W. H., Wang M. C. Mechanical properties and microstructure of a grapheme oxide - cement composit [Механические свойства и микроструктура оксида графена - цементный композит]. Cement & Concrete Composites, 2015, no. 58, pp.140-147. Available at: http://dx.doi.org/10.1016/j.cemconcomp.2015.02.001 0958-9465 (accessed 15.02.2016).
    15. Sedaghat A., Ram M. K., Zayed A., Kamal R., Shanahan N. Investigation of Physical Properties of Graphene-Cement Composite for Structural Applications [Исследование физических свойств графена - цементные смеси для строительных целей]. Open Journal of Composite Materials, 2014, no. 4, pp.12-21. Available at: http://dx.doi.org/10.4236/ojcm.2014.41002 (accessed 15.02.2016).
    16. Horszczaruk E., Mijowska E., Kalenczuk R. J., Aleksandrzak M., Mijowska S. Nanocomposite of cement/ graphene oxide - impact on hydration kinetics and Young's modulus [Нанокомпозит цемент/оксид графена - влияние на кинетику гидратации и модуль Юнга]. Construction and Building Materials, 2015, no. 78, pp. 234-242. Available at: http://dx.doi.org/10.1016/j.conbuildmat.2014.12.009 0950-0618 (accessed 15.02.2016).
  • A Foam-Cement Composite with Cellulose Fiber for Low-Rise Construction
  • UDC 691-405.8:666.973.2:691.14
    Valerij I. FEDOROV, e-mail: elley-90@mail.ru
    Aleksej E. MESTNIKOV, e-mail: mestnikovae@mail.ru
    North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
    Abstract. The article discusses the development of production technology of the foam-cement composite with the use of the secondary cellulosic fibers. Results of the study of the structure and properties of the foam-cement composite as well as the process of extracting the cellulose fibers from a sheet of paper are presented. The basic physical- mechanical and physical-chemical processes occurring during the extraction of cellulose fibers are analyzed. The mechanism of destruction of cellular composite materials under the influence of external mechanical impacts is considered. The results of experimental studies give a wide overview of the properties of the composite foam cement, possible changes and new formations in the deep layers of the porous material, ensuring higher construction and operating characteristics of the foam cement composite. Experimental studies were performed with the use of standard tools and measurement methods, as well as a complex of up-to-date physical-chemical methods of analyzing. A casual relationship between the concentration of cellulose fiber and the compressive strength of foam-cement composite has been revealed. Critical concentration of the cellulose fiber relative to the weight of cement has been established. The structural properties of products of cement hydration in the contact zone between a fiber and cement matrix are described. Positive influence of the presence of cellulose fibers in the structure of cement matrix is substantiated.
    Key words: foam-cement composite, cellulose fiber, secondary cellulose fiber, opening of sheet of paper, matrix, compressive strength, cement matrix.
  • REFERENCES
    1. Dvorkin L. I., Dvorkin O. L. Stroitel'nye materialy iz othodov promyshlennosti [Building materials made of industrial wastes]. Rostov-na-Donu, Feniks Publ., 2006. 264 p. (In Russian).
    2. Korolev A. S., Voloshin E. A., Trofimov B. Ja. Optimization of the composition and structure of cellular concrete with high strength characteristics. Stroitel'nye materialy, 2004, no. 3, pp. 30-32. (In Russian).
    3. Rabinovich F. N. Kompozity na osnove dispersno-armirovannyh betonov. Voprosy teorii i proektirovanija, tehnologija, konstrukcii [Composites based on fiber concrete. Questions of the theory and design, technology, construction]. Moscow, ASB Publ., 2004. 560 p. (In Russian).
    4. Fljate D. M. Svojstva bumagi [Paper properties]. Moscow, Lesnaya promyshlennost' Publ., 1986. 680 p. (In Russian).
    5. Kondrat'ev V. V., Morozova N. N., Hozin V. G. Structural and technological fundamentals of ultralight foam concrete. Stroitel'nye materialy, 2002, no. 11, pp. 35-37. (In Russian).
    6. Baranov A.T. Penobeton i penosilikat [Foam concrete and foamed silicate]. Moscow, Gos. izd-vo literatury po stroitel'nym materialam, 1956. 82 p. (In Russian).
    7. Ryb'ev I. A. Zakonomernosti v strukturno-mehanicheskih svojstvah as-fal'tovogo betona [Patterns in the structural and mechanical properties of asphalt concrete]. Sbornik trudov VZISI. Moscow, 1957. Vol. 1. Pp. 78-95. (In Russian).
    8. Fedorov V. I. Dispersion-reinforced foam concrete with cellulose fibers. Materialy Mezhdunar. nauchno-tehn. konf. v ramkah Mezh-dunar. vystavki "STROJSIB-2015", 3-6 fevralja 2015. Novosibirsk, NGAU Publ., 2015, pp. 124-123. (In Russian).
    9. Fedorov V. I. Dispersion-reinforced foam it based on magnesia cement and cellulose fibers. Materialy 10-j mezhdunarodnoj nauchnoj konferencii "Bdeshhite izsledvanija". Sofija, BjalGRAD-BG Publ., 2014, pp. 48-51. (In Russian).
    10. Perfilov V. A., Atkina A. V. , Kusmarceva O. A. Application modifying micro reinforcing components to enhance the strength of the cellular materials. Izvestiya vuzov. Stroitel'stvo, 2010, no. 9, pp. 11-14.
  • The Use of Ceramic Brick for Construction in Yakutsk
  • UDC 691.42(571.56)
    Anastasia D. EGOROVA, e-mail: eg_anastasy2004@mail.ru
    Anna Y. POTAPOVA, e-mail: anna_200073@mail.ru
    Elza M. SUTAKOVA, e-mail: em.sut@mail.ru
    Naryya A. MATVEEVA, e-mail: nariyana94@mail.ru
    North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
    Abstract. For many centuries the wall ceramics is the basis of the building industry when constructing various buildings and premises. Many historical monuments of architecture built of brick have undergone testing time and have proved the reliability of ceramic brick as a construction material under severe climatic conditions of operation. Today, for constructing unique objects in Yakutsk, the front brick imported from outside of the Republic is used despite the fact that the Republic Sakha (Yakutia) has sufficient land and mineral raw material resources for solving this problem. The most perspective in respect of development and production organization of ceramic bricks is the Sannikovsky field of clay raw materials. The need to develop an effective, modifying additive and optimum composition of furnace charge for manufacturing high-quality ceramic front bricks is substantiated. The introduction of the ceramic mass of finely ground cullet promotes, at the high temperature of burning, the increase in a glass phase which significantly reduces the open porosity of a product and increase the durability limit in case of compression and doesn't form salt efflorescence. By results of researches the composition of furnace charge for production of a ceramic front brick with a ground cullet is optimized.
    Key words: ceramic brick, front brick, architecture, cullet, zeolite-hongurin, salt efflorescence.
  • REFERENCES
    1. Beloljubskaja S. V., Mestnikov A. E. Production and application of a brick in the 18-19th centuries in permafrost conditions. Sovremennye problemy proizvodstva i ispol'zovanija kompozicionnyh stroitel'nyh materialov. Materialy Vserossijskoj konferencii, posvjashhennyj 100-letnemu jubileju prof. G. I. Kniginoj i 80-letnemu jubileju prof. V. M. Hruleva. Novosibirsk, NGASU (Sibstrin) Publ., 2009. Pp. 199-203. (In Russian).
    2. Nacional'nyj Arhiv RS(Ja), fond 366, opis' 1, delo 346, list 43 (In Russian).
    3. Al'perovich I. A., Burmistrov V. N. Sposoby predotvrashhenija vysolov na glinjanom kirpiche [Methods of prevention of wall saltpetre on a clay brick]. Moscow, VNIIJeSI Publ., 1977. 54 p. (In Russian).
    4. Al'perovich I. A. A front ceramic brick - environmentally friendly wall material. Stroitel'nye materialy, 1994, no.10(478), pp. 5-7. (In Russian).
    5. Al'perovich I. A., Osipov G. T., Svitko B. C. A front brick of light tones on a basis the kemkbriyskikh of clays. Stroitel'nye materialy, 1995, no. 11(491), pp. 5-8. (In Russian).
    6. Egorova A. E., Osorova R. S., Slepcova L. V., D'jachkovskaja E. S., Jadreeva Z. I. Relevance of production organization of a ceramic brick in Yakutia. Sovremennye problemy stroitel'stva i zhizneobespechenija: bezopasnost', kachestvo, jenergo- i resursosberezhenie. Sbornik materialov III Vserossijskoj nauchno-prakticheskoj konferencii. (Jakutsk, Severo-Vostochnyj federal'nyj universitet im. M. K. Ammosova, 3-4 marta 2014 g.) Kirov, MCNIP Publ., 2014. Pp. 247-250. (In Russian).
    7. Al'perovich I. A. Ceramic wall and heat-insulating materials in modern construction. Stroitel'nye materialy, 2003, pp. 7-12. (In Russian).
    8. Krojchuk L. A. Production of rough construction ceramics in Spain and France. Stroitel'nye materialy, 2004, no. 2, pp. 11. (In Russian).
    9. Zhironkin P. V., Gerashhenko V. N., Grinfel'd G. I. History and prospects of the industry of ceramic construction materials in Russia. Stroitel'nye materialy, 2012, no. 5, pp. 14-15. (In Russian).
    10. Kara-Sal B. K., Kuular L. Je. Receipt of a facing brick on the basis of low-grade loam and sandstone the zeolite containing. Stroitel'nye materialy, 2010, no. 4, pp. 38-39. (In Russian).
    11. Meleshko V. Ju. Ceramic wall materials. Some problems of production and application. Dajdzhest publikacij zhurnala "Stroitel'nye materialy" za 1996-2002 gg. po tematike: "Keramicheskie stroitel'nye materialy". Moscow, RIF "Strojmaterialy" Publ., 2003. Pp. 13-15. (In Russian).
  • Research in Influence of Cold Climate on Mechanical Properties of Composite Rods Made of Glass and Basalt Plastics
  • UDC 691.175-419.8:678.067.5:620.171.32
    Yurij Y. FEDOROV
    Larionov's Institute of Physical-Technical Problems of the North SB RAS, Oktyabrskaya ul., 1, Yakutsk 677000, Russian Federation
    Anatolij A. GERASIMOV, e-mail: ageracimov@mail.ru
    North-Eastern Federal University, ul. Belinskоgo, 58, Yakutsk 677000, Russian Federation
    Abstract. Results of the experimental study on the preliminary assessment of the serviceability of products made of glass and basalt plastics under conditions of the cold climate in the absence of the direct impact of sunlight are presented. The influence of low temperatures and the exposition in the cold climate on the mechanical properties of unidirectional glass- and basalt plastic rods for construction purposes was studied during 5 years. The mechanical properties of products were determined by the buckling method under conditions of the pin-edge fixing of samples at temperatures 20 °C and -60 °C. Properties of production prototypes of glass-plastic rods of two types on the basis of polyester and epoxy binders, and basalt-plastic rods on the basis of an epoxy binder were studied. The temperature dependence of deformation and strength characteristics due to the specific properties of reinforcing fibers has been revealed. Results of the study show the significant increase (up to 20%) in the deformation-strength properties of composite rods at low temperatures and high climatic stability of products. It is experimentally established that the modules of elasticity at buckling of rods of basalt- and glass reinforcement within the limits of the valid interval remain constant at test temperatures.
    Key words: glass- and basalt plastics, deformation, strength, elastic modulus, climate resistance.
  • REFERENCES
    1. Bernackij A. F., Kazarnovskij V. S., Petrov M. G., Ustinov V. P., Ustinov B. V. The use of composite polymer materials in building structures and bridges in Siberia. Transport Rossijskoj Federacii, 2006, no. 5, pp. 45-48. (In Russian).
    2. Korreja H. R., Kabral-Fonseka S., Branko F. A., Ferreyra Kh. G., Eysebio M. I., Rodriges M. P. Durability pultruded profiles made of polyester fiberglass for building structures. Mehanika kompozitnyh materialov, 2006, vol. 42, no. 4, pp. 463-482. (In Russian).
    3. Ribejru M., Ferrejra A., Markush A. The impact of natural and artificial climate impact on long-term flexural characteristics of polymer solutions. Mehanika kompozitnyh materialov, 2009, vol. 45, no. 5, pp. 739-758. (In Russian).
    4. Filatov I. S. Klimaticheskaja ustojchivost' polimernyh materialov [Climatic resistance of polymer materials]. Moscow, Nauka Publ., 1983. 213 p. (In Russian).
    5. Fedorov Ju. Ju., Babaenko F. I., Gerasimov A. A., Lapij G. P. Effect of cold climate factors on the mechanical properties of the composite rods from glass basalt. Obrabotka metallov, 2012, no. 2, pp. 56-62. (In Russian).
    6. Ispytanija uprugih sterzhnej metodom prodol'nogo izgiba [Tests elastic rod by buckling]. Pod red. V. F. Savina, A. N. Blaznova. Barnaul, Altajskogo gosuniversiteta Publ., 2009. 222 p. (In Russian).
    7. Arnautov A. K., Tarnopol'skij Ju. M. Buckling as a method for determining the flexural strength of composite materials. Mehanika kompozitnyh materialov, 2004, vol. 40, no. 1, pp. 25-42. (In Russian).
    8. Kychkin A. K., Vasil'eva A. A. Investigation of physical and mechanical characteristics of composite rebar produced on the basis of basalt roving. Vestnik SVFU im. M. K. Ammosova, 2012, vol. 9, no. 3, pp. 80-85. (In Russian).
    9. Trofimov N. N., Kanovich M. Z., Kartashov Je. M. [et al.]. Fizika kompozicionnyh materialov [The physics of composite materials]. Moscow, Mir Publ., 2005. Vol. 2. 344 p. (In Russian).
    10. Ovchinskij A. S. Processy razrushenija kompozicionnyh materialov: imitacija mikro- i makromehanizmov na JeVM [The process of destruction of composite materials: imitation micro and macro mechanisms on a computer]. Moscow, Nauka Publ., 1988. 278 p. (In Russian).
    11. Ventcel' E. S., Ovcharov L. A. Teorija verojatnostej i ee inzhenernye prilozhenija [Theory of Probability and its engineering applications]. Moscow, Nauka Publ., 1988. 480 p. (In Russian).
  • Dependence of Mechanical Characteristics of Wood on Its Density and Macrostructure
  • UDC 691.11:620.179.16
    Mikhail F. LAVROV, e-mail: yakutia@lenta.ru
    Dmitry K. CHAKHOV, e-mail: tdodk@mail.ru
    North-Eastern Federal University, ul. Belinskоgo, 58, Yakutsk 677000, Russian Federation
    Abstract. The use of wood as a structural material assumes the availability of information about its physical-mechanical properties which, in many respects, are determined by its macro-structural configuration. Among the advantages of wood are easy treatment, relatively high strength, and low specific weight. But the wood has a series of disadvantages such as flaws in the wood, low flame resistance and biostability etc. which can be removed at the stage of the technological processing (drying, preservative treatment). In addition, some features of timber, such as the anisotropy of the structure, variability of physical and mechanical properties along the radius and height of the tree trunk, require special considerations. But in the practice of manufacture of timber building structures and products, allowable values of the density distribution and macrostructure are not regulated. Issues of the influence of these parameters on mechanical properties are considered on the example of dahurian larch wood. The algorithm of forecasting physical-mechanical characteristics of the wood on the basis of its density determination has been developed. The analysis of the full factorial experiment for assessment of the influence of macrostructure features and density of the wood on mechanical parameters has been made. The data obtained show that the wood quality and the sphere of its use in construction should be determined with due regard for the density and parameters of the macrostructure.
    Key words: larch, characteristics of wood macrostructure, compression strength along the fibers, density of wood, dependence of mechanical properties on parameters of macrostructure and wood density.
  • REFERENCES
    1. Buslaev Ju. N. Prochnost' cel'noj i kleenoj drevesiny pri nizkih temperaturah [The strength of solid and laminated wood at low temperatures]. Jakutsk, JaGU Publ., 1992. 73 p. (In Russian).
    2. Alekseev I. A., Polubojarinov O. I. Lesnoe tovarovedenie s osnovami drevesinovedenija [Forestry wood-merchandising with the basics]. Joshkar-Ola, MarGTU Publ., 2006. 457 p. (In Russian).
    3. Bokshhanin Ju. R. Puti rasshirenija pererabotki i potreblenija listvennicy [Ways of enhancing the processing and consumption of larch. Sverdlovsk]. Sverdlovsk, Sverd. NTO bumlesdrev Publ., 1962. 98 p. (In Russian).
    4. Sobolev Ju. S. Drevesina kak konstrukcionnyj material [Wood as a construction material]. Moscow, Lesnaja Promyshlennost' Publ., 1979. 248 p. (In Russian).
    5. Volynskij V. N. Vzaimosvjaz' i izmenchivost' fiziko-mehanicheskih svojstv drevesiny [The relationship and variability of physical and mechanical properties of wood]. Arhangel'sk, AGTU Publ., 2000. 196 p. (In Russian).
    6. Sanaev V. G. Fiziko-mehanicheskie svojstva jelementov makrostruktury drevesiny [Physical and mechanical properties of the elements of the macrostructure wood]. Stroenie, svojstva i kachestvo drevesiny. Moscow, 1990. Pp. 171-176. (In Russian).
    7. Lavrov M. F., Levinskiy Yu. B., Chakhov D. K., Doktorov I. A., Semenova S. A. Distribution of wood density along the height and radius of a trunk of dahurian larch. Promyshlennoe i grazhdanskoe stroitel'stvo, 2013, no. 8, pp. 41-42. (In Russian).
    8. Lavrov M. F. Graph modelling of density distribution in crosscut and longitudinal section of a tree trunk. Nauka i obrazovanie, 2015, no. 2(78), pp. 79-84. (In Russian).
    9. Lavrov M. F., Chahov D. K., Doktorov I. A. Wood qualyty indicator determination by drilling method. Vestnik Moskovskogo gosudarstvennogo universiteta lesa - Lesnoj vestnik, 2014, no. 5, pp. 196-201. (In Russian).
    10. Chubinskij A. N., Tambi A. A. Sorting sawn timber: it is time to change the principles of education grades. Lesprominform, 2013, no. 6(96), pp. 18-20. (In Russian).
    11. Chubinskij A. N., Tambi A. A. Means of non-destructive quality control of wood. Part 1: equipment for sorting of round timber. Lesprominform, 2013, no. 4(94), pp. 98-101. (In Russian).
    12. Isaev S. P., Begunkova N. O. Modeling of annual rings in volume and at the cut of round woods. Vestnik Tihookeanskogo gosudarstvennogo universiteta, 2013, no. 1(28), pp. 159-168. (In Russian).
  • Influence of a Zeolite-Containing Additive on the Setting Time and Water Resistance of Gypsum Binding Substances
  • UDC 691.311:691.263/.166
    Kira E. FILIPPOVA, e-mail: Kira_fill@mail.ru
    Vasiliy A. KULAKOVSKIY, e-mail: kulakovskiy.vasiliy@mail.ru
    Yuliya Yu. LUKINA, e-mail: lukina-iulia@mail.ru
    North-Eastern Federal University, ul. Belinskоgo, 58, Yakutsk 677000, Russian Federation
    Abstract. An actual issue of the building material science is increasing the water resistant of gypsum binders and materials on their basis as, at the relatively low cost, they are environmentally friendly and flame-resistant. The possibility of using the additive, which is obtained by means of mechanical-chemical activation of finely-ground zeolite-containing rocks and dibutyl phthalate plasticizer, is considered. The optimal composition of the zeolite- containing additive is determined and its influence on the physical-mechanical properties of the gypsum stone is studied by the method of mathematical planning of the experiment. The influence of the additive on the setting time of the gypsum binder, the coefficient of gypsum stone softening and its micro-structure has been established. On the basis of results of the study conducted, it is proposed to use zeolite-containing additives as nano-modifiers for heavy concretes and mortars with cement binders as an additive in the course of finishing works in premises with high relative air humidity.
    Key words: gypsum binding substance, gypsum stone, zeolite-containing rock, setting time, softening coefficient, micro-structure.
  • REFERENCES
    1. Trofimov B. Ja., Chernyh T. N., Shuldjakov K. V. Modifying technology gypsum sheets. Sbornik dokladov "Sed'maja nauchno-prakticheskaja konferencija "Innovacii knauf v stroitel'stve". Cheljabinsk, PIRS Publ., 2014. Pp. 9-21. (In Russian).
    2. Naryshkina M. B. Stenovye materialy na osnove kompozicionnogo gipsovogo vjazhushhego povyshennoj vodostojkosti [Wall materials based on gypsum binder composite increased water resistance]: Dis. Belgorod, 2010. Available at: tekhnosfera.com/stenovye-materialy- na-osnove-kompozitsionnogo-gipsovogo- vyazhuschego-povyshennoy-vodostoykosti (assecced 25.04.2016) (In Russian).
    3. Filippova K. E., Lukina Ju. Ju. Opredelenie vlijanija tonkomolotogo ceolita-hongurina na osnovnye svojstva gipsovyh vjazhushhih veshhestv [Determine the impact from fine zeolite on the basic properties of gypsum binders]. Nauka i obrazovanie v XXI veke: sbornik nauchnyh trudov po materialam Mezhdunarodnoj nauchno-prakticheskoj konferencii, 31 oktjabrja 2014. Part 9. Tambov, OOO "Konsaltingovaja kompanija Jukom" Publ., 2014. Pp. 144-148. (In Russian).
    4. Kolodeznikov K. E. Ceolitonosnye provincii vostoka Sibirskoj platform [Zeolit province east of the Siberian platform]. Jakustk, JaF SO RAN Publ., 2003. 224 p. (In Russian).
    5. Filippova K. E., Lukina Ju. Ju. The control surface area zeolite containing rock deposits Suntarsky Khonguruu by Karman-Kozeny during mechanical activation. Aktual'nye napravlenija nauchnyh issledovanij: ot teorii k praktike : materialy III Mezhdunar. nauch.-rakt. konf. (Cheboksary, 29 janv. 2015). Cheboksary, CNS "Interaktiv pljus" Publ., 2015. Pp. 260-262. (In Russian).
    6. Impact of zeolite-based nanomodified additive on the structure and strength of the cement stone TSUAB2014 IOP Publishing IOP Conf. Series: Materials Science and Engineering 71 (2015) 012027 doi:10.1088/ 1757-899X/71/1/012027. Available at: http://iopscience.iop.org/1757-899X/71/1/.
  • Factors Influencing the Strength of Wood Concrete on the Basis of Gypsum-Cement-Zeolite Binder
  • UDC 691.311:674.816.2
    Valentina V. KUBA, e-mail: valiacuba@mail.ru
    Anastasia D. EGOROVA, e-mail: eg_anastasy2004@mail.ru
    Sahayaana Y. EGOROVA
    North-Eastern Federal University, ul. Belinskоgo, 58, Yakutsk 677000, Russian Federation
    Abstract. At present, the development of innovative building materials from local raw materials with the use of industrial waste becomes increasingly relevant. The present state of production and use of wood concrete and peculiarities of its manufacturing technology are analyzed. The use of a composite binder on the basis of gypsum with the introduction of a hydraulic additive consisting of Portland cement and zeolite-containing rock is substantiated. For conducting the study, the method of mathematical planning of experiment has been used. Multifactor second-order polynomial models make it possible to solve most of engineering problems in material science and technology. The factors influencing the strength of wood concrete on the basis of gypsum-cement-zeolite binder are considered. The basic physical-mechanical properties of the optimized composition are determined; the structure of relations arising between the organic filler and different binding substances in the wood concrete are studied with the help of the scanning probe microscope "NtegraPrima" NTNDT.
    Key words: wood concrete, wood composite, gypsum-cement-zeolite binder, cement poisons, waste of woodworking enterprises.
  • REFERENCES
    1. Korovjakov V. F., Ferronskaja A. V. Jeffektivnye stroitel'nye materialy dlja malojetazhnogo stroitel'stva [Effective construction materials for low construction]. Available at: www.evolit.ru/10/231 (accessed 20.05.2015). (In Russian).
    2. Mestnikov A. E., Abramova P. S., Antipkina T. S., Egorova A. D. Teplovaja zashhita zdanij na Severe: materialy, izdelija i konstrukcii [Thermal protection of buildings to the north: materials, products and design]. Moscow, ASV Publ., 2009. 182 p. (In Russian).
    3. Nanazashvili I. H. Arbolit - jeffektivnyj stroitel'nyj material [Wood concrete - effective construction material]. Moscow, Strojizdat Publ., 1984. 121 p. (In Russian).
    4. Korotaev Je. I., Simonov V. I. Proizvodstvo stroitel'nyh materialov iz drevesnyh othodov [Production of construction materials from wood waste]. Moscow, Lesnaja promyshlennost' Publ., 1972. 144 p. (In Russian).
    5. Arsencev V. A. Arbolit. Proizvodstvo i primenenie [Wood concrete. Production and application]. Moscow, Strojizdat Publ., 1977. 348 p. (In Russian).
    6. Kuba V. V. Composite the plaster knitting in concrete on organic filler. Perspektivnye materialy v tehnike i stroitel'stve (PMTS-2014) [Advanced materials in engineering and construction]. Materialy Mezhdunar. nauchn. konf. molodyh uchenyh (15-17 okt. 2014, Tomsk). Tomsk, TGASU Publ., 2014. Pp. 295-300. (In Russian).
    7. Egorova A. D., Rozhin V. N., Filippova K. E. Influence of an additive of zeolite-hongurina on properties of a stone on the basis of the mineral knitting substances. Sovremennye naukoemkie tehnologii, 2012, no. 9, pp. 62-63. (In Russian).
  • The Use of Method of Chloride Ions Permeability for Studying the Structure Density of High Quality Fine-Grained Concretes
  • UDC 666.97
    Boris I. BULGAKOV, e-mail: fakultetst@mail.ru
    TANG VAN LAM, e-mail: lamvantang@gmail.com
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. During the operation of concrete structures under conditions of aggressive environments, there is a decrease in their strength and durability which leads to the growth of deformations and, as a result, to their deterioration. The method of study of concrete structure density by determining its permeability for chloride ions according to the standard ASTM C1202-97 (USA) based on measuring the amount of electric charges passing through concrete samples is considered. This experimental method is quite simple, its results have high accuracy and reflect the true nature of the structure density of reinforced concrete structures operating under the ground, in water and in other aggressive environments. Results of the study conducted show that high-quality fine concrete has lower chloride permeability and, consequently, more dense structure than conventional fine unplasticized concrete. The use of high-quality fine concretes with a modified structure for construction of underground structures facilitates the increase in corrosion resistance and improvement in the durability of reinforced concrete structures.
    Key words: permeability of chloride ions, high-quality fine concrete, density of concrete structure, corrosion resistance of concrete, electric charge.
  • REFERENCES
    1. Mai Duc Minh. Calculation of tunnels located in elastoplastic soil, сrossing the fault zone, seismic effects. Stroitel'stvo i rekonstruktsiya, 2013, no. 1, pp. 19-25. (In Russian).
    2. Tran Tuan Minh. Building a system of urban the metro, publisher of Construction. Hanoi, 2015. 288 p.
    3. Tang Van Lam, Dao Viet Doan. Concrete buildings and Underground Mining. Hanoi, Construction Publ., 2015, 378 p.
    4. Aleksashin S. V., Bulgakov B. I. Get fine-grained concrete with high performance. Sbornik nauchnykh trudov Instituta stroitel'stva i arkhitektury [Collection of scientific works of the Institute of civil engineering and architecture]. Moscow, KYUG Publ., 2012, pp. 12-13. (In Russian).
    5. Aleksashin S. V., Bulgakov B. I. Fine-grained concrete for hydraulic engineering, complex organo-modified additive. Vestnik MGSU, 2013, no. 8, pp. 97-103. (In Russian).
    6. Bazhenov Yu. M., Dem'yanova V.S., Kalashnikov V.I. Modifitsirovannyye vysokokachestvennyye betony [Modified high performance concrete]. Moscow, ASV Publ., 2006. 370 p. (In Russian).
    7. Bazhenov Yu. M. Modern technology of concrete. Sovmestnyy mezhdunarodnyy nauchnyy simpozium "Nauchnyye dostizheniya v issledovaniyakh o novykh sovremennykh stroitel'nykh materialakh" [A joint international scientific symposium "Advances in studies on new modern building materials"]. Hanoi, 2006, pp. 12-18. (In Russian).
    8. Bazhenov Yu. M. High performance fine-grained concrete. Stroitel'nyye materialy, 2000, no. 2, pp. 15-16. (In Russian).
    9. Gusev B.V., Fayvusovich A. C. Construction of the mathematical theory of corrosion processes concrete. Stroitel'nyye materialy, 2008, no. 3, pp. 38-41. (In Russian).
    10. Gusev B. V., Fayvusovich A. C. Osnovy matematicheskoy teorii protsessov korrozii betona [Fundamentals of the mathematical theory of concrete corrosion processes]. Moscow, Nauchnyy mir Publ., 2006. 560 p. (In Russian).
    11. Klyuyev A.V. Stalefibrobeton dlya sborno-monolitnogo stroitel'stva. Vestnik BGTU im. V. G. Shukhova, 2011, no. 2, pp. 60-63. (In Russian).
    12. Lyapidevskaya O. B., Bezuglova E. A. New waterproofing material mineral-based protection of underground constructions from corrosion. Vestnik MGSU, 2011, no. 1, pp. 127-130. (In Russian).
    13. Stenechkina K. S., Alimov L. A., Aleksandrova O. V. Kinetika tverdeniya betonov, legirovannykh nanomodifikatorami [The kinetics of hardening concrete doped nanomodifiers]. Nauchnoye obozreniye, 2015, no. 14, pp. 181-187. (In Russian).
    14. Pham Duy Huu, Nguyen Ngoc Long. High strength concrete and high quality. Hanoi, Construction Publ., 2008. 151 p.
    15. Mien T. V., Stitmannaithum B., Nawa T. Chloride penetration into concrete using various cement types under flexural cyclical load and tidal evironment. The IES Journal. Part A. Civil & Structural Engineering, 2009, no. 2(3), p. 13.
    16. ASTM C1202-97. Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration. 2004. 9 p.
    17. Tang Van Lam. Research high performance fine-grained concrete for airport pavement. National University of Civil Engineering. 2010. 98 p.
  • Energy-Saving Housing Construction on the Basis of Import-Substituting High Technology «UNIСON»
  • UDC 691.327:691.175.746.222
    Viktor A. RAKHMANOV, e-mail: info@vniizbbeton.ru
    OAO «VNIIzhelezobeton», ul. Plekhanova, 7, Moscow 111141, Russian Federation
  • REFERENCES
    1. Rakhmanov V. A. New national standard for polystyrene concrete. Beton i zhelezobeton, 2013, no. 6, pp. 24-26. (In Russian).
    2. Rakhmanov V. A. Energy saving house-building based on new innovative materials and technologies. Rossiyskiy stroitel'nyy kompleks, 2011, no. 5-6, pp. 160-164. (In Russian).
    3. Rakhmanov V. A. Calculation method of determination of polystyrene concrete compositon with required strength and minimal density. Promyshlennoe i grazhdanskoe stroitel'stvo, 2009, no. 7, pp. 45-47. (In Russian).
    4. Rakhmanov V. A., Kozlovskiy A. I. Modern aspects of ecological safety of production and use of polystyrene in building. Stroitel'nye materialy, 2009, no. 2, pp. 6-9. (In Russian).
    5. Patent RF 2100322. Sposob izgotovleniya polistirol'nogo zapolnitelya dlya betonnoy smesi i sposob izgotovleniya polistirolbetonnykh izdeliy. Rakhmanov V. A., Kozlovskiy A. I., Toloraya D. F., Rossovskiy V. N., Kozlovskiy R. A. (In Russian).
    6. Patent RF 2153049. Stroitel'nyy element dlya vozvedeniya sten. Rakhmanov V. A., Melikhov V. I., Kazarin S. K., Konov Yu. I. (In Russian).
    7. Patent RF 2299803. Kompleks oborudovaniya zavoda po proizvodstvu polistirolbetonnykh izdeliy. Rakhmanov V. A., Melikhov V. I., Kazarin S. K., et al. (In Russian).
    8. Patent RF 2230717. Konstruktsionno-teploizolyatsionnyy ekologicheski chistyy polistirolbeton, sposob izgotovleniya iz nego izdeliy i sposob vozvedeniya iz nikh teploeffektivnykh ograzhdayushchikh konstruktsiy zdaniy po sisteme "YuNIKON". Rakhmanov V. A., Dovzhik V. G., Melikhov V. I., Kozlovskiy A. I., et al. (In Russian).
    9. Patent RF 2117646. Polistiroltsementnaya smes'. Vinokhodov O. A. (In Russian).
  • ECONOMICS, MANAGEMENT, MARKETING
  • The Role of Building Complex in the Economy of the Republic of Sakha (Yakutia)
  • UDC 69.003:65.011.1(571.56)
    Tuyara N. GAVRILYEVA, e-mail: tuyara@list.ru
    North-Eastern Federal University, ul. Belinskоgo, 58, Yakutsk 677000, Russian Federation
    Abstract. On the basis of standard statistical methods, an analysis of the main indicators of construction is presented. The database includes modern and Soviet statistics. At present, health care and education are the priorities in the current investment policy of the Republic of Sakha (Yakutia). But insufficient high volumes of investments don't make it possible to reduce the deficit of public services facilities in cities and district centers and replace the actively outgoing, worn-out stock in rural settlements. It is necessary to revise the principles of investment planning, take into account migration and demographic processes more fully, proceed to a new system of standards of provision with the social infrastructure with due regard for the regional specificity. The years of reforms were accompanied by painful but necessary structural changes. The building materials industry of the republic is gradually moving to the production of up-to-date products. The productivity significantly increased. The real estate market and mortgage lending are actively developing that makes it possible to significantly increase the volumes of housing construction including the individual construction. However, the transition to a market model has predetermined the appearance of cyclicality, which significantly affects the dynamics of the sector.
    Key words: construction economics, gross regional product (GRP), structural changes, social infrastructure, improvement of housing stock, commissioning of buildings.
  • REFERENCES
    1. Mullakhmedova S. S., Magomedova T. V., Gadzhiev I. M. The role of construction companies in the transformation of the regional economy. Transportnoe delo Rossii, 2008, no. 4, pp. 89-91. (In Russain).
    2. Gavrilyeva T. N. Transformation of the economy of Yakutia in 1900-2015. Materialy Vserossijskoj nauchno-prakticheskoj konferencii na temu: "Kul'tura i politika mezhnacional'nyh i mezhkonfessional'nyh otnoshenij", Jakutsk, 29 okt. 2015. Izdatel'sko-informacionno-tehnologicheskij centr "Alaas" Publ., Jakutsk, 2016. Pp. 225-228. (In Russian).
    3. Tret'jachenko T . V . Resource maintenance of the sectors of the social infrastructure of the municipality: the state and sources of development. Jekonomicheskij vestnik Rostovskogo gosudarstvennogo universiteta, 2007, vol. 5, no. 1, pt. 3, pp. 319-322. (In Russian).
    4. Dolgova A. V. The place and role of the state in the development of the construction industry at the current stage. Fundamental'nye issledovaniya, 2014, no. 11, pt. 3, pp. 580-583. (In Russain).
    5. Elektronnaya baza dannykh Sakha (Yakutiya) stat [Official statistics: Sakha (Yakutia) stat]. Available at: http://sakha.gks.ru (accessed 01.06.2016).
  • The Real Estate Market of Moscow: Major Trends
  • UDC 69.003:728.1
    Jurij A. MAREEV, e-mail: mail@dev-city.ru
    Rimma L. KIEVSKAJA, e-mail: mail@dev-city.ru
    Research and Design Center «City Development», Prospect Mira, 19, str. 3, Moscow 129090, Russian Federation
    Abstract. The article groups (residential, office, retail, warehouse and hotel) the analysis of trends and characteristics of the capital market of real estate. Various sources of baseline data, including official publications and analytical reports of the leading companies engaged in the monitoring of the real estate market of Moscow region for 2013-2015, the forecast for the development of the commercial real estate market of Moscow in the near future. Indicators considered entering real estate as a whole and for certain groups, defined the relationship between the dynamics of the volume of input and suggestions. In particular, for the housing market, both primary and secondary, defined the relationship between the volume of input and suggestions, as well as their impact on the average level of market prices for new buildings. The patterns of real estate development at the major groups for the territories of the "Old Moscow" and "New Moscow" taking into account the structural features of input of real estate, including the level of comfort. Defines the role of mortgage lending to stimulate the housing market and identified the relationship between the reduction in mortgage rates and the increase in demand for primary housing.
    Key words: commercial property, the average price, demand, supply.
  • REFERENCES
    1. Sinenko S. A, Sapozhnikov V. N., Sapozhnikov V. V. Prognozirovanie i planirovanie v usloviyakh rynka. [Forecasting and planning in market conditions]. Moscow, Slovo-Sims Publ., 2002. 172 p. (In Russian).
    2. Oleinik P. P., Brodskii V. I. Planning of building production organization. Tekhnologiya i organizatsiya stroitel'nogo proizvodstva, 2013, no. 2(3), pp. 40-43. (In Russian).
    3. Kievskiy L. V. Housing reform and private construction sector in Russia. Zhilishchnoe stroitel'stvo, 2000, no. 5, pp. 2-5. (In Russian).
    4. Mareev Yu. A., Kievskaya R. L. Moscow real estate market as an indicator of the effectiveness of urban planning decisions. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 3, pp. 10-15. (In Russian).
    5. Kievskiy L. V., Kievskiy I. L., Mareev Yu. A. International rankings of cities as the criteria for urban development. Zhilishchnoe stroitel'stvo, 2015, no. 11, pp. 3-8. (In Russian).
    6. Kievskiy L. V., Kievskaya R. L. Influence of town-planning decisions on the markets of real estate. Promyshlennoe i grazhdanskoe stroitel'stvo, 2013, no. 6, pp. 27 -31. (In Russian).
    7. Kievskiy L. V. The dynamics of the office real estate market. Promyshlennoe i grazhdanskoe stroitel'stvo, 2013, no. 6, pp. 3-6. (In Russian).
    8. Kievskiy L.V. Мultiplicative effects of construction activity. Naukovedenie [Internet journal], 2014, no. 3(22), pp. 104-109. (In Russian).
    9. Levkin S. I., Kievskiy L. V. Town planning aspects of the sectoral government programs. Promyshlennoe i grazhdanskoe stroitel'stvo, 2012, no. 6, pp. 26-32. (In Russian).
    10. Kievskiy L. V., Shul'zhenko S. N., Volkov A. A. Investment policy The developer at the stage of preparation of the organizational. Vestnik MGSU, 2016, no. 3, pp. 111-121. (In Russian).
    11. Shul'zhenko S. N., Kievskiy L. V., Volkov A. A. Improving the methodology for assessing the level of the organizational preparation of areas of concentrated construction. Vestnik MGSU, 2016, no. 3, pp. 135-143. (In Russian).
    12. Available at: http://www.azbuka.ru (accessed 14.06.2016). (In Russian).
    13. Available at: http://www.strategydevelopment.com (accessed 14.06.2016).
    14. Available at: http://www.knightfrank.ru (accessed 14.06.2016).
    15. Available at: http://www.regionalrealty.ru (accessed 14.06.2016). (In Russian).
    16. Available at: http://www.кonti.ru (accessed 14.06.2016). (In Russian).
    17. Available at: http://www.arenda.miel.ru (accessed 14.06.2016). (In Russian).
    18. Available at: http://www.pioneer.ru (accessed 14.06.2016). (In Russian).
    19. Available at: http://www.estatet.ru (accessed 14.06.2016).
    20. Available at: http://www.new.miel.ru (accessed 14.06.2016). (In Russian).
    21. Available at: http://www.capitalgroup.ru (accessed 14.06.2016).
    22. Available at: http://www.jll.ru (accessed 14.06.2016).
    23. Available at: http://www.colliers.ru (accessed 14.06.2016).
    24. Available at: http://www.cushmanwakefield.ru (accessed 14.06.2016).
  • BASES AND FOUNDATIONS, UNDERGROUND STRUCTURES
  • Analysis of Bearing Capacity Reduction of Soils and Foundations under Geocryological Conditions of the Republic of Sakha (Yakutia)
  • UDC 624.139.2
    Artem D. NABEREZHNYI1, e-mail: artemon2003@inbox.ru
    Georgyi P. KUZMIN2, e-mail: kuzmin@mpi.ysn.ru
    Fedor F. POSELSKYI1, e-mail: artemon2003@inbox.ru
    1 North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
    2 Permafrost Institute named after P. I. Melnikov, Siberian Branch of Russian Academy of Sciences, ul. Merzoltnaya, 36, Yakutsk 677010, Russian Federation
    Abstract. As a result of surveying of buildings and structures in three permafrost areas of Yakutia, main reasons for reducing the bearing capacity of bases and foundations have been revealed. When using them according to the 1st principle, the reduction in bearing capacity of permafrost soils of the base occurs as a result of malfunction of ventilated undergrounds, partial thawing of soil due to the warmth of water leaking from engineering networks, improperly performed repair works and landscaping, creation of conditions for intensification of frost heaving forces due to the hydration of the soil around foundations. The main reasons of surveyed collapses in Ust-Nera and Yakutsk were permanent hydration of concrete foundations, low quality of the concrete, reinforcement of piles was constructed not according to the requirements, lower level of foundation soils relatively with the level of surrounding territory. Surveys of buildings and structures, exploited according to the 2nd principle, show that all objects have uneven sedimentary deformations of the foundations. Deformations occurred due to the reduction in bearing capacity as a result of permafrost thawing. Despite the toughening of the requirements to the design of foundations, problems associated with the reduction of bearing capacity of foundation soils exist today at the objects constructed in recent years. The process of piles installation massively used nowadays in the capital construction is very expensive and needs too long time. The analysis of literature and preliminary results of our experiments show that the use of ribs on the side surface of piles can significantly increase the bearing capacity of foundation soils.
    Key words: foundations, permafrost, piles, survey, buildings, structures, deformation, collapse, geocryology, bearing capacity.
  • REFERENCES
    1. Voytkovskyi K. F., Mel'nikov P. I., Porkhaev G.V., Votyakov I. N., Zhigulskiy A. A., et al. Fundamenty sooruzhenyi na merzlykh grutnakh v Yakutii [Foundations of structures on permafrost in Yakutia]. Moscow, Nauka Publ., 1968. 198 p. (In Russian).
    2. Filippov V. V., Poselskyi F. F., Naberezhnyi A. D., Rykov A. V. About collapse of the gallery in the settlement of Aykhal, the Sakha (Yakutia) Republic. Promyshlennoe I grazhdanskoe stroitel'stvo, 2013, no. 8, pp. 22-24. (In Russian).
    3. Tsytovich N. A. Mechanika merzlykh gruntov [Frozen soil mechanics]. Moscow, Visshaya shkola Publ., 1973. 448 p. (In Russian).
    4. Savvina A. E. Syrovatskyi A. A. Problems of pile foundation engineering in the republic of Sakha (Yakutia). Arkhitektura i stroitel'stvo. Tezisy dokladov nauchno-tekhnicheskoy konferencii [Architecture and construction. Abstracts of scientific conference]. Tomsk, 1999. Pp. 45-47. (In Russian).
    5. Volokhov S. S., Solov'eva N. V. Frozen ground strength freezing with piping materials. Osnovaniya, fundamenty I mekhanika gruntov, 2010, no. 5, pp. 25-28. (In Russian).
    6. Sego D. C., Smith L. B. Effect of backfill properties and surface treatment on the capacity of adfreeze pipe piles. Canadian Geotechnical Journal, 1989, vol. 26, no. 4, рр. 718-725.
    7. Holubec Igor. Thread bar pile for permafrost. Nordicana, 1989, no. 54, pp. 341-348.
    8. Akopyan V. F., Kho Chantkha. Iterative methods for determining limit loads on the foundation pile types in the example of the gain of the building in Belovo of the Kemerovo region, taking into account the materials of monitoring technical condition. Global'nyi nauchnyi potencial, 2012, no.1(10), pp. 67-69. (In Russian).
    9. Kachanovskaya L. I., Romanov P. I., Zhelezkov V. N., Ermoshina M. S. About the technical project of JSC "FGC UES", "Uniform design of foundations on screw piles for poles VL35-500kV". Elekticheskiye stancii, 2011, no. 5, pp. 31-35. (In Russian).
    10. Bulatov G. Ya., Lysyakova E. I., Korenevskaya M. A. Generalization of calculation of bearing capacity of the pile on the ground. Stroitel'stvo unikal'nykh zdanyi i sooruzhenyi, 2014, no. 6(21), pp. 120-127. (In Russian).
    11. Vesic A. S. Breakout resistance of objects embedded in ocean bottom. Journal of the Soil Mechanics and Foundations Division, 1971, no. 97 (SM9), pp. 1183-1205.
    12. Mitsch M. P., Clemence S. P. The uplift capacity of helix anchors in sand. American society of Civil Engineers, New York, 1985, pp. 26-47.
    13. Zhang D. J. W. Predicting capacity of helical screw piles in Alberta soils. M. Sc. thesis. Edmonton, University of Alberta, 1999. 304 p.
    14. Sakr M. Axial and lateral behaviour of helical piles in oil sand. Canadian Geotechnical Journal, 2009, vol. 46, no. 9, pp. 1046-1061.
    15. Sharnouby М. М., Naggar M. H. Field investigation of axial monotonic and cyclic performance of reinforced helical pulldown micropiles. Canadian Geotechnical Journal, 2012, vol. 49, pp. 560-573.
    16. Kuz'min G. P., Zhang R. V., Remizov V. A. Sposob izgotovleniya svaynogo fundamenta dlya vechnomerzlogo grunta [Pile foundation of manufacturing method for frozen ground]. Patent RF, no. 2469150 С 1, МPК E02D 27/35, 2012. (In Russian).
    17. Vyalov S. S. Reologicheskiye osnovy mekhaniki gruntov [Rheological basics of soil mechanics]. Moscow, Visshaya shkola Publ., 1978. 447 p. (In Russian).
  • Experimental Studies of Friction Pile Models in Frozen Soils and Methods for Increasing Their Bearing Capacity
  • UDC 624.139.2
    Artem D. NABEREZHNYI, e-mail: artemon2003@inbox.ru
    Alexandra E. SAVVINA, e-mail: a.s.-7@mail.ru
    North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
    Abstract. The article presents the results of studies of friction pile models, carried out in the underground laboratory of the Permafrost Institute named after P. I. Melnikov of the SB RAS during the past two years; ways to increase their bearing capacity by improving the strength of pile adfreezing with interstitial water are considered. The strength of the pile adfreezing is expected to increase through the use of ribbed piles and by selecting the optimal composition of interstitial water for filling the borehole. Tests of ribbed pile models with different rib pitches in sandy soils and a similar smooth pile show that a decrease шт the rib pitches leads to the increase in bearing capacity of piles. Thus, the bearing capacity of the side surface of the ribbed pile with the rib pitch of 1 cm by 2.7 times greater than the side surface bearing capacity of the similar smooth pile. The study of different backfill solutions for filling of boreholes of driven cast-in-situ piles including the degree of strength gain of cement-sand solution under conditions of permafrost soils and and the study of the freezing point of backfills have been conducted.
    Key words: friction piles, ribbed piles, permafrost soil, bearing capacity, brand strength, freezing temperature.
  • REFERENCES
    1. Kolesov A. A., Gornostaev A. V. Sposob vozvedeniya svai na vechnomerzlykh gruntakh [A method of pile installation in permafrost]. А. s. № 2117107, МPК E02D 27/35. (In Russian).
    2. Roman L.T., Pakhomova G. M., Naumov V. P. Svaya [Pile]. А. s. № 606926 С 1, МPК E02D 5/54. (In Russian).
    3. Sboev V. M., Tkach H. B., Fedorov V. K., Annamatov A. M. Ustroystvo dlya formirovaniya v grunte nabivnoy svai [Apparatus for forming piles in the soils]. А. s. № 2117107 С 1, МPК E02D 27/35. (In Russian).
    4. Drobyschevskiy B. A., Mazur V. N. Opora mosta na vechnoy merzlote [Bridge support in permafrost]. А. s. № 76348 МПК7 E01D 19/02. (In Russian).
    5. Voytkovskyi K. F., Mel'nikov P. I., Porkhaev G. V., Votyakov I. N. Fundamenty sooruzhenyi na merzlykh grutnakh v Yakutii [Foundations of structures on permafrost in Yakutia]. Moscow, Nauka Publ., 1968. 198 p. (In Russian).
    6. Holubec Igor. Thread bar pile for permafrost. Nordicana, 1989, no. 54, pp. 341-348.
    7. Kuz'min G. P., Zhang R. V., Remizov V. A. Sposob izgotovleniya svaynogo fundamenta dlya vechnomerzlogo grunta [Pile foundation of manufacturing method for frozen ground]. А. s. № 2469150 С 1, МPК E02D 27/35. (In Russian).
    8. Akopyan V. F., Kho Chantkha. Iterative methods for determining limit loads on the foundation pile types in the example of the gain of the building in Belovo of the Kemerovo region, taking into account the materials of monitoring technical condition. Global'nyi nauchnyi potencial, 2012, no.1(10), pp. 67- 69. (In Russian).
    9. Kachanovskaya L. I., Romanov P. I., Zhelezkov V. N., Ermoshina M. S. About the technical project of JSC "FGC UES", "Uniform design of foundations on screw piles for poles VL35-500kV". Elekticheskiye stancii, 2011, no. 5, pp. 31-35. (In Russian).
    10. Bulatov G. Ya., Lysyakova E. I., Korenevskaya M. A. Generalization of calculation of bearing capacity of the pile on the ground. Stroitel'stvo unikal'nykh zdanyi I sooruzhenyi, 2014, no. 6(21), pp. 120-127. (In Russian).
    11. Vesic A. S. Breakout resistance of objects embedded in ocean bottom. Journal of the Soil Mechanics and Foundations Division, 1971, no. 97 (SM9), pp. 1183-1205.
    12. Mitsch M. P., Clemence S. P. The uplift capacity of helix anchors in sand. American Society of Civil Engineers, New York, 1985, pp. 26-47.
    13. Zhang D. J. W. Predicting capacity of helical screw piles in Alberta soils: M.Sc. Thesis. Edmonton: University of Alberta, 1999. 304 p.
    14. Sakr M. Axial and Lateral Behaviour of Helical Piles in Oil Sand. Canadian Geotechnical Journal, 2009, no. 9, vol. 46, pp. 1046-1061.
    15. Sharnouby М. М., Naggar M. H. Field investigation of axial monotonic and cyclic performance of reinforced helical pulldown micropiles. Canadian Geotechnical Journal, 2012, vol. 49, pp. 560-573.
    16. Berezovskiy B. I. Stroitel'noe proizvodstvo v usloviyakh Severa [Construction production on the North]. Leningrad, Stroyizdat Publ., 1982. 183 p. (In Russian).
    17. Berezovskiy B. I., Liberman I. A., Neklyudov V. S. Spravochnik mastera-stroitelya dlya rabot v Severnoy klimaticheskoy zone [Directory master builder for work in Northern construction climatic zone]. Leningrad, Stroyizdat Publ., 1986. 328 p. (In Russian).
    18. Goncharov Yu. M., Targulyan Yu. O., Vartanov S. H. Proizvodstvo svaynykh rabot na vechnomerzlykh gruntakh [Production of piling in permafrost]. Leningrad, Stroyizdat Publ., 1981. 187 p. (In Russian).
    19. Savvina A. E. Obosnovaniye effektivnoy buroopusknoy tekhnologii svaynykh rabot v usloviyakh Yakutii [Substantiation of effective standpipe technology of piling in Yakutia]. St. Petersburg, SpbGASU Publ., 2001. 139 p. Available at: http://tekhnosfera.com/obosnovanie-effektivnoy-buroopusknoy-tehnologii-svaynyh-rabot-v-usloviyah-yakutii (accessed 21.06.2016).
  • HEAT SUPPLY, VENTILATION, AIR CONDITIONING, LIGHTING
  • Increasing Operational Efficiency of Recuperation Systems under Conditions of Extreme North
  • UDC 697.978
    Victor N. IVANOV, e-mail: tgv-ykt-415@mail.ru;
    Anastasiya V. IVANOVA, e-mail: ivanova_anastasiia@mail.ru
    Lidiya M. BAISHEVA, e-mail: lidiyabaisheva@mail.ru
    North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
    Abstract. Features of the construction under conditions of Extreme North are considered. On the territory of the Republic of Sakha (Yakutia) predominates sharply continental climate with temperature differential amplitude of 100 °C and long harsh winter, the duration of the heating period is about 9-12 months. Because of difficult climatic features, improving the efficiency of operation of systems providing the comfort microclimate in the premises is the most relevance for solving problems of creation of optimal conditions for construction and operation of various engineering facilities and buildings. A method for preservation of the soil thermal regime at anthropogenic changes due to the human impact on the permafrost is presented. A conceptual complex model of improving the operating efficiency of recuperation systems under conditions of the Far North is proposed. Engineering methodology for calculation of heat flows of soil and the pipeline laid in the depth of soil has been developed. The presented technique of engineering calculation of the thermal regime change depending on parameters of external air will make it possible to efficiently use the energy of the cold contained in soils for heating of external air and the energy of cold air for preservation of frozen soil, thereby reducing heat energy costs.
    Key words: thermal regime, extreme continental climate, permafrost soils, cooling pipe, cooling effect, operational period, recuperation system, air temperature dynamics.
  • REFERENCES
    1. Ionin A. A., Hlybov B. M., Bratenkov V. N., Terleckaja E. N. Teplosnabzhenie [Heat supply]. Moscow, Strojizdat Publ., 1982. 336 p. (In Russian).
    2. Stepanov A. V. Teplomassoobmennye svojstva tehnogennyh gruntov kriolitozony [Heat and mass transfer properties of anthropogenic soil Cryolithozone]. Novosibirsk, Nauka Publ., 2011. 152 p. (In Russian).
    3. Fel'dman G. M. Metody rascheta temperaturnogo rezhima merzlyh gruntov [Methods for calculating the temperature of frozen ground]. Moscow, Nauka Publ., 1973. 254 p. (In Russian).
    4. Krylov D. A., Fedotov A. A. Temperature regime of permafrost soil under the building with pile foundation. Vestnik MGTU, 2013, no. 3, pp. 106-116. (In Russian).
    5. Yinghong Qin, Kanghao Tan, Jia Liang. Shading boards with smaller lower-surface thermal emissivity perform better cooling effect. Cold Regions Science and Technology, 2015, vol. 120, pp. 148-160.
    6. CAN/CSA-S500-14 Thermosyphon foundations for buildings in permafrost regions. National Standart of Canada, CSA Group, 2014. 37 p.
    7. Matthew T. Bray. The influence of cryostructure on the creep behavior of ice-rich permafrost. Cold Regions Science and Technology, 2012, vol. 79, pp. 43-52.
    8. Zarling J. P., Breley A. W. Thaw stabilization of roadway embankments constructed over permafrost. Alaska DOT&PF Report No FHWA-AK-RD-87-20, 1986. 34 p.
    9. Feng Wenjie, Wen Zhi, Sun Zhizhong & Wu Junjie. Application and effect analysis of awning measure on cold regions. Proc. of the 8th International symposium on permafrostl engineering (15-17 oct. 2009, Xi'an, Cnina). Lanzhou, Lanzhou University Press, 2009. Pp. 148-160.
    10. Kondrat'ev V. G., Perekupka A. G., Primakov S. S., Petrova A. S. Events to change the mode of heat transfer on the surface of the earth and their influence on the temperature distribution in the soil. Neftjanoe hozjajstvo, 2012, no. 10, pp. 122-125. (In Russian).
    11. Gavrilova M. K. Klimat Central'noj Jakutii [Climate of Central Yakutia]. Jakutsk, Kn. izd-vo Publ., 1973. 119 p. (In Russian).
    12. Balobaev V. T., Skachkov Ju. B., Shender N. I. Prediction of climate change and the power of permafrost Central Yakutia to 2020. Geografija i prirodnye resursy, 2009, no. 2, pp. 50-56. (In Russian).
    13. Chertishhev V. V., Chertishhev V. Vl. Calculation of temperature fields and heat flows in the fixed environment Finite. Izvestija AltGU, 2011, no. 1-2, pp. 176-180. (In Russian).
    14. Tarasova V. A., Harlampidi D. H., Sherstjuk A. V. Simulation of thermal modes of teamwork ground heat exchanger and heat pump system. VEZhPT, 2011, no. 8(53), pp. 34-40. (In Russian).
    15. Zaharov Ju. V. Sudovye ustanovki kondicionirovanija vozduha i holodil'nye mashiny [Ship air conditioning units and chillers]. St. Petersburgs, Sudostroenie Publ., 1972. 568 p. (In Russian).
    16. Kokorin O. Ja. Jenergosberezhenie v sistemah otoplenija, ventiljacii, kondicionirovanija [Energy savings in heating, ventilation, air conditioning]. Moscow, ASV, 2013. 256 p. (In Russian).
    17. Hauezen H. Teploperedacha pri protivotoke, prjamotoke i perekrestnom toke [Heat transfer with countercurrent, co-current and cross-current]. Moscow, Jenergoizdat Publ., 1981. 384 p. (In Russian).
    18. Karpis E. E. Jenergosberezhenie v sistemah kondicionirovanija vozduha [Energy saving in air conditioning systems ]. Moscow, Strojizdat Publ., 1983. 319 p. (In Russian).
    19. Bogoslovskij V. N., Kokorin O. Ja., Petrov L. V. Kondicionirovanie vozduha i holodosnabzhenie [Air conditioning and refrigeration]. Moscow, Integral Publ., 2014. 367 p. (In Russian).
    20. Spravochnik po teploobmennikam: v 2-h t. [Handbook for heat exchangers]. Moscow, Jenergoatomizdat Publ., 1987. Vol. 2. Pp. 96-104. (In Russian).
  • Rational Heating and Engineering Accomplishment Systems in Individual Construction of the Far North
  • UDC 697.243.54
    Egor G. SLOBODCHIKOV, e-mail: egor-sakha@mail.ru
    Alexey E. MESTNIKOV, e-mail: mestnikovae@mail.ru
    North-Eastern Federal University, ul. Belinskogo, 58, Yakutsk 677000, Russian Federation
    Abstract. Since the 2000s the pace of housing construction in the Far North increased considerably. The volume of the individual building is a half of the total volume. Geographical and territorial peculiarities of the Far North and surrounding areas involve mostly the use of autonomous systems of engineering maintenance of buildings. The quality of life in extreme conditions depends on the efficiency and reliability of these systems. The article presents the results of the implementation and operation of the modern self-contained heating and water supply systems on the territory of Yakutia. The authors analyze the operation of autonomous solid fuel fired boilers of different manufacturers on local fuel. A pilot project of complex engineering preparation of residential buildings in the Arctic areas that makes it possible to organize individual systems of heat, water supply, and water disposal systems in hard to reach places is considered.
    Key words: autonomous sources of heat supply, solid fuel boilers of long burning, engineering accomplishment, design coefficient of efficiency, full-scale survey, decentralized areas at the North.
  • REFERENCES
    1. Gagarin V. G., Kozlov V. V. Requirements for thermal protection and energy efficiency in the draft of the updated SNiP "Thermal protection of buildings". Stroitel'nye materialy, 2011, no. 8, pp. 2-6. (In Russian).
    2. Gagarin V. G. Macroeconomic aspects of justification of energy saving actions at the increase of thermal envelope construction of buildings. Stroitel'nye materialy, 2010, no. 3, pp. 8-16. (In Russian).
    3. Mestnikov A. E., Kardashevskij A. G. Energy-efficient low-rise building in Yakutia. II Vserossiyskaya nauchnaya konferentsiya s mezhdunarodnym uchastiem "Energo- i resursoeffektivnost' maloetazhnykh zhilykh zdaniy" [II Scientific Conference with international participation "Energy and resource efficiency of low-rise residential buildings"]. 24-26 march 2015. Novosibirsk, Institute of Thermal Physics SB RAS Publ., pp. 39-41. Available at; www.itp.nsc.ru/conferences/ mzhz_2015 (accessed 20.06.2016). (In Russian).
    4. Arhangel'skaja E. A., Arhangel'skaja Y. S. Methods of assessing the investment requirements for the modernization of engineering infrastructure of rural settlements in the Republic of Sakha (Yakutia). III Vserossiyskaya nauchno-prakticheskaya konferentsiya "Sovremennye problemy stroitel'stva i zhizneobespecheniya: bezopasnost', kachestvo, energo- i resursosberezhenie" [III All-Russian scientific-practical conference "Modern problems of building and life safety, quality, energy and resource efficiency"]. 3-4 march 2014. Yakutsk, North-Eastern Federal University named after M. K. Ammosova Publ., 2014, pp. 432-442. (In Russian).
    5. Dunichkin I. V. Low-rise construction in the settlements of Russia environmental. Zhilishhnoe stroitel'stvo, 2011, no. 4, pp. 45-47. (In Russian).
    6. Zhirkova M. V., Slobodchikov E. G., Ivanov V. N., Fedorova E. B. Increasing fuel efficiency of autonomous boilers for the sustenance of small communities of Yakutia. III Vserossiyskaya nauchno-prakticheskaya konferentsiya "Sovremennye problemy stroitel'stva i zhizneobespecheniya: bezopasnost', kachestvo, energo- i resursosberezhenie" [III All-Russian scientific-practical conference "Modern problems of building and life safety, quality, energy and resource efficiency"]. 3-4 march 2014. Yakutsk, North-Eastern Federal University named after M. K. Ammosova Publ., 2014, pp. 86-92. (In Russian).
    7. Petrova A. I., Gordeev M. A. The value of small-scale power in the energy supply of the Far North. XVI mezhdunarodnaya mezhvuzovskaya nauchno-prakticheskaya konferentsiya studentov, magistrantov, aspirantov i molodykh uchenykh "Stroitel'stvo - formirovanie sredy zhiznedeyatel'nosti" [XVI International interuniversity scientific-practical conference of students, undergraduates, graduate students and young scientists "Construction - the formation of living environment"]. 24-26 April 2013. Moscow, MGSU Publ., 2013, pp. 606-608. (In Russian).
    8. Maaijen R., Zeiler W., Boxem G., Maassen W. Control of energy consumption of buildings, taking into account the features users. Energosberezhenie, 2013, no. 1, pp. 56-59. (In Russian).
    9. Neustroev S. S., Vinokurov A. A., Arhangel'skaja E. A., Kornilov T. A. Small innovative enterprises of construction specialization as elements of innovation infrastructure of the federal university. Promyshlennoe i grazhdanskoe stroitel'stvo, 2012, no. 1, pp. 11-13. (In Russian).
    10. Ratnikov A. A. Avtonomnye sistemy kanalizatsii. Teoriya i praktika [Autonomous sewer system. Theory and practice]. Moscow, AVOK-PRESS Publ., 2008. 104 p. (In Russian).
    11. Fajst V. Osnovnye polozheniya po proektirovaniyu passivnykh domov [The main provisions on the design of passive houses]. Moscow, ASV Publ., 2011. 144 p. (In Russian).
    12. Kanev S.N., Toropkov S.A. From public to modern heating systems. Energosberezhenie, 2011, Special Issue, pp. 39-43. (In Russian).
  • TECHNOLOGY AND ORGANIZATION OF CONSTRUCTION
  • Contemporary Issues of Personnel Management under Conditions of CAD of Construction Objects
  • UDC 69.009
    Sergey N. BOLSHAKOV, e-mail: s.n.bolshakov@list.ru
    Anastasia Y. SLAVINA, e-mail: slavinaAY@mgsu.ru
    Sergey A. SINENKO, e-mail: sasin50@mail.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. The article considers modern automated systems of personnel management which are intended for optimizing the work of the management and personnel of HR departments of the enterprises and also play a large role in increase in productivity of their work. It is emphasized that the use of automation equipment in design when scheduling the work with personnel makes it possible to take into account features of the construction sphere, to reduce production costs and increase the quality of labor. At present, this can be realized with the help of virtual forms of labor organization. It is noted that many companies of the construction industry, for the purpose of ensuring the flexibility and to avoid various movements, form virtual teams in which employees can be where they are comfortable. In some cases, several such teams, which offices carry out the activity in a virtual manner, can be located in various cities, regions, and even countries. The main difficulties and problems in virtual teams are designated. Recommendations concerning the solution of communication problems and improvement in the work of virtual groups of designers are made for the heads.
    Key words: automated system of personnel management, organizational structure, virtual forms of labor organization, information and communication technologies, virtual teams.
  • REFERENCES
    1. Zhadanovskij B. V., Sinenko S. A., Kuzhin M. F. Analysis of the data needed for organizational and technological design works on reconstruction of buildings and structures. Tehnologija I organizacija stroitel'nogo proizvodstva, 2014, no. 3(8), pp. 43-45. (In Russian).
    2. Malyha G. G., Sinenko S. A., Vajnshtejn M. S., Guseva O. B. Methods of transmitting information in CAD. Vestnik MGSU, 2012, no. 1, pp. 159-163. (In Russian).
    3. Kolesnikova E. B., Kuz'mina T. K., Sinenko S. A. Reshenie organizacionno-tehnologicheskih zadach [The decision of organizational-technological problems]. Moscow, ASV Publ., 2015. 96 p. (In Russian).
    4. Sinenko S. A., Kuz'mina T. K. Modern information technology in customer service (technical customer). Nauchnoe obozrenie, 2015, no. 18, pp. 156-159. (In Russian).
    5. Serdyuk V. A. Serdyuk V. A. Network and virtual organizations: state and prospects of development. Management in Russia and abroad, 2014, no. 5, pp. 32-36. (In Russian).
    6. Kuz'mina T. K., Sinenko S. A. Information modeling construction in the technical customer. Estestvennye i tehnicheskie nauki, 2015, no. 11 (89), pp. 645-647. (In Russian).
    7. Lapidus A. A. Actual problems of organizational and technological design. Tehnologija I organizacija stroitel'nogo proizvodstva, 2013, no. 3(4), p. 1. (In Russian).
    8. Sinenko S. A., Malyha G. G., Vajnshtejn M. S., Guseva O. B. Data processing system to CAD. Vestnik MGSU, 2012, no. 1, pp. 164-171. (In Russian).
    9. Telichenko V. I., Morozenko A. A. Development of the structure of virtual organizations in investment and construction projects. Tehnologija I organizacija stroitel'nogo proizvodstva, 2013, no. 2(3), pp. 21-28. (In Russian).
    10. Volkov A., Chulkov V., Kazaryan R., Sinenko S. Acting adaptation and human parity in the triad "man- knowledge-methods". Applied Mechanics and Materials, 2014, vol. 584-586, pp. 2681-2684. (In English).
    11. Volkov A. A., Bol'shakov S. N. Modular Process implementation optimization model of operational management in the problems of building a "virtual" organizations. Nauchnoe obozrenie, 2013, no. 10, pp. 104-109. (In Russian).
    12. Bol'shakov S. N., Volkov A. A. On the question of design and construction of virtual organizational structures in construction. Vestnik MGSU, 2013, no. 11, pp. 218-225. (In Russian).
    13. Morozenko A. A., Telichenko V. I. Evaluation of flexibility of investment and construction of the project on the basis of the information approach. Promyshlennoe i grazhdanskoe stroitel'stvo, 2012, no. 4, pp. 62-65. (In Russian).
  • Reducing the Length of Investment Cycle by Smoothing Contradictions among Its Participants
  • UDC 69.009
    Boris F. SHIRCHIKOV, e-mail: webrus7@gmail.com
    Aleksey M. SLAVIN, e-mail: slavinam@mgsu.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. The article analyzes the interaction of participants of an investment-construction project on the basis of powers and functions of its parties. It is noted that the efficiency of the investment project can be characterized by integral indicators of economic efficiency, which take into account results and costs of the project. Classification of the investment projects on the basis of a number of signs is proposed. The investment project is presented systematically that makes it possible to regulate the interaction of participants of the project through risk management. This is realized at all phases of the project life cycle with the use of monitoring and necessary correcting impacts on the mechanism of interaction among the project participants. The life cycle of the investment project consists of a series of successive phases. For more effective control over the development of the investment project, each phase can be divided into smaller components (phases and stages), each of which has its own objectives and implementation mechanisms. To implement the investment project, a clear list of its participants (subjects) with the distribution of roles and responsibilities among them is provided. Characteristics of subjects of investment activities are presented.
    Key words: participants of investment activities, life cycle of project, investment-construction project, schedules.
  • REFERENCES
    1. Lapidus A.A. Actual problems of organizational and technological design. Tehnologija I organizacija stroitel''nogo proizvodstva, 2013, no. 3 (4), p. 1. (In Russian).
    2. Lapidus A. A. Actual problems of professional training of specialists in the field of technology and organization of construction production. Tehnologija I organizacija stroitel''nogo proizvodstva, 2014, no. 1, p. 1. (In Russian).
    3. Lapidus A. A., Cherednichenko N. D. The actual planning of building production in modern conditions. Nauchnoe obozrenie, 2015, no. 21, pp. 338-341. (In Russian).
    4. Kuz'mina T. K., Sinenko S. A. Information modeling in the construction work the technical customer. Estestvennye i tehnicheskie nauki, 2015, no. 11, pp. 637-639. (In Russian).
    5. Shirshikov B. F., Akulich V. V. Osobennosti razrabotki organizacionno-tehnologicheskih reshenij pri vypolnenii stroitel'no-vosstanovitel'nyh rabot v chrezvychajnyh uslovijah [Features of the development of organizational and technological solutions for construction and restoration work in extraordinary conditions]. Moscow, NIU MGSU Publ., 2015. 116 p. (In Russian).
    6. Kuz'mina T. K. Modern information technologies in the service of the customer (a technical customer). Nauchnoe obozrenie, 2015, no. 18, pp. 156-159. (In Russian).
    7. Kuz'mina T. K., Slavin A. M. Modeling of activities of a technical customer at the stage of technical supervision. Promyshlennoe i grazhdanskoe stroitel'stvo, 2015, no. 4, pp. 62-66. (In Russian).
    8. Olejnik P. P. Analysis and development of standards the duration of construction of residential buildings of type series. Mehanizacija stroitel'stva, 2008, no. 2, pp. 18. (In Russian).
    9. Olejnik P. P., Brodskij V. I. System of standardization of construction operations arrangement. Vestnik MGSU, 2012, no. 6, pp. 119-125. (In Russian).
    10. Tihomirov S. A., Kievskij L. V., Kuleshova Je. I., Kostin A. V., Sergeev A. S. Urban development process modeling. Promyshlennoe i grazhdanskoe stroitel'stvo, 2015, no. 9, pp. 51-55. (In Russian).
    11. Zhadanovskij B. V., Sinenko S. A., Kuzhin M. F. Rational organizational-technological scheme of production of construction works in terms of reconstruction of existing enterprises. Tehnologija I organizacija stroitel''nogo proizvodstva, 2014, no. 1, pp. 38-40. (In Russian).
    12. Shirshikov B. F., Ognev I. A., Stepanova V. S. Analysis of financing at optimal sequence of block construction of residential houses. Promyshlennoe i grazhdanskoe stroitel'stvo, 2015, no. 12, pp. 63-67. (In Russian).
    13. Olejnik P. P., Brodskij V. I. Preparation of construction production in the construction and reconstruction of industrial enterprises. Bjulleten' stroitel'noj tehniki, 2013, no. 1 (941), pp. 56-58. (In Russian).
    14. Sheina S. G., Cherednichenko N. D. Modeling of the process of developing schedules. Naukovedenie, 2014, no. 1(20). (In Russian). Available at: http://naukovedenie.ru/index.php?p=issue-1-14. (accessed 14.03.2016). (In Russian).
    15. Zhadanovsky B. V. Renovation of existing urban buildings. Nauchnoe obozrenie, 2015, no. 21, pp. 317-320. (In Russian).
  • Improvement of Contract Systems in Industrial Construction
  • UDC 69.05:658.5.012.2
    Pavel Р. OLEINIK, e-mail: cniomtp@mail.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. It is proposed to strengthen the existing contract systems in construction with concession schemes which should contain the concept, basic requirements, and construction stages as well as conditions for their implementation. An experience in the nodal design and construction of industrial objects with the wide use of large-block assembling of coverings is an efficient alternative to the development of concession schemes. An experience in the construction of production buildings of machine industry is presented. In particular, an industrial complex consisting of sub-complexes, such as an industrial site, communal zone, base of building industry, units of thermal power station etc., is considered. Every sub-complex is divided into units and plots which are indicated on the master plans of sub-complexes. The composition of a start-up complex should provide the organization of technologically substantiated execution of works with the purpose of achieving, in short terms, the technical readiness for automated testing and check-out of technological lines, offices, and plants. The use of the nodal method fits well with large-block assembling of coverings with the use of conveyor lines for the assembly of structures. Introduction of the concession schemes in the contract schemes significantly increases the responsibility of building organizations and will be an important motivation for introducing innovations.
    Key words: industrial construction, concession scheme, contract system, nodal method, large-block assembling, start-up complex.
  • REFERENCES
    1. Brodsky V. I. Basic conditions of the organization of mobile constructive system. Sovremennaya nauka: aktual'nye problemy i puti ikh resheniya, 2015, no. 3(16), pp. 30-32. (In Russian).
    2. Ershov M. N., Lapidus A. A., Telichenko V. I. Tekhnologicheskie protsessy v stroitel'stve [The technological processes in construction]. Book 6. Moscow, ASV Publ., 2016. 104 p. (In Russian).
    3. Yevdokimov N. I., Myagkov A. D. Universal modular opasplint. Patent RF 2148138. Available at: http://www.findpatent.ru/patent/214/2148138.html (accessed 21.07.2016).
    4. Zhadanovsky B. V. Sinenko S. A., Kuzhin M. F. Rational orgational-technological schemes of construction and installation works in a reconstruction of the pre-acceptance. Tekhnologiya i organizatsiya stroitel'nogo proizvodstva, 2014, no. 1, pp. 38-40. (In Russian).
    5. Kuzina O. N., Chulkov V. O. Information technology of formation of the order for building reorganization in an interactive mode. Promyshlennoe i grazhdanskoe stroitel'stvo, 2011, no. 3, pp. 41-42. (In Russian).
    6. Lapidus A. A. Improving product quality - the main task of re-regulation in the form of technical construction. Vestnik MGSU, 2011, no. 8, pp. 358-362. (In Russian).
    7. Oleinik P. P., Brodsky V. I. Basic requirements for the composition and content of the project co-production work. Tekhnologiya i organizatsiya stroitel'nogo proizvodstva, 2013, no. 3 (4), pp. 35-38. (In Russian).
    8. Shirshikov B. F., Slavin A. M., Stepanov V. S, Mikheev S. O. Minimizing the duration of construction of objects on the basis of the useof information-dynamic network models. Promyshlennoe i grazhdanskoe stroitel'stvo, 2016, no. 3, pp. 70-75. (In Russian).
    9. Oleinik P. P., Grigorieva L. S., Brodsky V. I. Outstripping engineering preparation of construction sites. Applied Mechanics and Materials, 2014, vol. 580-583, pp. 2294- 2298.
  • Concept of Integrated Automated Control System for Tower Concrete Batching Plant
  • UDC 004.8:681.3:666.972
    Andrey V. OSTROUKH, e-mail: ostroukh@mail.ru
    Yuriy E. VASILIEV, e-mail: vashome@yandex.ru
    Eduard V. KOTLIARSKIY, e-mail: еco.46@mail.ru
    Irina S. STREKHA, e-mail: streha22@gmail.com
    State Technical University - MADI, Leningradsky prospect, 64, Moscow 125319, Russian Federation
    Abstract. The concept of integrated automated control system (ACS) for a tower concrete batching plant, which is a set of hardware maintenance, information, mathematical and software for management of technological objects of the concrete batching plant is proposed in the article. The system is scalable and can include a variety of local ACS of process of concrete mixes preparation, storage of inert materials and cement, targeted distribution of concrete, traffic control service, laboratory, hydrothermal treatment, weight service, subsystems of access control, personnel management jobs. In accordance with the proposed concept, the complex automated system should provide the optimum level of automation of the collection and processing of information for generating control signals and transmitting them without loss and distortion to the actuators in order to achieve the most efficient operation of the concrete plant.
    Key words: concrete batching plant, reinforced concrete products, mnemonic scheme, automated control system (ACS), control, technological process.
  • REFERENCES
    1. Ostroukh A. V., Nikolaev A. B. Intellektual'nye sistemy v nauke i proizvodstve [Intelligent systems for science and industry]. Saarbrucken, Germany, Palmarium Academic Publishing, 2012. 312 p. (In Russian).
    2. Ostroukh A. V., Tyan' Yu. Modern methods and approaches to construction of control systems of production and technological activities of industrial enterprises. Avtomatizatsiya i upravlenie v tekhnicheskikh sistemakh, 2013, no. 1, pp. 29-31. (In Russian).
    3. Ostroukh A. V., Tian Yu. Development of the information and analytical monitoring system of technological processes of the automobile industry enterprise. In the World of Scientific Discoveries, series B, 2014, vol. 2, no. 1, pp. 92-102.
    4. Kabir M. R., et al. Automated control system of concrete batching plant. Avtomatizatsiya i upravlenie v tekhnicheskikh sistemakh, 2014, no. 3(11), pp. 178-190. (In Russian).
    5. Kabir M. R., et al. A systematic approach to the design of control systems the process of preparation of concrete mix. Avtomatizatsiya i upravlenie v tekhnicheskikh sistemakh, 2014, no. 3(11), pp. 191-200. (In Russian).
    6. Ostroukh A. V., Nedoseko I. V., Aysarina A. A. Automated control system of concrete mixing plant with twin shaft mixer for concrete plant fast. Promyshlennye ASU i kontrollery, 2015, no. 7, pp. 3-9. (In Russian).
    7. Available at: www.oru.it/en (accessed 11.09.2015).
    8. Aysarina A. A. Brief overview of equipment concrete batching plants Elkon. Avtomatizatsiya i upravlenie v tekhnicheskikh sistemakh, 2015, no. 2, pp. 46-54. (In Russian).
    9. Surkova N. E., Ostroukh A. V. Metodologiya strukturnogo proektirovaniya informatsionnykh sistem [Methodology structural design of information systems]. Krasnoyarsk, Nauchno-innovatsionnyi tsentr Publ., 2014. 190 p. (In Russian).
    10. Bashmakov I. A., et al. An overview of the technology of concrete mixtures transportation by road transport. Avtomatizatsiya i upravlenie v tekhnicheskikh sistemakh, 2013, no. 4.2, pp. 178-189. (In Russian).
    11. Ostroukh A. V., Bashmakov I. A., Polgun M. B. Process-functional model of transportation mix concrete. Journal of Transportation Technologies, 2014, vol. 4, iss. 2, pp.157-163. DOI: 10.4236/jtts.2014.42016.
    12. Ostroukh A. V., Bashmakov I. A., Surkova N. E. Process model of the technology of concrete mixtures transportation by road. World Applied Sciences Journal, 2014, vol. 31, no. 4, pp. 500-507. DOI: 10.5829/idosi.wasj.2014.31.04.333.
    13. Available at: www.elticon.ru (accessed 11.09.2015).