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



Contents of issue № 6 (june) 2016

  • JUBILEE OF ORGANIZATION
  • TSNIIPROMZDANII: 55 Years
  • Viktor V. GRANEV, e-mail:cniipz@cniipz.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • Protection of Multistory Buildings from Progressing Collapse
  • UDC 624.046
    Emil N. KODYSH, Nikolay N. TREKIN, Denis A. CHESNOKOV, e-mail: otks@narod.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
    Abstract. On the basis of the analysis of national and foreign normative documents, experience of design and references, recommendations for development of uniform norms of protection of multistoried buildings against the progressing collapse are given. Their purpose is the minimization of capital investments. Buildings with bracing, frame bracing and monolithic frameworks were studied. To calculate the building for progressing collapse, two options of structural schemes, removal of an outside column and a pillar in the span, were considered. The calculation for a special combination of loads including normative values of constant and long-acting temporary loads was made. It is proposed to introduce the differentiated classification of buildings with due regard for their social significance and responsibility degree as well as to clarify requirements for space-planning and constructive solutions in order to provide the "increased stability" of evacuation ways (strengthening of staircases, arrangement of monolithic "shirt", the use of reinforcement with yield point etc.) and temporary stability of other rooms. For the most vulnerable structure it is necessary to provide the protection in the form of strengthening, up to the welding of corner and other columns with steel sheet at the height of 2 m.
    Key words: multistory buildings, regulatory base, progressing collapse, stability increase, constant and long-acting temporary loads.
  • REFERENCES
    1. Almazov V. O., Plotnikov A. I., Rastorguev B. S. Problems resistance buildings progressive destruction. Vestnik MGSU, 2011, no. 2-1, pp. 16-20. (In Russian).
    2. Geniev G. A., Kolchunov V. I., Klyueva N. V., et al. Prochnost' i deformativnost' zhelezobetonnykh konstruktsiy pri zaproektnykh vozdeystviyakh [The strength and deformability of reinforced concrete structures under beyond-design impacts]. Мoscow, АSV Publ., 2004. 215 p. (In Russian).
    3. Eremeev P. G. Preventing avalanche (progressive) collapse of bearing designs of long-span structures under accidental impacts. Stroitel'naya mekhanika i raschet sooruzheniy, 2006, no. 2, pp. 65-71. (In Russian).
    4. Rastorguev B. S. Calculation methods of buildings for resistance to progressive collapse. Vestnik Otdeleniya stroitel'nykh nauk Rossiyskoy akademii arkhitektury i stroitel'nykh nauk, 2009, no. 13, pp. 15-20. (In Russian).
    5. Travush V. I., Kolchunov V. I., Klyueva N. V. Some directions of development of survivability theoriy of structural systems of buildings and structures. Promyshlennoe i grazhdanskoe stroitel'stvo, 2015, no. 3, pp. 4-9. (In Russian).
    6. MDS 20-2.2008. Vremennye rekomendacii po obespecheniyu bezopasnosti bol'sheproletnyh sooruzhenij ot lavinoobraznogo (progressiruyushchego) obrusheniya pri avarijnyh vozdejstviyah [Temporary recommendations on the safety of long-span structures from avalanche (progressive) collapse under accidental impacts]. Moscow, FGUP "NIC "Stroitel'stvo" Publ., 2008. 17 p. (In Russian).
    7. Rekomendatsii po zashchite zhilykh zdaniy stenovykh konstruktivnykh sistem pri chrezvychaynykh situatsiyakh [Recommendations for the protection of buildings residential wall structural systems in emergency situations], Moscow, Moskomarkhitektura Publ., 2002. 17 p. (In Russian).
    8. Rekomendatsii po zashchite zhilykh karkasnykh zdaniy pri chrezvychaynykh situatsiyakh [Recommendations for the protection of residential framed buildings in emergency situations]. Moscow, Moskomarkhitektura Publ., 2002. 11 p. (In Russian).
    9. Rekomendatsii po zashchite zhilykh zdaniy s nesushchimi kirpichnymi stenami pri chrezvychaynykh situatsiyakh [Recommendations for protecting residential buildings with load-bearing brick walls during emergencies]. Moscow, Moskomarkhitektura Publ., 2002. 14 p. (In Russian).
    10. Rekomendatsii po zashchite monolitnykh zhilykh zdaniy ot progressiruyushchego obrusheniya [Recommendations to protect residential buildings from progressive collapse]. Moscow, Moskomarkhitektura Publ., 2005. 40 p. (In Russian).
    11. Rekomendacij po zashchite vysotnyh zdanij ot progressiruyushchego obrusheniya [Recommendations for the protection of tall buildings from progressive collapse]. Moscow, MNIITEP Publ., 2006. 34 p. (In Russian).
    12. STO 008-02495342-2009. Predotvrashchenie progressiruyushchego obrusheniya zhelezobetonnykh monolitnykh konstruktsiy zdaniy [Preventing progressive collapse of reinforced concrete monolithic structures of buildings]. Moscow, TSNIIPromzdanii Publ., 2009. 23 p. (In Russian).
    13. STO NOSTROY/NOP 2.7.143-2014. Povyshenie seysmostoykosti sushchestvuyushchikh mnogoetazhnykh karkasnykh zdaniy. Proektirovanie i stroitel'stvo. Pravila, kontrol' vypolneniya i trebovaniya k rezul'tatam rabot [Improving the seismic resistance of existing multistory frame buildings. The design and construction. Rules, the monitoring of implementation and requirements to results of works]. Moscow, BST Publ., 2014. 93 p. (In Russian).
    14. Kodysh E. N., Trekin N. N. Sustainability of precast concrete braced frame buildings from progressive collapse. Sb. nauchnykh trudov "Predotvrashchenie avariy zdaniy i sooruzheniy [a collection of nauchnyh works "the Prevention of accidents of buildings and constructions"]. Мoscow, 2009. Pр. 142-145. (In Russian).
    15. UFC4-023-3. Design of buildings to resist progressive collapse, USA. 245 p.
    16. EN 1991-1-7-2009. Evrokod 1. Vozdeystvie na konstruktsii [Impact on design]. Vol. 1-7. Osobye vozdeystviya [Special effects]. Minsk, Minstroyarkhitektury Publ., 2010. 67 p. (In Russian).
  • Save the V. G. Shukhov Radio Tower
  • UDC 624.971.014.2:654.19
    Viktor V. GRANEV, e-mail: cniipz@cniipz.ru
    Aleksandr N. MAMIN, e-mail: otozs@yandex.ru
    Emil N. KODYSH, e-mail: otks@yandex.ru
    Vladimir V. BOBROV, e-mail: otozs@yandex.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
    Mikhail N. ERSHOV, e-mail: mersh007@yandex.ru
    PSP «KiN», ul. Vasilisy Kozhinoy, 14, korp. 6, Moscow 121096, Russian Federation
    Sergey A. MATVEYUSHKIN, e-mail: samatvey@gmail.com
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. There is a review of works of the outstanding Russian scientist and engineer V. G. Shukhov. The technique and results of inspection of designs of one of the most famous creation, a monument of cultural heritage known as "Shukhov Tower" in Moscow are presented. The assessment of technical conditions of the tower made by specialists of TSNIIPromzdany has revealed many defects, among them are cracks, corrosion, lack of bond between posts in the rubble part of the foundation that reduces the total stability of the structure, exceeding the maximum stresses in separate elements etc. Various options of the monument saving were proposed. As a result of the open competition, the project, providing the construction of a supporting structure inside the tower which, taking the portion of vertical loads, will protect the object from accident, has been selected. A temporary supporting tower is a spatial, hexagonal in plan, lattice pyramid. Technical solutions, which make it possible to save the remarkable monument of cultural heritage - "Shukhov Tower", were considered.
    Key words: Shukhov radio tower, corrosion, supporting tower, vertical loads, inspection, technical conditions.
  • REFERENCES
    1. Granev V. V., Kodysh E. N., Mamin A. N. To the 160th anniversary of the birth of V. G. Shukhov. Promyshlennoe i grazhdanskoe stroitel'stvo, 2013, no. 2, p. 73-76. (In Russian).
    2. Ershov M., Eremin D., Korchunov A. On the 90th anniversary of the constructions of V. G. Shukhov radio tower on Shabolovka. Reconstruction (restoration) of the tower of the brilliant Russian engineer. Tekhnicheskoe regulirovanie, 2012, no. 1, pp. 32-36. (In Russian).
    3. V. G. Shukhov (1853-1931). Iskusstvo konstruktsii [Art design]. Pod red. R. Grefe, M. Gappoeva, O. Perchi; per. s nem. Moscow, Mir Publ., 1995. 192 p. (In Russian).
    4. Metallokonstruktsii nadstroyki bashni Shukhova dlya krepleniya antenn UKV-ChM [Metal add-ons Shukhov tower for mounting antennas VHF-FM]. 1991. Arkhiv TsNIIPSK im. Mel'nikova, shifr 20-F 5720-1-KM. (In Russian).
    5. Travush V. I. Obrabotka rezul'tatov obsledovaniy bashni V. G. Shukhova, vypolnennykh v 1947-2008 gg [Processing of the results of surveys of the tower Vladimir Shukhov, made in 1947-2008 gg]. Moscow, ENPI Publ., 2010. 37 p. (In Russian).
    6. Granev V. V., Mamin A. N., Kodysh E. N., Kuznechenko S. A., Ershov M. N. Operating сonditions of bearing structures of the shukhov radio tower. Promyshlennoe i grazhdanskoe stroitel'stvo, 2012, no. 12, pp. 90-92. (In Russian).
    7. Tekhnicheskiy otchet po rezul'tatam obsledovaniya stroitel'nykh konstruktsiy radiobashni Shukhova, raspolozhennoy po adresu: g. Moskva, ul. Shukhova, 10, str. 2 [The technical report "By results of inspection of building constructions of Radiobashni Shukhov, located at the address: Moscow, Shukhov St., 10, p. 2"]. TSNIIPromzdanii, 2011. 100 p. (In Russian).
    8. Petropavlovskaya I. A. Shabolovskaya tower in Moscow (1919 - 2013). (Reconstruction projects). Sb. tr. Godichnoy nauch. konf. IIET RAN 2011 g., posvyashchennoy 120-letiyu so dnya rozhdeniya S. I. Vavilova [Proceedings of the Annual scientific conference ihst 2011, dedicated to the 120th anniversary since the birth of S. I. Vavilov]. Moscow, Yanus-K Publ., 2011, pp. 560-563. (In Russian).
  • Experimental Study of Precast Structures of Stand Flooring of the Football Stadium for 45 000 Spectators in Rostov-on-Don
  • UDC 725.826.053.2:796.332
    Nikolay G. KELASYEV, e-mail: kelasyev@mail.ru
    Kirill V. AVDEEV, e-mail: cniipz@cniipz.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
    Abstract. The main design solutions are considered and the main parameters of precast reinforced concrete flooring of stands of the stadium for 45 000 spectators in Rostov-on-Don are presented. When developing the project documentation, the decision was taken to use precast reinforced concrete steps of stand flooring at this object. The use of prefabricated structures, as the steps of stands, at a slight increase in cost, makes it possible to reduce the complexity of construction of the stadium structures and accelerate the installation process, to abandon works on additional finishing as well as improve their quality. The flooring of the stands is provided with horizontal and vertical walls of 150 mm thickness. The breakdown of stands flooring to the elements was carried out with due regard for the lifting capacity of crane equipment, which was involved in the process of building of the football stadium. The program of tests of precast structures of the stands flooring is explained, and the sequence of their conduct is shown. The scheme of tests and the manner of loading of structures, which were subjected to tests, are described. Data on test loads and deflections, which were controlled in the process of tests, are presented. The results obtained were analyzed and conclusions were made.
    Key words: precast concrete flooring of stands, program of tests, scheme of tests, test results.
  • REFERENCES
    1. Granev V. V., Leykina D. K., Motorin V. V. Football stadiums for the 2018 World Cup. Tradition and innovation. Arkhitektura. Stroitel'stvo. Dizayn, 2011, no. 4, pp. 10-13. (In Russian).
    2. Kelas'ev N. G., Chernomaz A. P. Optimization of construction solutions when designing a football stadium for 45 000 spectators in Rostov-on-Don. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 7, pp. 48-50. (In Russian).
    3. Zaklyuchenie ob ispytanii nastila tribun Ispytatel'nogo tsentra "Akademstroyispytaniya" Rostovskogo gosudarstvennogo stroitel'nogo universiteta [The conclusion of the test flooring stands the Test Center "Akademstroynauka" Rostov state construction University]. Rostov-na-Donu, 2016. (In Russian).
  • Improvement of Normative Base of Reinforced Concrete Structures Design
  • UDC 624.012.3(083.75)
    Emil N. KODYSH, e-mail: otks@narod.ru
    Nikolay N. TREKIN, e-mail: otks@narod.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
    Abstract. Constant and systematic improvement of normative documents in the construction industry is essential for enhancing the reliability and efficiency of design conceptions of buildings and structures made of precast and monolithic concrete. It first of all concerns the development of existing methods of calculation of reinforced concrete designs. Existing rules of design of reinforced concrete structures already in an incomplete measure meet the modern requirements for operational suitability, for example, calculations for the second group of limit states. Besides, in the course of mass updating of Construction Norms and Regulations there were some disagreements in the normalized parameters, in characteristics of reinforcing steels for example. In this regard the article sets out the proposals of authors for improvement of the main normative document concerning the design of reinforced concrete structures based on the analysis of results of its practical application and revealed when developing the Manual on design of reinforced concrete structures to the SP 63.13330.2012.
    Key words: concrete and reinforced concrete structures, strength and deformation characteristics of concrete and reinforcement, calculation of cracks formation.
  • REFERENCES
    1. Bondarenko V. M., Ivanov A. M., Baydin O. V., Tsareva A. D. Some questions of the theory of reinforced concrete. Stroitel'stvo i rekonstruktsiya, 2012, no. 4, pp. 25-29. (In Russian).
    2. Gul'vanesyan Kh., Kalgaro Zh. A., Golitski M. Rukovodstvo po proektirovaniyu k Evrokodu EN 1990 : osnovy proektirovaniya sooruzheniy [Design Guide to Eurocode EN 1990: Fundamentals of engineering structures]. Moscow, MGSU Publ., 2011. 264 p. (In Russian).
    3. Yakovlev S. K., Myslyaeva Ya. I. Raschet zhelezobetonnykh konstruktsiy po Evrokodu EN 1992. V 2-kh chastyakh. Ch. 1. Izgibaemye i szhatye elementy bez predvaritel'nogo napryazheniya. Opredelenie snegovykh, vetrovykh i kranovykh nagruzok. Sochetanie vozdeystviy [Calculation of reinforced concrete structures according to Eurocode EN 1992. In 2 parts. Part 1. The bent and compressed elements without prestressing. Determination of snow, wind and crane loads. Combining influences]. Moscow, MGSU Publ., 2015. 203 p. (In Russian).
    4. Bibi E. V., Narayanan R. S. Rukovodstvo dlya proektirovshchikov k Evrokodu 2: proektirovanie zhelezobetonnykh konstruktsiy [Guidelines for designers to Eurocode 2: Design of concrete structures]. Moscow, MGSU Publ., 2013. 292 p. (In Russian).
    5. Murashev V. I. Treshchinoustoychivost', zhestkost' i prochnost' zhelezobetona [Crack resistance, stiffness and strength of the concrete]. Moscow, Mashstroyizdat Publ., 1950. 268 p. (In Russian).
    6. Kodysh E. N., Nikitin I.K., Trekin N. N. Raschet zhelezobetonnykh konstruktsiy iz tyazhelogo betona po prochnosti, treshchinostoykosti i deformatsiyam [Calculation of reinforced concrete structures of the heavy concrete strength, fracture toughness and deformation]. Moscow, ASV Publ., 2010. 352 p. (In Russian).
    7. Posobie po proektirovaniyu betonnykh i zhelezobetonnykh konstruktsiy iz tyazhelogo betona bez predvaritel'nogo napryazheniya armatury (k SP 52-101-2003) [Benefit for the design of concrete and reinforced concrete structures of the heavy concrete without rebar voltage (to SP 52-101-2003)]. Moscow, FGUP TsPP Publ., 2005. 216 p. (In Russian).
    8. Posobie po proektirovaniyu predvaritel'no napryazhennykh zhelezobetonnykh konstruktsiy iz tyazhelogo betona (k SP 52-102-2003) [Benefit the design of prestressed concrete structures of heavy concrete (to SP 52-102-2003)]. Moscow, FGUP TsPP Publ., 2005. 160 p. (In Russian).
    9. Kodysh E. N., Trekin N. N., Trekin D. N. Influence of parameters of the idealized concrete deformation diagrams on the calculated values of strength, fracture toughness and bending deformations and eccentrically compressed elements. III Vserossiyskaya (II Mezhdunarodnaya) konferentsiya po betonu i zhelezobetonu "Beton i zhelezobeton - vzglyad v budushchee" [III All-Russian (II International) Conference on concrete and reinforced concrete "Concrete and reinforced concrete - a look into the future"]. Moscow, 2014. Vol. I. Pp. 69-75. (In Russian).
  • Floors with Heat Insulation of Foam Glass of «NEOPORM» Brand
  • UDC 692.5:691.618.93:696.86
    Sergey M. GLIKIN, e-mail: cniipz@cniipz.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
    Abstract. Progressive constructive solutions of floors with heat insulation of foam glass of "NEOPORM" brand and methods of their execution are considered. Structural solutions of floors on the ground with high or low levels of ground water as well as designs of floors at intermediate floors on the reinforced concrete base with heat insulation of foam glass plates and laminated plates of foam glass "NEOPORM" are presented. The technology of construction of floors on the ground with heat insulation of "NEOPORM" foam glass with making the cement-sand or concrete screed is described in details. Structural solutions of floors with heat insulation of "NEOPORM" foam glass which are laid on the surface of concrete floor or wooden base leveled with the self-leveling compound and its gluing to the base with cold bitumen mastic are considered in details. Heat insulating layer of the cooling floors used for skating rings with artificial ice, freezing chambers, and storages is protected with hydro-insulation.
    Key words: insulation of foam glass, floors on the ground, floors on the overlapping, cooled floors, structural solution of floors.
  • REFERENCES
    1. Available at: http://www.ecostroy-city.ru/stes-vladimir (accessed 28.03.2016). (In Russian).
    2. Glikin S. M. Effektivnye teploizolyatsionnye materialy i ikh dolgovechnost' [Effective thermal insulation materials and their durability]. Moscow, MGSU Publ., 2008. 8 p. (In Russian).
    3. Glikin S. M. Energoekonomichnost' zdaniy, progressivnye ograzhdayushchie konstruktsii, metody ikh rascheta i ustroystva [Energy-efficient buildings, advanced building envelope, calculation methods and devices]. Moscow, GUP TsPP Publ., 2008. 376 p. (In Russian).
    4. Usatova T. A., Kalinin A. Yu., Belousov E. D., Magnitskaya L. N. Rekomendatsii po proektirovaniyu i montazhu mnogosloynykh sistem naruzhnogo utepleniya fasadov zdaniy [Recommendations for the design and installation of multilayer insulation systems for external facades of buildings]. Moscow, GUP TsPP Publ., 2001. 78 p. (In Russian).
    5. Asaul A. N., Kozakov Yu. N., Pasyada N. I., Denisova I. V. Teoriya i praktika maloetazhnogo stroitel'stva v Rossii [Theory and practice of low-rise construction in Russia]. St. Petersburgs, Gumanistika Publ., 2005. 563 p. (In Russian).
  • Destruction of Metal Folded Roof at Atmospheric Effects
  • UDC 692.42:551.556
    Alexey M. VORONIN, e-mail: a.m.voronin@mail.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
    Abstract. The article describes the causes of the destruction of the metal folded roof when subjected to wind loads that led to breach of the tightness of joints and leaks. It is established that the roof supports are made of two thin-walled elements, connected to the profiled decking shelf with weak clamps. This was the reason that these roof supports could not withstand shear loads from temperature deformations of roofing sheets of great length and wind load. The following roof design errors of the concrete object are presented: sliding clamps necessary for compensation of temperature deformations as well as deformation joints in the transverse joints of roofing sheets were not provided in the design of roof sheets fastening. Their absence led to the disorder of transverse folds. The necessity of calculating the fastening of folded roofing for the wind load and temperature drops is shown.
    Key words: folded roof, sliding clamp, wind load, sheathing, sheet fastening, temperature deformations, tightness of joints.
  • REFERENCES
    1. RHEINZINK® Anwendung in der Architektur. Teil III: Falzsusteme, 2006. Pp. 109-138.
    2. Rem Kh.-P. Krovel'shchik po metallu. Osnovy. Uzly. Resheniya [Roofer for metal. The basics. Nodes. Solutions]. Moscow, Biznes Media Publ., 2012. Pp. 138-156. (In Russian).
    3. Povalyaev M. I., Tatarkin E. R. The temperature regime of thermal insulation made from polystyrene plates in coatings of industrial buildings. Sovershenstvovanie pokrytiy i krovel' promyshlennykh zdaniy. Trudy TSNIIPromzdanii [Proc. of TSNIIPromzdanii "Improved coatings and roofs of industrial buildings"]. Moscow, 1973. Iss. 25. Pp. 133-147. (In Russian).
    4. Kozheluga Ya., et al. Konstruktsii krysh s rulonnymi i mastichnymi krovlyami [The construction of the roof from the roll and mastic roofs]. Moscow, Stroyizdat Publ., 1984. Pp. 136-137. (In Russian).
    5. Zipenkort K. Raboty po ustroystvu metallicheskikh krovel' i fasadov. Materialy, obrabotka, detali [Work on the device of metal roofs and facades. Materials, processing, parts]. Moscow, Biznes Media Publ., 2007. Pp. 15-41. (In Russian).
    6. Mak-Koli Dzh. Ustroystvo i remont krovel' iz rulonnykh materialov [The device and repair of roofs from rolled materials]. Moscow, Gosstroyizdat Publ., 1963. Pp. 100, 120-121. (In Russian).
  • The Defects Of The Roof Shingles
  • UDC 692.415.2
    Alexey M. VORONIN, e-mail: a.m.voronin@mail.ru
    Alexandra V. PESHKOVA, e-mail: aleka-9@mail.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
    Abstract. Roofing from a bitumen tile is used on the roofs of truss construction, not infrequently having very complicated configuration. To ensure the reliability of such a roof in use requires adherence to certain rules, and above all of the rules imposed towards the base under the waterproofing carpet from bituminous tile. Consider the requirements towards the base of under roofs of bituminous tile, fastening to her underlay of the carpet and causes the appearance of cracks in the bituminous tile, which include warpage lathing and kontr lathing when moistened and drying, as well as the absence under the bituminous tile of underlay of the carpet. Demonstrates the necessity gluing of underlay of the carpet during prolonged term of conservation of the roof without laying bituminous tile, as the drying of wooden elements of the roof is accompanied by warpage, which causes the appearance of cracks in the bituminous tile. The important condition of the work of the roof with the roof from a bitumen tile is also the fulfillment of ventilation of the underlay space.
    Key worlds: bituminous tile, kontr lathing, lathing, underlay of the carpet, low-rise building, the roof of the piece materials, entire decking.
  • REFERENCES
    1. Koso J. Kryshi i krovel'nye raboty [Roofs and roofing work]. Moscow, ZAO "Izdatel'skaja gruppa "Kontjet" Publ., 2008. 272 p. (In Russian).
    2. Certain Teed. Shingle Applicator's Manual. Tenth Edition, USA, Forest Stewardship Council, 1996. 157 p.
    3. Rukovodstvo po proektirovaniyu i ustroystvu krovel' iz gibkoy cherepitsy Shinglas Korporatsii TekhnoNIKOL [Guidelines for the design and construction of the roof of Shinglas flexible shingles of TechnoNIKOL Corporation]. Moscow, 2008. 182 p. (In Russian).
    4. Rumyantsev B. M., Zhukov A. D. Sistemy izolyatsii stroitel'nykh konstruktsiy [System insulation of building structures]. Moscow, MISI-MGSU Publ., 2014. 639 p. (In Russian).
    5. Voronin A. M., Povaljaev M. I., Andreeva G. N. Krovli promyshlennyh zdanij: obzor [Roofs of industrial buildings: an overview]. Moscow, VNIIS Publ., 1984. 15 p. (In Russian).
  • HEAT SUPPLY, VENTILATION, AIR CONDITIONING, LIGHTING
  • Ways to Improve the Effectiveness of Adaptive Ventilation Systems in Public and Residential Buildings
  • UDC 628.83/.84
    Elena A. NAUMOVA, e-mail: naumova@termek.ru
    Sergey F. SEROV, e-mail: serovsf @yandex.ru
    Vladimir V. YEFREMOV, e-mail: serovsf@yandex.ru
    Dmitriy V. KAPKO, e-mail: kapkodv@mail.ru
    TSNIIPromzdanii, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
    Abstract. One of the ways to reduce the power consumption for ventilation of premises with a time-varying number of people there is the use of demand controlled ventilation (DCV). Depending on the carbon dioxide content in the air inside the premises DCV changes the consumption of supply and exhaust air, keeping the concentration of CO2 in the work area within the normalized range. Changing the air flow can be carried out in two main ways: a smooth change of the air flow using the PID control or pulse change in the air flow, when the fan with a constant air flow turns on and off when the set values of CO2 concentration are reached in the room air. Each of these modes of ventilation has both positive and negative qualities. To optimize the CO2 sensor placement and to choose the method for air flow measuring, the experiment which simulated the operation of the adaptive ventilation system in the system of mixing ventilation of an office premise was conducted. The experimental results have made it possible to determine the place of optimal location of the sensor - in the working area of the premise or near the exhaust grille and select the pulsing fan operation, which provides the minimal cost of ventilating equipment, reducing the energy consumption for air heating in the cold season and energy savings to drive the fan up to 50% at stable operation of supply air diffusers.
    Key words: adaptive ventilation system, air conditioning, carbon dioxide concentration, air flow, energy efficiency, experiment.
  • REFERENCES
    1. Dieckmann J., Cooperman A., Brodrick J. Personal ventilation: comfort and energy efficiency. ABOK, 2011, no. 4, pp. 46-48. (In Russian).
    2. Mindt E., Nielsen P., Hagstrom K., Railio J. Vytesnjajushhaja ventiljacija v neproizvodstvennyh zdanijah [Displacement ventilation in non-industrial premises]. Moscow, ABOK-PRESS Publ., 2006. 104 p. (In Russian).
    3. Naumov A. L., Kapko D. V. CO2: the criterion of ventilation efficiency. ABOK, 2015, no. 1, pp. 12-17. (In Russian).
    4. Kvashnin I. M., Toorin P. N. About standardization of air exchange by СО2 concentration in the outside and inside air. ABOK, 2008, no. 5, pp. 34-41. (In Russian).
    5. Grimitlin M. I. Raspredelenie vozdukha v pomeshcheniyakh [Air distribution in the premises]. St. Petersburg, ABOK SEVERO-ZAPAD Publ., 2004. 315 p. (In Russian).
    6. Syrykh P. Yu. Modelirovanie adaptivnoy sistemy ventilyatsii v pomeshcheniyakh obshchestvennykh zdaniy bol'shogo ob"ema [Imitation of an adaptive ventilation system in large volume premises of public buildings]. Dis. kand. tech. nauk. Moscow, 2009. 201 p. Available at: http://www.dslib.net/teplo-snabzhenie/modelirovanie-adaptivnoj-sistemy-ventiljacii-v-pomewenijah-obwestvennyh-zdanij.html (accessed 07.10.2014). (In Russian).
    7. Cable A., Schild P.G. and Wollett J. Start and commissioning of an adaptive ventilation system. ABOK, 2015, no. 5, pp. 32-39. (In Russian).
    8. Woollett J., Horman U. and Fahlen P. The adaptive ventilation systems: promising areas of development. ABOK, 2011, no. 7, pp. 30-35. (In Russian).
    9. Naumov A. L., Kapko D. V. Local air conditioning systems in office buildings. ABOK, 2012, no. 2, pp. 14-23. (In Russian).
    10. Naumov A. L., Kapko D. V. Ventilation with variable air flow for office buildings. ABOK, 2012, no. 8, pp. 16-21. (In Russian).
    11. Livchak I. G., Naumov A. L. Ventilyatsiya mnogoetazhnykh zdaniy [Ventilation in multistory buildings]. Moscow, ABOK-PRESS Publ., 2005. 136 p. (In Russian).
    12. TR AVOK-4-2004. Technical guidelines for organization of air exchange in apartments of a multistory dwelling house. Moscow, 2004. 22 p. (In Russian).
  • ARCHITECTURE OF BUILDINGS AND STRUCTURES. TOWN PLANNING
  • Determination of Parameters of Planned Location Zones of Linear Objects
  • UDC 711.16
    Pavel P. SPIRIN1, e-mail: pavelsp@list.ru
    Sergei D. MITYAGIN1, e-mail: ONHP_spb@mail.ru
    Valerii M. MYAKINENKOV2, e-mail: myakinenkov@yandex.ru
    Tatyana V. VARGINA1, e-mail: tat.vargina@mail.ru
    1 Omskneftekhimproekt, ul. Torzhkovskaya, 5, St. Petersburg 197342, Russian Federation
    2 Saint Petersburg State University, Universitetskaya nab., 7-9, St. Petersburg 199034, Russian Federation
    Abstract. Town planning mechanisms for determining parameters and substantiating the boundaries of areas of linear objects location within the limits and beyond the limits of human settlements are considered in accordance with urban development and land legislation. Parameters of areas of the planned location of linear objects with due regard for sizes of precincts for such objects, zones of their security on the basis of normative and legal documents are presented. Parameters proposed in this article can be used by public authorities, local authorities, specialists of design organizations as indicative parameters for conducting preparatory works on planning of areas for substantiating boundaries of areas of the planned location of linear objects of different types mainly beyond the limits of settlements. First of all, works on topographic survey which should be conducted within the limits of certain territory minimally enough for the future tracing of a linear object and for determining the limits of area of designing of such object are considered as preparatory measures. This is especially actual in connection with the need, in a short time, to implement the complex programs of development of the communal complex and transport infrastructure, which are realized in accordance with documents of territorial planning and provide the construction or reconstruction of linear objects.
    Key words: project of area planning, linear object, zone of planned location of linear object, parameters of zones of linear objects location, limits of territory for conducting engineering-geodetic surveying, boundaries of designing.
  • REFERENCES
    1. Spirin P. P., Mityagin S. D., Myakinenkov V. M., Vargina T. V., Mareeva E. D. Methodical approaches to preparation of territory planning documents in the part of determining zones for planned location of linear objects. Promyshlennoe i grazhdanskoe stroitel'stvo, 2015, no. 4, pp. 21-27. (In Russian).
    2. Vargina T. V., Myakinenkov V. M. The town-planning code of the Russian Federation. The implementation of regulations in the field of spatial planning. Upravlenie razvitiem territorii, 2008, no. 1, pp. 17-20. (In Russian).
    3. Vlasov D. N., Gorelova V. A., Shirokaya N. V. Social aspects of urban development projects transport infrastructure. Academia. Arkhitektura i stroitel'stvo, 2014, no. 3, pp. 97-100. (In Russian).
    4. Shatokhina N. Osobennosti razrabotki proektov planirovki lineynykh ob"ektov na primere ob"ektov toplivno-energeticheskogo kompleksa na territorii Nefteyuganskogo rayona Khanty-Mansiyskogo avtonomnogo okruga-Yugra [Features of the development of projects for the planning of linear objects on the example of the fuel and energy complex on the territory of Nefteyugansk district of the Khanty-Mansiysk Autonomous Okrug-Ugra]. (In Russian). Available at: http://www.itpgrad.ru/node/1805 (accessed 13.07.2015).
  • Improvement of Street-Road Networks by House-Bridges
  • UDC 725.95
    Arkadiy V. ZAKHAROV, e-mail: trzabalueva@yandex.ru
    Sofya L. FLEYSHMAN, e-mail: fleyshman.sl@gmail.com
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. The existing state of road networks of megapolises is analyzed on the example of Moscow; the accent is put on fragmentation and the need for connection of transport routes split by long stretch obstacles. For this purpose, a new conception of a house-bridge is proposed, the function of the building can become very attractive for private investors. Such buildings have dual purpose: they serve both as transport facilities and as social buildings that may meet the needs of the city. Designs of building-bridges over long obstacles splitting the urban traffic networks are considered. Three types of structural solutions with the use of progressive steel-reinforced concrete structures for spans have been developed. To illustrate the possibilities of house-bridges, the examples of their application in various volume-planning structural decisions and for different urban planning situations are presented. On the basis of the analysis conducted, a significant role of the proposed type of buildings in the solution of urban planning, transport and social problems of the cities is noted.
    Key words: traffic jams, house-bridge, urban transport system, extending barrier, bearing floor, steel- reinforced concrete span structure.
  • REFERENCES
    1. Vlasov D. N. The Metodology of development of the transit & transport terminal system on the territory of the urban agglomeration core (on the example of Moscow). Sovremennye problemy nauki i obrazovaniya, 2013, no. 4, p. 65-76. (In Russian).
    2. Vlasov D. N. Principles of development, focused on the mass transport, in planning foreign hubs. Arkhitektura i stroitel'stvo Rossii, 2015, no. 8, pp. 20-29. (In Russian).
    3. Vlasov D. N. Foreground ways for conurbation transit & transport hubs system. Academia. Arkhitektura i stroitel'stvo, 2013, no. 3, pp. 86-89. (In Russian).
    4. Vlasov D. N. The structure and the composition of the city transport transit hubs design standarts. Gradostroitel`stvo, 2015, no. 3(37), pp. 11-19. (In Russian).
    5. Vlasov D. N. Structure of conurbation transport interchange hub sysrem. Gradostroitel`stvo, 2013, no. 2(24), pp. 84-88. (In Russian).
    6. Vlasov D. N., Gorelova V. A., Shirokaya N. V. Social aspects of city projects of transport infrastructure development. Academia. Arkhitektura i stroitel'stvo, 2014, no. 3, pp. 97-100. (In Russian).
    7. Vlasov D. N., Danilina N. V. Current state and prospects of intercepting car park system development in the Moscow conurbation. Gradostroitel`stvo, 2014, no. 4 (32), pp. 36-39. (In Russian).
    8. Vlasov D. N., Nemov P. P. Systematic analisys employment for bus stations and passangers auto-stations series development. Sovremennye tendentsii razvitiya nauki i tekhnologiy, 2015, no. 1-2, pp. 151-154. (In Russian).
    9. Zabalueva T. R., Kocheshkova E. I. Developmrnt possibilities of misused city spaces. Zhilishchnoe stroitel'stvo, 2011, no. 1, pp. 10-13. (In Russian).
    10. Zabalueva T. R., Zakharov A. V., Kocheshkova E. I. Bridge-buildings - solution of traffic jam problems in the largest cities. Promyshlennoe i grazhdanskoe stroitel'stvo, 2013, no. 9, pp. 32-35. (In Russian).
    11. Zabalueva T. R., Zakharov A. V., Demina A. S. Hourly pay hotels for passengers in building-bridges. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 9, pp. 51-53. (In Russian).
  • To the Issue of Regulating Criteria of Pedestrian Comfort at the Territory of Urban Development
  • UDC 533.6.07:711.582
    Olga I. PODDAEVA, e-mail: poddaevaoi@gmail.com
    Pavel S. CHURIN, e-mail: pashok_@inbox.ru
    Vladislav Y. POMELOV, e-mail: pomelov_vladik@mail.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. The problem of accounting for aeration conditions at the territory of residential development is considered. At present, the problem of determining the comfort of pedestrian zones has not an unambiguous interpretation nor in normative sources, nor in technical literature. National and foreign normative documents and also scientific-technical literature devoted to the problems of study of pedestrian comfort criteria at the territory of residential development are analyzed. The methodology of assessment of bioclimatic comfort presented in the national standard of Netherland (Standard NEN 8100), the only current normative document on this subject in the world, is presented. The necessity of improving existing methods and their use when designing areas of residential development for comfort enhancement, and, in some cases, for ensuring the human security that is especially actual for areas of dense development as well as for areas with high-rise buildings is substantiated.
    Key words: aerodynamics of building structures, effectiveness of the use of urban space, neighborhood, pedestrian comfort criteria.
  • REFERENCES
    1. Egorychev O. O., Dunichkin I. V. Questions of forecasting microclimate of the urban environment to assess the development potential of wind energy. Vestnik MGSU, 2013, no. 6, pp. 123-131. (In Russian).
    2. Dubinskij S. I., Doroshenko A. V. Methods of assessing the aerodynamic comfort walking trails in the city of Moscow with the use of numerical modeling. Computational Civil and Structural Engineering, 2013, vol. 9, no. 4, pp. 137-142. (In Russian).
    3. Dunichkin I. V., Kruglikov E. V. Analysis of pedestrian communications of multifunctional complexes. Promyshlennoe i grazhdanskoe stroitel'stvo, 2011, no. 9, pp. 46-48. (In Russian).
    4. Mochida A., Lun I. Y. F. Prediction of wind environment and thermal comfort at pedestrian level in urban area [Прогнозирование среды, ветра и теплового комфорта на пешеходном уровне в городской местности]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, vol. 96, no. 10, pp. 1498-1527.
    5. Blocken B., Janssen W. D., van Hooff T. CFD simulation for pedestrian wind comfort and wind safety in urban areas: General decision framework and case study for the Eindhoven University campus [Моделирование комфорта пешеходов и безопасности ветра в городских районах: общие рамки принятия решений и тематического исследования в университетском городке университета Эйндховена]. Environmental Modelling & Software, 2012, vol. 30, pp. 15-34.
    6. Stathopoulos T. Pedestrian level winds and outdoor human comfort [Уровни ветра и пешеходный комфорт человека]. Journal of Wind Engineering and Industrial Aerodynamics, 2006, vol. 94, no. 11, pp. 769-780.
    7. Janssen W. D., Blocken B., van Hooff T. Pedestrian wind comfort around buildings: Comparison of wind comfort criteria based on whole-flow field data for a complex case study [Пешеходная комфортность вокруг зданий: сравнение критериев комфортности ветра на основе полевых данных целого потока для комплексного изучения]. Building and environment, 2013, vol. 59, pp. 547-562.
    8. Wise A. F. E. Wind effects due to groups of buildings [Ветровые эффекты, обусловленные группами зданий]. Garston, Watford, England : Building Research Station, 1970.
    9. Penwarden A. D. Acceptable wind speeds in towns. Building Science, 1973, vol. 8, no. 3, pp. 259-267.
    10. Isyumov N., Davenport A. G. The ground level wind environment in built-up areas. Proceedings of 4th International Conference on Wind Effects on Buildings and Structures. Heathrow, UK, Cambridge University Press. 1975. Pp. 403-422.
    11. Melbourne W. H. Criteria for environmental wind conditions. Journal of Wind Engineering and Industrial Aerodynamics, 1978, no. 3, pp. 241-249.
    12. Murakami S., Iwasa Y., Morikawa Y. Study on acceptable criteria for assessing wind environment at ground level based on residents' diaries. Journal of Wind Engineering and Industrial Aerodynamics, 1986, vol. 24, no. 1, pp. 1-18.
    13. Doroshenko A. V. Assessment program of aerodynamic comfort in pedestrian areas. Vestnik IrGTU, 2013, no. 5(76), pp. 100-103. (In Russian).
  • ECONOMICS, MANAGEMENT, MARKETING
  • Ways of Development of Technical Potential in Construction
  • UDC 69.003:658.011.8
    Zalina R. TUSKAEVA, e-mail: tuskaevazalina@yandex.ru
    North-Caucasian Mining and Metallurgical Institute, ul. Nikolaevа, 44, Vladikavkaz 362021, Russian Federation
    Abstract. Difficult conditions of functioning of building units due to the crisis and, consequently, the tightening of competition, require investigations and mobilization of reserves in the field of mechanization of construction works. Over the last decade, technical equipment of the construction industry (both in quantitative and qualitative terms) has fallen sharply. Available technology incorporates a large proportion of cars with expired service life. This circumstance led to the high importance of the problem of recovery and effective utilization of the construction machinery park. Features of the economic situation in the country cause the need for changes in the management and operation of the technical potential. The task of developing the system of strategic planning and management of the technical potential at the enterprises of the building complex is actualized under the existing economic conditions. The author notes that the main strategic goal of the development and use of the technical capacity is to provide the necessary increase in the sphere of technology both at the level of separate building organizations and the construction complex of the region and the country as a whole. An integral part of the development strategy and the use of technical capacity of building production are realizing and economic mechanisms which represent, together with people, the system of strategic management. The paper outlines the key issues of providing the required building equipment and forms the tree of goals of strategic management of technical potential of building industry. Practical implementation of the developed strategic solutions requires the stage-by-stage realization of organizational, technological, marketing measures, detailing and concretization of proposed activities.
    Key words: strategic planning, technical potential, construction equipment, implementing mechanisms, factors of efficiency.
  • REFERENCES
    1. Asaul V. V. Analysis of the competitive market of construction works and services. Jekonomika stroitel'stva, 2005, no. 1, pp. 14-25. (In Russian).
    2. Bazrov V. S. Industrial and building forum "Hospitable Ossetia". Available at: resource: http://rostex-expo.ru/docs/doc_121026094044.pdf. (accessed 11.09.2015). (In Russian).
    3. Gumba H. M., Mikhailov V. Y., Gamuletsky V. V. Formation of innovative mechanisms - strategic development of construction enterprises. Moscow, ASV, 2014. 191 p. (In Russian).
    4. Rikoshinsky A. Commercial vehicles and road-building in modern conditions.Osnovnye sredstva, 2009, no. 1, pp. 38-39. (In Russian).
    5. Uvarova S. S., Ganghwa V. S., Belyaev S. V. Organizacionno-jekonomicheskie izmenenija investicionno-stroitel'nogo kompleksa na mikrourovne: upravlenie i analiz [Organizational-economic changes of investment and construction of the complex at the micro level: management and analiz]. Moscow, MGSU Publ., 2014. 186 p. (In Russian).
    6. Babayeva D. G. Analysis of the basic production assets in the industry. Vestnik Dagestanskogo nauchnogo tsentra, 2006, iss. X, pp. 76-81. (In Russian).
    7. Babich O.V. Methods of identifying ways to improve the efficiency of the use of basic production assets of industrial enterprises. Menedzhment v Rossii i za rubezhom, 2006, no. 4, pp. 76-85. (In Russian).
    8. Buttaeva S. M. Status and trends to ensure the reproduction of fixed assets. Uchenye zapiski Rossiyskogo gosudarstvennogo sotsial'nogo universiteta, 2007, no. 2 (54), pp. 119-130. (In Russian).
    9. Tuskaev T. R. Strategiyatechnical potential management. Ekonomika sel'skokhozyaystvennykh i pererabatyvayushchikh predpriyatiy, 2002, no. 3, pp. 49-52. (In Russian).
    10. Ivanov V. N., Salikhov R. F. Improving the efficiency of the production and technical operation of the park road-building machines. Omskiy nauchnyy vestnik, 2004, no. 1, pp. 92-94. (In Russian).
    11. Tuskaeva Z. R. Technical equipment in the building: problems and ways to improve. Vestnik MGSU, 2015, no. 11, pp. 90-101. (In Russian).
    12. Itogi work of the building complex of the Republic of North Ossetia-Alania I polugodie 2012 goda [The results of the work of the construction complex of the Republic of North Ossetia-Alania for the 1st half of 2012]. Available at: http://minarhstroy.ru/index.php?option=com_content&view=article&id=142:-1-2012&catid=15:2011-03-01-09-26-55&Itemid=22 (accessed 10.09.2015). (In Russian).
    13. Repin S. V., Savelyev A. V. The mechanization of construction works and the problems associated with the use of construction equipment. Stroitel'naya tekhnika, 2006, no. 4, pp. 31-35. (In Russian).
    14. Tuskaeva Z. R. Criteria for the building machinery units alternatives. International Journal of Applied Engineering Research, 2015, vol. 11, no. 6, pp. 4369-4376.
    15. Dvizov D. A., Skidanov N. V. Various methods of increasing the efficiency of use of the machinery enterprises and organizations. X Mezhvuzovskaya nauchno-prakticheskaya konferentsiya molodykh uchenykh i studentov g. Volzhskogo [X Interuniversity scientific-practical conference of young scientists and students of the Volga]. Volzhsky, 2004, pp. 4-5. (In Russian).
    16. Gordonov M. Revaluation of fixed assets. Russian appraiser Internet zhurnal, 1999, no. 1, 2. Available at: http://proocenka.ru/doc.2007/ocenchik/1999/bul_01-0299.pdf, 2004. (accessed 10.09.2015). (In Russian).
    17. Latypov V. R. How to improve the efficiency of the use of fixed assets? Avtomatizirovannye sistemy v upravlenii, 2003, no. 5, pp. 86-93. (In Russian).
    18. Pankratov E. P., Pankratov O. E. Problems of increasing the productive capacity of construction companies. Ekonomika stroitel'stva, 2015, no. 3 (33), pp. 4-17. (In Russian).
    19. Tuskaeva Z. R. Innovatsionnye mekhanizmy effektivnogo upravleniya tekhnicheskoy osnashchennost'yu v stroitel'stve [Innovatsionnye mechanisms for effective management of technical equipment in the building]. Novosibirsk, TSRNS Publ., 2015. 108 p. (In Russian).
    20. Tuskaeva Z. R. Issledovanie comprehensive ergonomics of the domestic construction machinery. Mekhanizatsiya stroitel'stva, 2016, no. 4 (862), pp. 26-31. (In Russian).
  • TECHNOLOGY AND ORGANIZATION OF CONSTRUCTION
  • Fuzzy-Set Theory at Modeling Stages of Organization Processes of Multi-storey Buildings Construction
  • UDC 658.5:692
    Azariy A. LAPIDUS, e-mail: osp@mgsu.ru
    Alexandr N. MAKAROV, e-mail: anmakarof@yandex.ru
    National Research Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. Problems of the mathematical modeling of the organization of construction are considered; basic parameters (qualitative and quantitative) of the organizational processes of multi-storey buildings constructions are revealed. The complexity of the integration of qualitative parameters into mathematical models is shown. The solution of this problem by using the fuzzy-set theory is presented. A review of methods for translating qualitative characteristics of the studied object into the mathematical language is done, a comparison of qualimetry, analytic hierarchy process of Saaty, fuzzy-set theory is made; advantages of the last one for interpretation of qualitative parameters are determined. Examples of the formalization of organizational factors of the construction process with the help of the fuzzy-set theory are given. Preconditions and conditions of the use of this theory for presenting qualitative factors and concrete examples are considered. The conclusion about efficiency and relevance of the fuzzy-set theory for describing parameters of construction organization within the frame of the modern scientific paradigm is made.
    Key words: organization of construction, fuzzy-set theory, analytic hierarchy process, qualimetry, mathematical modeling, qualitative and quantitative parameters.
  • REFERENCES
    1. Lapidus A. A. Tools of production scheduling - an integral efficiency potential of organizational, technological and management solutions of a construction object. Vestnik MGSU, 2015, no. 1, pp. 97-102. (In Russian).
    2. Olejnik P. P., Grigor'ev V. A. Methodology for developing enlarged models of residential buildings construction. Promyshlennoe i grazhdanskoe stroitel'stvo, 2014, no. 6, pp. 52-54. (In Russian).
    3. Cherednichenko N. D. Research of heuristic rules of distribution of resources. Internet-zhurnal Naukovedenie, 2014, no. 1 (20). Available at: http://naukovedenie.ru (accessed 17.02.2016). (In Russian).
    4. Sinenko S. A., Kolesnikova E. B. The tools of design of construction master plan for the construction of an object in terms of virtual reality. Tehnologija i organizacija stroitel'nogo proizvodstva, 2013, no. 1 (2), pp. 43-48. (In Russian).
    5. Lapidus A. A., Govoruha P. A. Organizational and technological potential of enveloping structures of multi-storeyed residential buildings. Vestnik MGSU, 2015, no. 4, pp. 143-149. (In Russian).
    6. Alisultanov R. S., Olejnikov A. V., Sryvkova M. V., Proshin M. Ju. Investigation of the load bearing capacity of facade expansion anchor withdrawn from steel socket. Vestnik MGSU, 2015, no. 10, pp. 7-19. (In Russian).
    7. Azgal'dov G. G., Glichev A. V., Krapivenskij 3. N., Kurachenko Ju. P., et al. Qualimetry - the science of measuring the quality of products. Standarty i kachestvo, 1968, no. 1, pp. 34-35. (In Russian).
    8. Marugin V. M., Azgal'dov G. G. Kvalimetricheskij monitoring stroitel'nyh ob'ektov [Qualimetric monitoring of construction sites]. St. Petersburg, Politehnika Publ., 2010. 345 p. (In Russian).
    9. Thomas L. Saaty. The analytic hierarchy process: planning, priority setting, resource allocation. New York, McGraw-Hill, 1980. 287 p.
    10. Thomas L. Saaty, Luis G. Vargas. Comparison of eigenvalue, logarithmic least squares and least squares methods in estimating ratios. Mathematical Modelling, vol. 5, iss. 5, 1984, pp. 309-324.
    11. Zadeh L. A. Fuzzy sets. Information and Control, 1965, vol. 8, pp. 338-353.
    12. Zadeh L. A. The concept of a linguistic variable and its application to approximate reasoning. Information Sciences, 1975, Vol. 8, pp. 199-249.
    13. Salah A., Moselhi O. Contingency modelling for construction projects using fuzzy-set theory. Engineering construction and architectural management, 2015, vol. 22, iss. 2, pp. 214-241.
    14. Orlov A. I. The theory of fuzzy sets - part of probability theory. Politematicheskij setevoj jelektronnyj nauchnyj zhurnal Kubanskogo gosudarstvennogo agrarnogo universiteta, 2013, no. 92, pp. 51-60. Available at: http://cyberleninka.ru/ (accessed 08.03.2016).
  • Combining the Functions of Major Participants of Investment-Building Activity at the Present Stage
  • UDC 69.009
    Tatiana K. KUZMINA, e-mail: kuzminatk@mgsu.ru
    Sergey A. SINENKO, e-mail: sasin50@mail.ru
    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 current normative-legal documents of the Russian Federation, and gives the terms and definitions of main subjects of the capital construction. It is noted that, at the present stage, the work of the customer service work is varied and diverse as the needs of customers, they are public authorities, development companies, construction firms, and industrial companies, are different and the initial state of the project can also be different. The activity of customer service is the management of the construction project as a whole, where it acts as an expert organization, the part of which are professionals with extensive experience in construction and with legal knowledge. The service executes all the control functions at the construction site and detects the errors of designers. The conclusion about the key role of the customer service when realizing investment-construction projects is made. Functional schemes of the interaction of the customer-builder service with the subjects of investment- construction activity when combining the functions of the customer, developer and general contractor are presented.
    Key words: customer, developer, investor, investment-construction project, executive-permission documentation, building control.
  • REFERENCES
    1. Kuz'mina T.K. Investment activity of a customer-developer. Promyshlennoe i grazhdanskoe stroitel'stvo, 2010, no.10, pp. 31-32. (In Russian).
    2. Kuz'mina T. K., Sinenko S. A. Dejatel'nost' zakazchika v rynochnyh uslovijah : spravochnik [Customer activity in a market environment : a Handbook]. Moscow, ASV Publ., 2015. 288 p. (In Russian).
    3. Olejnik P. P., Brodskij V. I. System of standardization of construction operations arrangement. Vestnik MGSU, 2012, no. 6, pp. 119-125. (In Russian).
    4. 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).
    5. Olejnik P. P. Analysis and development of standards the duration of construction of residential buildings of type series. Mehanizacija stroitel'stva, 2008, no. 2, p. 18. (In Russian).
    6. 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).
    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. Lapidus A. A. Actual problems of professional training in the field of technology and organization of construction production. Tehnologija I organizacija stroitel''nogo proizvodstva, 2014, no. 1, p. 1. (In Russian).
    9. Lapidus A. A., Cherednichenko N. D. Topical issues of building production planning in modern conditions. Nauchnoe obozrenie, 2015, no. 21, pp. 338-341. (In Russian).
    10. Cherednichenko N. D., Stepanov A. E. Analysis of the stages of formation of organizational and technological solutions in the development of design and estimate documentation. Nauchnoe obozrenie, 2015, no. 18, pp. 352-355. (In Russian).
    11. Shirshikov B. F., Ershov M. N. Rekonstrukcija obektov. Organizacija rabot. Ogranichenija. Riski [Reconstruction of objects. The organization works. Limitations. Risks]: monografija. Moscow, ASV Publ., 2010. 114 p. (In Russian).
  • BUILDING MATERIALS AND PRODUCTS
  • Experimental Study of Strength of Masonry from Tongue-and-Groove Silicate Blocks
  • UDC 693.1:691.42.001.5
    Valerij N. DERKACH, e-mail: v-derkatch@yandex.ru
    Anatolij J. NAJCHUK, e-mail: atnya @yandex.ru
    Branch office of the RUE "Institute BelNIIS" - Scientific-Technical Center, ul. Moskovskaja, 267/2, Brest 224023, Republic of Belarus
    Abstract. Results of the experimental study of specimens of stone masonry made of silicate tongue-and-groove blocks with thin-layer mortar joints are presented. Loading tests of masonries was carried out according to State Standard 32047-2012 and State standards EN 1052, identical to the European standards of EN 1052 series. 110 experimental specimens of masonry have been tested for compression, bending tension in two orthogonal directions as well as for shear with compression. In the process, the features of deformation and failure of these masonries have been identified. Values of the characteristic strength of masonry at compression, bending tension along the bonded and non-bonded sections, shear of horizontal mortar joints in plane have been obtained. Values of the shear adhesion, angles of internal friction, initial module of deformations and secant modulus of elasticity, and elastic characteristic of the masonry have been determined. Proposals for development of a regulatory document establishing requirements for the design of stone structures from large-size tongue-and-groove silicate blocks with thin-layer joints are presented.
    Key words: masonry, silicate blocks, thin-layer mortar joints, compressive strength, flexural strength, shear strength, modulus of deformations, elastic constant.
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