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

Contents of issue ¹ 11 (november) 2012
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  • Organization and Conduct of a Production Environmental Monitoring in the Course of Construction and Operation of Objects
  • UDC 69:551:556:58/59
    Irina V. LANTSOVA, Galina V. TULYAKOVA
    Annotation. In recent years the big concern of experts is caused by ecological conditions of industrially developed regions, as a result of it there is a necessity of displacement of priorities from economic problems towards the ecological. The increasing attention is paid to the ecological justification of projects, and also organization and carrying out of production environmental monitoring (PEM) at stages of construction and operation of objects. The article is devoted to the main problems of organization and carrying out of PEM.
    Key words: production environmental monitoring, construction and operation of objects, environment components, monitoring system and subsystems.
  • LITERATURA
    1. Polozhenie o gosudarstvennom monitoringe geologicheskoy sredy Rossii : utv. prikazom Roskomnedr ot 11.07.1994 g. ¹ 17.
    2. Polozhenie o vedenii gosudarstvennogo monitoringa vodnykh ob"ektov : utv. postanovleniem pravitel'stva Rossiyskoy Federatsii ot 14.03.1997 g. ¹ 307.
    3. Polozhenie ob otsenke vozdeystviya namechaemoy khozyaystvennoy i inoy deyatel'nosti na okruzhayushchuyu sredu v Rossiyskoy Federatsii : utv. prikazom Goskomekologii ot 16.05.2000 g. ¹ 372.
    4. Polozhenie o sostave razdelov proektnoy dokumentatsii i trebovaniyakh k ikh soderzhaniyu : utv. postanovleniem pravitel'stva RF ot 16.02.2008 g. ¹ 87.
    5. Polozhenie «O monitoringe zemel'» : utv. postanovleniem pravitel'stva RF ot 15.07.1992 g. ¹ 491.
    6. SP 11-102-97. Inzhenerno-ekologicheskie izyskaniya dlya stroitel'stva.
    7. Federal'nyy zakon «O zhivotnom mire» ot 24.04.1995 g. ¹ 52-FZ.
    8. Federal'nyy zakon «Ob okhrane okruzhayushchey sredy» ot 10.01.2002 g. ¹ 7-FZ (v redaktsii zakona ot 14.07.2008 g. ¹ 118-FZ).
    9. Federal'nyy zakon «Ob okhrane atmosfernogo vozdukha» ot 04.05.1999 g. ¹ 96-FZ.
  • Modern Methods of Enhancement of Properties of Weak Soils of Construction Projects Bases
  • UDC 624. 131.1
    Nikolay L. SHESHENYA
    Abstract. Alternative methods of enhancement of bearing and filtration properties of sandy-loam, suffusion-unstable, clay soils of buildings bases and areas of displacement of landslides on the slopes are considered. Examples of application of these methods in the practice of construction are given.
    Key words: anti-suffusion solution, landslide displacements, method , thixotropic soils, discharge-pulse technologies, method of tamping in, CSP technologies, geosynthetics, geogrids.
  • LITERATURA
    1. Sheshenya N. L. Meropriyatiya inzhenernoy zashchity ot opasnykh proyavleniy inzhenerno-geologicheskikh protsessov pri osvoenii novykh gorodskikh territoriy // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 1. S. 49-51.
    2. «Geokompozit» - effektivnyy metod usileniya slabykh gruntov / Moroz V. V., Nikonov N. N., Osipov V. I., Filimonov S. D. // Promyshlennoe i grazhdanskoe stroitel'stvo. 2005. ¹ 3. S. 25-27.
    3. Osobennosti ustroystva buronabivnykh svay v slabykh gruntakh / A. I. Osokin, A. V. Sbitnev, A. B. Serebryakova, S. V. Tatarinov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2006. ¹ 6. S. 50- 52.
  • Underground Erosion and Its Danger to Civil Engineering
  • UDC 624.131.542:551.44
    Victor P. KHOMENKO
    Abstract. The process of erosion of rocks taking place at the depth which leads to the appearance of underground channels coming out on the slopes is considered. The collapse of their tops causes the formation of holes which are very dangerous to buildings and structures. A simple forecast solution making it possible to evaluate the diameters of collapses caused by underground erosion is offered.
    Key words: underground erosion, slope, underground channel, collapse, danger.
  • LITERATURA
    1. Khomenko V. P. Zakonomernosti i prognoz suffozionnykh protsessov. M. : GEOS, 2003. 216 s.
    2. Mamatkulov M. M. Nekotorye zakonomernosti razvitiya suffozionnykh protsessov v lessovykh porodakh Sredney Azii // Inzhenerno-geologicheskie protsessy, yavleniya i okhrana sredy lessovykh territoriy : tr. Vsesoyuz. soveshch. po problemam lessovykh porod. Tashkent, 1985. S. 85-90.
    3. Turchinov I. I. Psevdokarstovye peshchery v Skolevskikh Beskidakh (Ukrainskie Karpaty) // Problema psevdokarsta : tez. dokl. soveshch. Kungur. 15-16 dek. 1992. Perm', 1992. S. 74-77.
    4. Tsykin R. A., Tsykina Zh. L. Krupneyshie v mire konglomeratovye peshchery Vostochno-Sayanskoy karstovoy oblasti // Gidrogeologiya i karstovedenie. Vyp. 8. Perm' : Izd-vo Perm. un-ta, 1977. S. 69-76.
    5. Khomenko V. P. Suffozionnye opolzni i ikh opasnost' dlya stroitel'stva // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 11. S. 11-13.
    6. Skuodis V. Peshchery v verkhnedevonskikh peschanikakh Latvii // Peshchery. Vyp. 14-15. Perm' : Izd-vo Perm. un-ta, 1974. S. 94-97.
    7. Kirchner K. Pshnspmvek k poznbnn sufoze v Hostenskech vr_nch (vechodnn Morava) // Zprbvy Geograf. "stav ISAV. 1981. R. 18, i.1. S. 119-125.
    8. Psevdokarst v lessovykh porodakh / N. I. Kriger, V. I. Botnikov, S. A. Lavrusevich [i dr.] // Geomorfologiya. 1983. ¹ 3. S. 79-84.
    9. Mendonza A. F., Pires A. C. P., Barros J. G. C. Pseudo-sinkholes in lateritic terrains, Brasilia, Brazil // Applied karst geology: Proc. 4th Multidiscipl. conf. on sinkholes and the eng. and environ. impacts of karst. Panama City, Fla., 25-27 Jan. 1993. Rotterdam, 1993. P. 43-49.
    10. Ogonochenko V. P. Raschet diametra opasnoy karstovoy polosti // Inzhenernye izyskaniya v stroitel'stve. Ser. 15. 1979. Vyp. 5. S. 18-19.
  • Problems of Building Development of Loess Massifs Affected by Pseudokarst
  • UDC 699.8:551.448
    Andrey A. LAVRUSEVICH, Viktor P. KHOMENKO, Ivan A. LAVRUSEVICH
    Abstract. Basic engineering and scientific problems of building development of territories which are potentially dangerous and already affected by loess pseudokarst are presented. It is shown, that this process is a geological phenomenon, most often having anthropogenic origin, very dangerous to construction.
    Key words: loess pseudokarst, loess soils, building development.
  • LITERATURA
    1. Lavrusevich A. A., Krasheninnikov V. S., Lavrusevich I. A. Lessovyy psevdokarst i opyt ukrepleniya lessovykh massivov i otkosov iskusstvennymi posadkami nekotorykh rasteniy (na primere lessovogo plato KNR, provintsii Gan'su i Shen'si) // Inzhenernaya geologiya. ¹ 1. 2012. S. 48-58.
    2. Kochetov N. I. Prosadochnye formy rel'efa v Zapadnom Predkavkaz'e // Geomorfologiya. 1978. ¹ 4. S. 72.
    3. Lisitsin K. I. O deformatsiyakh suglinistykh gruntov Predkavkaz'ya v svyazi s voprosom ob obrazovanii stepnykh blyudets // Materialy Sev.-Kavkaz. geologorazvedochnogo tresta. Vyp. 1. Novocherkassk, 1932. S. 19.
    4. Opyt kompleksnogo izucheniya lessovogo psevdokarsta dlya stroitel'nykh tseley (na primere okrestnostey Alma-Aty) / N. I. Kriger, B. A. Granit [i dr.] // Kompleksnye issledovaniya v inzhenernykh izyskaniyakh dlya stroitel'stva : sb. nauch. tr. PNIIIS. M. : Stroyizdat, 1982. S. 50-63.
    5. Zaporozhchenko E. V. Suffozionnye deformatsii v lessovykh porodakh Predkavkaz'ya // Voprosy stroitel'stva gidrotekhnicheskikh sooruzheniy na prosadochnykh gruntakh. Baku,1969. S. 108-115.
    6. Khomenko V. P. Inzhenerno-geologicheskoe izuchenie suffozionnykh protsessov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2003. ¹ 10. S. 13-15.
    7. SP 11-105-97. Inzhenerno-geologicheskie izyskaniya dlya stroitel'stva. Pravila proizvodstva rabot v rayonakh razvitiya opasnykh geologicheskikh i inzhenerno-geologicheskikh protsessov. Ch. II, 2000.
    8. SNiP 22-02-2003. Inzhenernaya zashchita territoriy, zdaniy i sooruzheniy ot opasnykh geologicheskikh protsessov. Osnovnye polozheniya.
    9. Rekomendatsii po provedeniyu inzhenernykh izyskaniy, proektirovaniyu, stroitel'stvu i ekspluatatsii zdaniy i sooruzheniy na zakarstovannykh territoriyakh Nizhegorodskoy obl. Nizhniy Novgorod, 2012. 140 s.
    10. Tolmachev V. V., Troitskiy G. M., Khomenko V. P. Inzhenerno-stroitel'noe osvoenie zakarstovannykh territoriy. M. : Stroyizdat, 1986. 117 s.
    11. Lavrusevich A. A., Khomenko V. P. Inzhenernaya zashchita territoriy porazhennykh lessovym psevdokarstom // Vestnik MGSU. 2012. ¹ 10. S. 191-199.
  • Influence of Tectonic Structure and Fissuring on Development of Karst-Suffusion Processes inthe Township of Sernovodsk, the Samara Region
  • UDC 556.332.46(470.43)
    Aleksey N. KHATSKEVICH, Oksana P. CHERVINSKAYA, Dmitry V. GUDKOV, Georgy V. AYZEL
    Abstract. Results of the specialized karst survey conducted in the township of Sernovodsk, the Samara Region, are considered. On the basis of the analysis of library materials of the engineering survey, geophysical investigations and drilling works, the underground and surface karst and suffusion forms are revealed. The relation of karst-suffusion dolines, sluggies, local and general saggings with tectonic fissures and joint fissures is shown.
    Key word: sluggy, karst hazardous territory, suffusion, tectonic disturbance zone, geophysical methods; engineering-geological survey; underground and surface karst and suffusion forms.
  • LITERATURA
    1. Bukin V. P. Peshchera Sernovodska. Uvyazka s poverkhnost'yu // Speleologiya Samarskoy oblasti. Vyp. 4. Samara, 2007. S. 31-38.
    2. Zolotorev G. S. Inzhenernaya geodinamika. M. : Izd-vo MGU, 1983. 328 s.
    3. Savarenskiy I. A., Mironov N. A. Rukovodstvo po inzhenerno-geologicheskim izyskaniyam v rayonakh razvitiya karsta/PNIIIS Minstroya Rossii. M., 1995. 167 s.
    4. Chervinskaya O. P., Avezova K. R., Khomenko V. P. Karstologicheskaya interpretatsiya rezul'tatov elektrorazvedki na ploshchadke proektiruemogo promyshlennogo predpriyatiya // Promyshlennoe i grazhdanskoe stroitel'stvo. ¹ 11. 2009. S. 16-17.
  • Problems of Engineering Preparation of Territories for Industrial-Civil Construction on Reclaimed Lands
  • UDC 624.131.1:626.86
    Stanislav V. SOLSKY, Anastasiya N. AREFIEVA, Aleksandra S. CHUKALINA
    Abstract. Negative consequences in the course of construction of industrial-civil objects on the former agricultural lands without due regard for presence of a reclamation system here are analyzed. The conception of reorganization and liquidation of the reclamation system as well as its adaptation to the needs of new construction is offered.
    Key words: reclamation system, hydrographic network, industrial and civil construction, water utilization system.
  • Approbation of Diaphragm Wall Technology under Geological Engineering Conditions of St.Petersburg
  • UDC 624.153
    Aleksey G. SHASHKIN, Sergey G. BOGOV
    Abstract. Results of field investigations conducted for approbation of the technology in structurally unstable water-saturated soft clay soils typical for St. Petersburg are presented. It is noted, that the safety of application of the technology is ensured by strict observance of the procedure of operations conduct as well as by exclusion of disturbance of natural structure of soil on the territory of a construction site.
    Key words: diaphragm wall, field investigations, water-saturated clay soils.
  • LITERATURA
    1. Ulitskiy V. M., Bogov S. G., Shakhnazarov A. V. Stroitel'stvo parking-seyfov v zastroennoy chasti Sankt-Peterburga // Razvitie gorodov i geotekhnicheskoe stroitel'stvo. 2012. ¹ 13. S. 72-79.
    2. Dashko R. E. Teoriya i praktika inzhenerno-geologicheskogo analiza i otsenki vodonasyshchennykh glinistykh porod kak osnovaniya sooruzheniy : dis. : d-ra geol.-mineral. nauk. L., 1985. 510 s.
    3. Shashkin A. G. Opisanie deformatsionnogo povedeniya glinistogo grunta s pomoshch'yu vyazko-uprugo-plasticheskoy modeli // Inzhenernaya geologiya. 2010. ¹ 4. S. 22-32.
    4. Shashkin A. G. Opredelenie reologicheskikh kharakteristik po rezul'tatam monitoringa napryazhenno-deformirovannogo sostoyaniya massiva grunta i ikh uchet pri proektirovanii podzemnykh sooruzheniy // Inzhenernye izyskaniya. 2011. ¹ 8. S. 8-20.
  • Method of Determination of Displacements and Settlings of Structures with Due Regard forPeculiarities of Works at a Construction Site
  • UDC 528.482
    Grittel G. SHEVCHENKO, Cheslav N. ZHELTKO, Dmitry A. GURA, Maksim A. PASTUKHOV
    Abstract. The method of determination of displacements and settlements of structures based on the conduction of geodesic monitoring without fixing the points of sight is offered. The method of measurements processing with the use of the search compensation method is considered.
    Key words: displacement and settlement of buildings, monitoring, search compensation method.
  • LITERATURA
    1. Levchuk G. P., Novak V. E., Konusov V. G. Prikladnaya geodeziya. Osnovnye metody i printsipy inzhenerno-geodezicheskikh rabot. M. : Nedra, 1981. 446 s.
    2. Potapkin E. V. Monitoring sushchestvuyushchikh zdaniy i vozvodimykh ob"ektov - edinyy mekhanizm stroitel'stva // Promyshlennoe i grazhdanskoe stroitel'stvo. 2006. ¹ 12. S. 25
    3. Mashimov M. M. Uravnivanie geodezicheskikh setey. M. : Nedra, 1989. 280 s.
  • Assessment of Efficiency of Application of Non-Typical Kinds of Artificial Bases
  • UDC 624.15
    Anatoly N. SAURIN, Aleksandr I. KORPACH
    Abstract. The efficiency of application of non-standard artificial bases of foundations at 132 projects of industrial and civil purpose is analyzed. It is noted that the assessment of the effectiveness of objects is impossible without the use of alternate design of systems using standard and non-standard types of artificial bases.
    Key words: geotechnical analysis, «base-foundation» system, standard and non-standard artificial bases, pile field, cast-in-place piles in rolled holes, crosstie distributor, reinforced foundation.
  • LITERATURA
    1. Pat. RU 2334048 S1, MPK E02 D 5/34. Sposob izgotovleniya nesushchey kombinirovannoy armirovannoy nabivnoy svai / A. N. Saurin; opubl. 20.09.2008 // Byul. ¹ 26.
    2. Pat. RU 2334049 S1, MPK E02 D 5/34. Sposob izgotovleniya kombinirovannoy nabivnoy svai / A. N. Saurin; opubl. 20.09.2008 // Byul. ¹26.
    3. Pat. RU 2338033 S1, MPK E02 D 5/34. Sposob vozvedeniya betonnykh nabivnykh svay v raskatannykh skvazhinakh / A. N. Saurin; opubl. 10.11.2008 // Byul. ¹ 31.
    4. Pat. RU 2351711 S1, MPK E02 D 5/34. Sposob izgotovleniya v raskatannykh skvazhinakh nabivnoy svai iz shlakov / A. N. Saurin; opubl. 10.04.2009 // Byul. ¹ 10.
    5. Pat. RU 2348756 S1, MPK E02 D 5/34. Sposob izgotovleniya v raskatannykh skvazhinakh nabivnykh svay iz gruntoshlakovoy smesi / A. N. Saurin; opubl. 10.03.2009 // Byul. ¹ 7.
    6. Pat. RU 2344231 S1, MPK E02D 27/01. Sposob ustroystva osnovaniya fundamentov sooruzheniy s gorizontal'nym armirovaniem sbornymi zhelezobetonnymi elementami / A. N. Saurin; opubl. 20.01.2009 // Byul. ¹ 2.
    7. Pat. RU 2344232 S1, MPK E02D 27/01. Sposob ustroystva osnovaniya fundamentov sooruzheniy s gorizontal'nym armirovaniem monolitnymi zhelezobetonnymi elementami / A. N. Saurin; opubl. 20.01.2009 // Byul. ¹ 2.
  • On the Evaluation of a Statistical Model of Concrete Destruction under Biaxial Compression
  • UDC 624.012.4
    Sergey V. TSVETKOV
    Abstract. It is proposed to use the statistical model of destruction for the evaluation of concrete strength under biaxial compression. The structure of concrete is presented in the form of a model consisting of the system of points of a true square lattice. Specifying the strength parameter for each point in the form of a random quantity, two possible types of destruction are considered: non-oriented under the uniaxial stress state and oriented under the biaxial stress state.
    Key words: biaxial compression, knots of lattice, concrete destruction.
  • LITERATURA
    1. Berg O. Ya., Shcherbakov E. N., Pisanko G. N. Vysokoprochnyy beton. M. : Stroyizdat, 1971. 208 s.
    2. Maydanich I. S., Nezderov A. S., Tsvetkov S. V. Prochnost' i deformatsii betona v usloviyakh dvukhosnogo szhatiya pri staticheskom nagruzhenii // Izv. vuzov. Ser. Stroitel'stvo. 1991. ¹ 4. S. 3-6.
    3. Tsvetkov S. V. O maksimal'nom znachenii koeffitsienta dinamicheskogo uprochneniya betona pri osevom szhatii // Izv. vuzov. Ser. Stroitel'stvo. 1990. ¹ 1. S. 126-128.
    4. Efros A. L. Fizika i geometriya besporyadka. M. : Nauka, 1982. 175 s.
  •  
  • Constructions on the Basis of Wood Elements of Composite Section with Joints on Inclined Metal Rods without the Use of Glue
  • UDC 624.011.1:674.028
    Vladimir I. LINKOV
    Abstract. Strength and deformation characteristics of junctions of wood elements on the inclined metal rods (IMR) without the use of glue obtained as a result of tests of samples of junctions and structures of full sizes are considered. The developed range of bearing structures with a span of 6 - 21 m on the basis of wooden elements of composite section with IMR-junctions for the use in the I-III regions according to the weight of snow cover is presented.
    Key words: wooden structures of composite section, bearing capacity, deformability, junction, inclined metal rods.
  • LITERATURA
    1. SP 64.13330.2011 «SNiP II-25-80. Derevyannye konstruktsii».
    2. Rekomendatsii po ispytaniyu soedineniy derevyannykh konstruktsiy / TsNIISK im. V. A. Kucherenko. M. : Stroyizdat, 1980. 40 s.
    3. Lin'kov V. I. Otsenka dlitel'noy prochnosti soedineniy derevyannykh elementov na naklonnykh metallicheskikh sterzhnyakh bez primeneniya kleya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 3. S. 25-28.
  • Simulation of Technological Processes of Joint Grouting of Frame Buildings at Year-Round Execution of Work
  • UDC 624.012.45:693.557
    Aleksandr A. AFANAS'EV, Lyudmila V. ZINEVICH
    Abstract. A brief characteristic of precast-monolithic framed systems and technology of construction of buildings at year-round execution of work is presented. Basic provisions of the joint-grouting technique at negative temperatures are given. Technological stages of structural elements warming, heating of a concrete mix with heating wires and their process conditions are optimized. The FEM-simulation in a software package «ELCUT» is used as a main calculation method.
    Key words: precast-monolithic frame, joint-grouting, heating of structures, heated enclosure, heating wires, technological mode of warming up, temperature fields, FEM-simulation.
  • LITERATURA
    1. Afanas'ev A. A., Selishchev K. S. Tekhnologiya omonolichivaniya stykov pri vozvedenii karkasnykh zdaniy // Vestnik MGSU. 2010. ¹ 4. S. 34-39.
    2. Afanas'ev A. A. Tekhnologiya vozvedeniya sborno-monolitnykh karkasnykh zdaniy pri otritsatel'nykh temperaturakh vozdukha // Vestnik MGSU. 2012. ¹ 4. S. 175-180.
    3. Zinevich L. V. Primenenie chislennogo modelirovaniya pri proektirovanii tekhnologii obogreva i vyderzhivaniya betona monolitnykh konstruktsiy // Inzhenerno-stroitel'nyy zhurnal. 2011. ¹ 2. S. 24-28.
    4. Selishchev K. S. Raschet parametrov progreva betona v uzlakh omonolichivaniya sborno-monolitnykh konstruktsiy // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 8. S. 60-61.
  • Methods of Actualization of Computational Models of Buildings and Structures in the Course of Monitoring of their Technical Conditions
  • UDC 69.059:624.04.001.57
    Andrey V. KORGIN, Mariya A. ZAKHARCHENKO, Valentin A. ERMAKOV
    Abstract. Issues of the account of real conditions of operation of structures in the computational models of structures in the course of monitoring for the assessment of their factual stressed-strained and technical conditions are considered. The technique of geodesic measurements improved by the authors with regard to space lattice structures is presented.
    Key words: technical conditions of buildings and structures, monitoring, computational model, actualization, geodesic equipment, finite elements method, laser scanning.
  • LITERATURA
    1. Korgin A. V., Ermakov V. A. Avtomatizirovannaya aktualizatsiya MKE-modeli sooruzheniya v khode monitoringa // Mekhanizatsiya stroitel'stva. 2011. ¹ 7. S. 16-17.
    2. Ermakov V. A. Usovershenstvovanie metodiki monitoringa prostranstvennykh deformatsiy sterzhnevykh konstruktsiy sooruzheniy s pomoshch'yu lazernogo skanirovaniya // Vestnik MGSU. 2011. ¹ 12. S. 206-211.
    3. Zakharchenko M. A., Korgin A. V., Ermakov V. A. Monitoring tekhnicheskogo sostoyaniya otvetstvennykh sooruzheniy s ispol'zovaniem sovremennykh geodezicheskikh metodov izmereniy i chislennogo analiza metodom konechnykh elementov // Monitoring. Nauka i bezopasnost'. 2011. ¹ 3. S. 58-63.
    4. Basko E. M., Afonin A. S. O kriteriyakh otsenki soprotivleniya khrupkomu razrusheniyu elementov stal'nykh konstruktsiy s uchetom treshchinopodobnykh defektov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 9. S. 41-43.
  • Application of Bore Mud for Manufacture of Efficient Wall Materials
  • UDC 691.421
    Dmitry V. ORESHKIN, Vyacheslav S. SEMENOV, Aleksandr N. CHEBOTAEV, Vladimir A. PERFILOV, Vladimir I. LEPILOV, Irina G. LUKINA
    Abstract. Results of the study of application possibility of bore mud (a by-product of oil-and-gas industry) for manufacture of wall ceramic materials are expounded. Data on its composition and properties are presented. Compositions of raw mixes have been developed; laboratory samples of a ceramic material with the use of the bore mud have been obtained. The design of a brick with slit-like hollows is proposed; its energy efficiency is shown by the heat engineering computation of an enclosing structure.
    Key words: bore mud, ceramic brick, efficient wall materials, thermal resistance, enclosing structures, power efficiency.
  • LITERATURA
    1. Geoekologicheskie problemy utilizatsii burovogo shlama na Yamale / D. V. Oreshkin, G. P. Sakharov, A. N. Chebotaev, A. S. Kurbatova // Vestnik MGSU. 2012. ¹ 2. S. 125-129.
    2. Denisov D. Yu., Abdrakhimov V. Z. Opredelenie teploprovodnosti keramicheskogo kirpicha na osnove tekhnogennogo syr'ya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 11. S. 76-77.
    3. Perfilov V. A., Lepilov V. I. Effektivnye ograzhdayushchie elementy zdaniy // Izv. vuzov. Severo-Kavkazskiy region. Ser. Tekhnicheskie nauki. Vyp. 5. 2007. S. 68-70.
    4. Perfilov V. A., Lepilov V. I. Keramzitobetonnyy blok s vysokimi teplozashchitnymi svoystvami // Izv. vuzov. Severo-Kavkazskiy region. Ser. Tekhnicheskie nauki. Vyp. 6. 2008. S. 116-120.
  • Calculating Estimation of Deflections of Wooden Beams at Sustained Load
  • UDC 624.011.1:624.042
    Dmitry K. ARLENINOV
    Abstract. The article is devoted to accounting rheological properties of the wood in the course of calculation of flexural elements by the second limiting state. The comparison of results of design deflections of beams with experimental data obtained during the long-time tests is made. It is proposed to solve a non-linear problem in linear definition using the variable modulus of elasticity offered by the author.
    Key words: wooden beams, deflection, variable modulus of elasticity, sustained load.
  • LITERATURA
    1. Arleninov D. K., Arleninov P. D. Peremennyy modul' uprugosti drevesiny // Vestnik MGSU. ¹ 1. 2011. S. 150-153.
    2. Lin'kov N. V. Nesushchaya sposobnost' i deformativnost' soedineniy derevyannykh konstruktsiy kompozitsionnym materialom na osnove matritsy i steklotkani : dis. : kand. tekhn. nauk. MGSU, 2010. 148 s.
    3. Roshchina S. I. Prochnost' i deformativnost' kleenykh armirovannykh konstruktsiy pri dlitel'nom deystvii nagruzki : dis. : d-ra tekhn. nauk. VlGU, 2009. 230 s.
  • Modeling of Activity of the Technical Customer
  • UDC 69.009
    Pavel P. OLEINIK, Tatiana K. KUZMINA
    Abstract. The authors base the modeling of activity of the technical customer on the account of interconnected functional procedures of main stages of realization of the investment-construction process. For each of these phases, organizational and management models in the form of a line graph is built with indication of basic functions of the technical customer and the average duration of each function. An enlarged integrated model of activities of the technical customer and the distribution of the time limit according to stages of the investment and construction process are presented.
    Key words: investor, technical customer, investment and construction process, single integrated model, distribution of time limit, combination of functions, coefficients of stages combination.
  • LITERATURA
    1. Kuz'mina T. K. Anketirovanie kak sostavnoy etap issledovaniya adaptatsii deyatel'nosti sluzhby zakazchika-zastroyshchika v rynochnykh usloviyakh // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 12. S. 69-70.
    2. Kuz'mina T. K. Usilenie funktsiy finansirovaniya, ucheta i otchetnosti v deyatel'nosti sluzhb zastroyshchika (zakazchika) s perekhodom na rynochnye otnosheniya // Tekhnicheskoe regulirovanie. Stroitel'stvo, proektirovanie i izyskaniya. 2012. ¹ 1. C. 50-53.
    3. Oleynik P. P. Organizatsiya stroitel'nogo proizvodstva. M. : ASV, 2010. 572 s.
  • The Technology of Virtual Reality in Mapping of a Building-Site General Layout during theConstruction of a Project
  • UDC 69.05:681.3
    Elena B. KOLESNIKOVA, Sergey A. SINENKO
    Abstract. Some software packages for visualization of building-site general layouts in whole and their components are described. Special attention is paid to the possibility of enhancement of the level of designing works, the quality of their execution, and expansion of the circle of technically untrained users.
    Key words: 3D-visualization, building-site general layout, design, software packages.
  • LITERATURA
    1. Sidenko L. A. Komp'yuternaya grafika i geometricheskoe modelirovanie: ucheb. posobie. SPb : Piter, 2009. 232 s.
    2. http://en.nai.nl/exhibitions/3d_architecture_app/_rp_kolom2-1_ elementId/1_601695 (data obrashcheniya: 29.10.2012).
    3. Zatsepin P. M. Avtomatizirovannaya sistema proektirovaniya kontrolya ob"ektov stroitel'stva // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 6. S. 60.
  • Long-Span Multistorey Buildings under Conditions of Dense Urban Development
  • UDC 721.011.27:624.07
    Vasily A. BIRYUKOV, Tatiana R. ZABALUEVA, Arkady ZAKHAROV
    Abstract. The construction of long span multistorey buildings is especially actual under conditions of the dense urban development. In the course of their designing it is necessary to develop such space-planning arrangements which make it possible to effectively use the structural height of an intermediate floor for location of sports, industrial, storage and trading premises.
    Key words: long-span multistory buildings, structural height of structure, honeycomb structures.
  • LITERATURA
    1. Shuller V. Konstruktsii vysotnykh zdaniy / pod red. G. A. Kazinoy. M. : Stroyizdat, 1979. S. 172-180.
    2. Barry R. Construction of buildings. Blackwell Science Ltd, 1996. P. 43-46.
    3. Kancheli N. V. Stroitel'nye prostranstvennye konstruktsii. M. : ASV, 2003. S. 43-45.
    4. Zakharov A. V., Zabalueva T. R. Nesushchiy etazh // Novyy dom. 2002. ¹ 4. S. 44-47.
    5. Pritykin A. I., Pritykin I. A. Sposoby povysheniya mestnoy ustoychivosti balok // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 7. S. 50-51
  • Discrete Models of Passage of Waves for Calculation of Sound Insulation in Buildings
  • UDC 534.12:699.844.1
    Arkady V. ZAKHAROV
    Abstract. A short critical review of the modern theory of sound insulation using single-layered enclosures is presented. The groundlessness of the dependence of insulation on the angle of sound incidence is shown; the possibility of existence of the spatial- frequency resonance at wave coincidence and the coefficient of losses of a structure defining the level of sound insulation lowering on resonances is denied. The substantiation of application of discrete models of sound transmission through a plate, in which the equations of laws of conservation of momentum and kinetic energy are used, is given. On the basis of discrete models, the practical method of calculation of sound insulation not not conceding on the accuracy of the modern regulatory methods, but featuring more versatility and simplicity is offered.
    Key words: sound insulation with single-layered structures, discrete models of sound transmission, reduced mass, wave coincidence, sound insulation lowering on resonances, calculation method.
  • LITERATURA
    1. Zakharov A. V. Raschet izolyatsii vozdushnogo shuma odnorodnymi ograzhdayushchimi konstruktsiyami : dokl. III nats. konf. po bor'be s shumom (NRB, Varna,1973 g.). S. 63-68.
    2. Zakharov A. V., Ruziev D. R. K raschetu spektra vibroizolyatsii mekhanizmov, ustanavlivaemykh na stroitel'nye konstruktsii // Izv. AN TadzhSSR. Otd-nie fiz.-mat. i geol.-khim. nauk. 1977. ¹ 3 (65). S. 28-33.
    3. Zakharov A. V., Pirmatov R. Kh. Prakticheskiy metod rascheta izolyatsii vozdushnogo zvuka odnosloynymi ograzhdayushchimi konstruktsiyami // Izv. AN TadzhSSR. Otd-nie fiz.-mat., khim. i geol. nauk. 1983. ¹ 2 (88). S. 57-61.
    4. Razzhivin V. M. Vliyanie sposoba zakrepleniya na zvukoizolyatsiyu legkimi ograzhdeniyami : tez. dokl. V nauch.-prakt. konf. molodykh uchenykh i spetsialistov TsNIIpromzdaniy. M. : TsNIIpromzdaniy, 1986. S. 2.
    5. Fasold W., Sonntag E. Bauphysikalische Entwurfslehre 4 - Bauakustik. Verlagsgesellschaft Rudolf M'ller, 1972.
    6. SP 23-103-2003. Proektirovanie zvukoizolyatsii ograzhdayushchikh konstruktsiy zhilykh i obshchestvennykh zdaniy.
    7. Osipov G. L. Shumy i zvukoizolyatsiya. M. : Stroyizdat, 1967. C. 57.
    8. Spravochnik proektirovshchika: Zashchita ot shuma / pod red. E. Ya. Yudina. M. : Stroyizdat, 1974. 134 c.
    9. Shubin I. L. K raschetu proektirovaniya pridorozhnykh ekranov, prednaznachennykh dlya zashchity zhiloy zastroyki ot transportnogo shuma // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 1. S. 11-12.
  • Deformation Calculation of Beams of Underhung Crane Track at Combined Action of Horizontal and Vertical Loads
  • UDC 691.714-422.2:621.874
    Aleksandr A. PYATNITSKY
    Abstract. The calculation of beams of underhung cranes track for combined action of horizontal and vertical loads should be done according to the deformed scheme that make it possible to specify (up to 3 times) the calculated values of the cross deflections of track beams. The abatement of total calculated stresses in the lower chord as a result of such calculation reaches 20% comparing with the calculation recommended by the Track Designing Instruction.
    Key words: underhung cranes, crane beams, calculation, transversal horizontal deflections, knots of beam twisting.
  • LITERATURA
    1. SP 16.13330.2011 «SNiP II-23-81*. Stal'nye konstruktsii».
    2. Instruktsiya po proektirovaniyu putey vnutritsekhovogo podvesnogo transporta. M. : Stroyizdat, 1968. 107 s.
    3. Lozhkin B. G., Smilyanskiy G. M. Konstruktsii putey podvesnogo promyshlennogo transporta. M. : Stroyizdat, 1968. 144 s.
    4. Issledovanie prochnosti i deformativnosti ezdovykh bistal'nykh balok podvesnykh putey : tr. in-ta. Yubil. vyp. / V. G. Dubovik, B. N. Koz'min, V. G. Krymov, A. A. Pyatnitskiy. M. : Giproniiaviaprom, 1982. S. 142-148.
    5. Bleykh F. Ustoychivost' metallicheskikh konstruktsiy. M. : Fizmatgiz, 1959. 544 s.
    6. Tsalalikhin M. S., Zamaraev A. V. Effektivnost' ukrupneniya setki kolonn v odnoetazhnykh zdaniyakh // Promyshlennoe stroitel'stvo. 1966. ¹ 9. S. 11-12.
  • Application of Functional Chemical Modifiers for Development of Composite Materials on the Basis of Cellulose-Containing Waste
  • UDC 666.9.035
    Aleksey V. RUKIN, Larisa S. GRIGORIEVA
    Abstract. Results of the study of application of functional chemical additives for changing the hardening time of a gypsum binder and reducing the inclination to combustion action of a cellulose-containing filler after treatment with fire retardants are presented. Composite materials of low combustibility on the basis of solid domestic waste can be used in the capacity of a middle layer of sandwich structures for construction of fire-proof partitions and compartments.
    Key words: solid domestic waste, composite materials, time of hardening of gypsum binders, fire retardants, oxygen index.
  • LITERATURA
    1. Korovyakov V. F. Gipsovye vyazhushchie i ikh primenenie v stroitel'stve // Rossiyskiy khimicheskiy zhurnal. 2003. T. XLVII. ¹ 4. S. 18-25.
    2. Sokolova Yu. A., Moreva I. V. Perspektivnye napravleniya sovershenstvovaniya i povysheniya effektivnosti kompozitsionnykh gipsovykh materialov // Academia. Arkhitektura i stroitel'stvo. 2008. ¹ 2. S. 68-70.
    3. Ermakova O. N., Nikiforova G. E. Tverdye bytovye otkhody kak odin iz osnovnykh istochnikov zagryazneniya urbanizirovannykh territoriy // Ekologicheskie problemy promyshlennykh gorodov: sb. nauch. tr. Ch. 2. Saratov : SGTU, 2009. S. 89-91.
    4. Protsenko L. Bez dyma i kopoti // Rossiyskaya gazeta. 2011. 17 mart. (Stolich. vyp.).
    5. Tkachenko T. B. Vtorichnye stroitel'nye resursy i ikh ispol'zovanie na predpriyatiyakh stroitel'nogo kompleksa // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 8. S. 35-37.
    6. Kreskina A. V., Rukin A. V., Grigor'eva L. S. Ispol'zovanie tverdykh bytovykh otkhodov pri poluchenii stroitel'nykh materialov // Vestnik MGSU. 2009. ¹ 3. S. 82-84.
    7. GOST 12.1.044-89*. SSBT. Pozharovzryvoopasnost' veshchestv i materialov. Nomenklatura pokazateley i metody ikh opredeleniya.
  • Fine Self-Compacting Concretes for Monolithic Housing Construction on the Basis of Composite Binders
  • UDC 691.535
    Aleksey K. DYATLOV, Aleksey I. KHARCHENKO, Marat I. BAZHENOV, Igor Ya. KHARCHENKO
    Abstract. Results of the study of properties of composite binders, the influence of mineralogical composition of Portlandcement on the efficiency of various hyperplasticizers are reported. The theoretical and experimental substantiations of the formation of concrete mix microstructure are presented.
    Key words: composite binder, fine dispersed hydraulically active microfiller, macro and micro structure of concrete mix.
  • LITERATURA
    1. Astaf'ev Ya. V. Tekhnologiya polucheniya i osnovnye svoystva betonov iz samouplotnyayushchikhsya smesey na osnove napryagayushchego tsementa : avtoref. dis. kand. tekhn. nauk. Brest, 2006. 23 s.
    2. Bazhenov Yu. M., Dem'yanova V. S., Kalashnikov V. I. Modifitsirovannye vysokokachestvennye betony : nauch. izd. M. : ASV, 2006. 368 s.
    3. Zakharov S. A. Optimizatsiya sostavov betonov vysokoeffektivnymi polikarboksilatnymi plastifikatorami // Stroitel'nye materialy. 2008. ¹ 3. S. 42-44.
    4. Nesvetaev G. V. O metodologii otsenki effektivnosti dobavok dlya samouplotnyayushchikhsya betonov // Dni sovremennogo betona : mater. X Mezhdunar. nauch.-prakt. konf. Zaporozh'e, 2008. S. 111-118.
    5. Nesvetaev G. V. Tekhnologiya samouplotnyayushchikhsya betonov // Stroitel'nye materialy. 2008. ¹ 3. S. 24-28.
    6. Gusev B. V., Minsadrov I. N., Kudryavtseva V. D. Svoystva melkozernistykh betonov pri razlichnykh sposobakh uplotneniya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 5. S. 48-50.
    6. Mori T., Higuchi T., Morioka M., Hori A. Effects of Amorphous Calcium Aluminate/Anhydrite Addition on the Hydration Reaction of Ordinary Portland Cement // Internationale Baustofftagung Ibausil, 2003. 1,42
    7. http://www.softelastic.ru/helps/stroymost7 (data obrashcheniya: 09.07.2012 g.)
  • Issues of Typology of Resort-Health-Improving Complexes
  • UDC 725.5:711.455
    Alevtina E. BALAKINA, Oleg A. KOCHANOV
    Abstract. Typological interconnections of objects of the resort-health-improving branch are investigated. The classification and principles of location of resort-health-improving objects are presented. Directions of the development, forms of the organization and the functional base of resort-health-improving complexes are defined. Issues of the formation of development with due regard for renewable energy technologies are considered.
    Key words: resort-health-improving complexes, typology, ecology, sustainable development, energetically autonomous building, renewable energy sources.
  • LITERATURA
    1. Gusev V. V. Ozdorovitel'nye uchrezhdeniya dlya detey i molodezhi. M. : Stroyizdat, 1977. 143 s.
    2. Lapin Yu. N. Energopassivnye intellektual'nye zdaniya // Letopis' intellektual'nogo tvorchestva. 2004. ¹ 2. S. 34-37.
    3. Kimmins Dzh. P. Mirovaya Komissiya po Etike Nauchnykh znaniy i Tekhnologii. Etika energii: struktura dlya deystviya / pod. red. M. Lord, Parizh : Izd-vo YuNESKO, 2001. S. 25-31.
  • Composite Binders for Impregnating Cementation of Soils and Recovery of Quality of Building Structures
  • UDC 691.535
    Igor Ya. KHARCHENKO, Marat I. BAZHENOV, Aleksey I. KHARCHENKO
    Abstract. Results of the study of influence of various additives on composite binders are presented. A very finely dispersed binder is a composite binder, furnace dust, activated bentonite, and micro-silica are additives.
    Key words: very finely dispersed binder, dehydration, air-entraining, composite binders.
  • LITERATURA
    1. Bazhenov Yu. M, Falikman V. R. Novyy vek: novye effektivnye betony i tekhnologii // Stroy-Info. 2007. ¹ 1-2. S. 289-290.
    2. Volkov Yu. S. Zhelezobeton - material na vse vremena // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 10. S. 73-76.
    3. Egorov V. Vysokaya Moskva // Stroitel'naya nauka Moskvy. 2007. ¹ 2. S. 14-18.
    4. Matsegora A. G., Osokin A. I., Ermolaev V. A. In"ektsionnoe ukreplenie gruntov osnovaniya fundamentov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2006. ¹ 7. S. 52-53.
    5. Nikolaev S. Vysotnye zdaniya Moskvy. Bezopasnost' i nadezhnost' - eto kompleks vysokoprofil'nykh resheniy // Tekhnologii bezopasnosti i inzhenernye sistemy. 2006. ¹ 1. S.16-20.
  • Method for Analysis of Thin-Walled Cold-Formed Purlins in Roof Based on the Eurocode Recommendations
  • UDC 624.014(083.75):624.04:681.3
    Olga A. TUSNINA, Markku HEINISUO
    Abstract. In this paper the features of design of thin-walled metal structures are considered. Particularly the analysis of Z-cross-section cold-formed purlins according to Eurocode recommendations is represented. The method of calculation the value of spring stiffness CDA for case of using sandwich panels is proposed. The possibility of applying proposed method is verified by results of experimental tests and numerical analysis done with the use of computing program NASTRAN.
    Key words: metal structures, thin-walled purlins, sandwich panels.
  • LITERATURA
    1. EN 1993-1-3:2004 Eurocode 3: Design of steel structures. Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting.
    2. Tusnin A. R., Tusnina O. A. Vychislitel'naya sistema «Stal'kon» dlya rascheta i proektirovaniya sterzhnevykh konstruktsiy iz tonkostennykh sterzhney otkrytogo profilya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 8. S. 62-64.
    3. Restraining of the cold-formed Z-purlins with sandwich panels. Gdansk, Poland, 2008.
    4. Shimkovich D. G. Raschet konstruktsiy v MSC/NASTRAN for Windows. M. : DMK Press, 2001. 448 s.
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  • Automation of Process of Ash-Slag Mixes Grinding
  • UDC 691.5:621.926.34
    Yury E. VASILIEV, Aleksandr M. KOLBASIN, Madina R. ISAEVA
    Abstract. The controlled automated process of production of an organic-mineral additive (OMD) in the ball-tube mill is considered. The system of optimal functioning of pneumatic transportation of OMD with low power consumption ensuring the production of maximum quantity of additive with specified quality characteristics has been developed. The use of OMD on the basis of ash-slag mixes for the production of fine concrete reduces the cement consumption by 30-40%.
    Key words: organic-mineral additive, ash-slag mixes, grinding, ball mill, pneumatic transportation, optimal control, automated process.
  • LITERATURA
    1. Tsirlin A. M. Optimal'noe upravlenie tekhnologicheskimi protsessami. M. : Energoatomizdat, 1986. 400 s.
    2. Raybman N. S. Optimal'noe upravlenie tekhnologicheskimi protsessami. M. : Nauka, 1985. 440 s.
    3. Ismailova Z. Kh. Effektivnye melkozernistye betony s organomineral'noy dobavkoy na osnove zoloshlakovykh smesey : dis. ... kand. tekhn. nauk. Groznyy, 2008. S. 70-73.
    4. Denisov D. Yu., Abdrakhimov V. Z. Opredelenie koeffitsienta teploprovodnosti keramicheskogo kirpicha na osnove tekhnogennogo syr'ya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 11. S. 76-77.
  • Forming of Innovative Metal Designs of Various Purposes
  • UDC 624.014-41:725.36
    Svetlana A. RASHCHEPKINA
    Abstract. Principles of forming and design of new metal mini-shells from slabs, which allowed to develop a new modified class of metal structures for various purposes are considered. Forming of new thin-walled constructions of buildings and structures is expedient to use in remote areas because it is necessary to deliver to the construction site only packages of sheets or bights of roll billets transported by any transport.
    Key words: principles of forming, metal constructions, ribbed mini-shells.
  • LITERATURA
    1. Denisova A. P., Rashchepkina S. A. K voprosu uprugoplasticheskogo deformirovaniya stal'nykh polos // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 9. S. 31-32.
    2. Rashchepkina S. A. K voprosu tekhnologii proizvodstva novykh metallicheskikh konstruktsiy // Vestnik MGSU. 2010. ¹ 1. S. 147-150.
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  • On the Issue of Enhancement of Operational Reliability of Buildings of Historical Development
  • UDC 72.035/.036:69.059.4
    Alevtina M. KRYGINA, Sergey P. IVANOV, Pavel V. MALTSEV, Aleksandr G. IL'INOV
    Abstract. Features of the survey of technical conditions of building and structures of historical development on the example of a building of 1913 in the city of Kursk are considered. The monitoring of technical conditions and due regard for the influence of new construction on an adjacent area take on the particular significance for preservation of these buildings and ensuring their operational reliability. The influence of reconstruction and extension of the building on the change of engineering-geological conditions, on the design scheme of the building in whole and its separate elements is shown.
    Key words: operational reliability of building, historical development, technical conditions, monitoring, corrosion, cracks, settling.
  • LITERATURA
    1. K voprosu rabotosposobnosti rekonstruiruemykh ob"ektov dorevolyutsionnoy postroyki / A. M. Krygina, S. P. Ivanov, R. V. Ivanova, V. V. Bredikhin // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 1. S.11-13.
    2. O dolgovechnosti kamennoy kladki / A. M. Krygina, P. V. Mal'tsev, A. G. Il'inov, N. V. Kartamyshev // Vestnik MGSU. 2011. ¹ 3. T.2. S. 185-188.
    3. Osobennosti rekonstruktsii istoricheskikh zdaniy i sooruzheniy / S. G. Emel'yanov, A. M. Krygina, S. P. Ivanov, N. M. Krygina // Vestnik Tsentral'nogo regional'nogo otdeleniya RAASN. Vyp. 11. Tambov-Voronezh, 2012. S. 287-293.
    4. Asaul A. N., Kazakov Yu. N., Ipanov V. I. Rekonstruktsiya i restavratsiya ob"ektov nedvizhimosti. SPb : Gumanistika, 2005. 288 s.
    5. GOST R 53778-2010. Zdaniya i sooruzheniya. Pravila obsledovaniya i monitoringa tekhnicheskogo sostoyaniya.
    6. SP 13-102-2003. Pravila obsledovaniya nesushchikh stroitel'nykh konstruktsiy zdaniy i sooruzheniy.
    7. Carpinteri A., Invernizzi S., Lacidogna G. Historical brick-masonry subjected to double flat-jack test: Acoustic emissions and scale effects on cracking density //Construction and Building Materials. 2009. ¹ 23 (8). P. 2813- 2820.
    8. Ulybin A. V., Zubkov S. V. O metodakh kontrolya prochnosti keramicheskogo kirpicha pri obsledovanii zdaniy i sooruzheniy // Inzhenernostroitel'nyy zhurnal. 2012. ¹ 3. S. 29-34.
    9. Derkach V. N., Zhernosek N. M. Metody otsenki prochnosti kamennoy kladki v otechestvennoy i zarubezhnoy praktike obsledovaniya zdaniy i sooruzheniy // Vestnik Belorussko-Rossiyskogo universiteta. 2010. ¹ 3. S. 135-142.
    10. Rekomendatsii po obsledovaniyu i otsenke tekhnicheskogo sostoyaniya krupnopanel'nykh i kamennykh zdaniy / TsNIISK im. V. A. Kucherenko. M., 1988. 57s.
    11. Belov V. V., Derkach V. N. Ekspertiza i tekhnologiya usileniya kamennykh konstruktsiy // Inzhenerno-stroitel'nyy zhurnal. 2010. ¹ 7. S. 14-20.
  • Safety Of Operation Of Objects Of Power Of 1940-1960 Years Of Construction With Reinforced Concrete Structures In Corrosive Damage
  • UDC 621.311:697.34:624.012.35:620.193.4
    Sergey P. IVANOV, Ekaterina G. PAKHOMOVA, Evgeny I. PAKHOMOV, Katarina S. IVANOVA
    Abstract. Reviewed the influence of long-term operation of thermal power plants (TPP) in the Kursk region in the conditions of corrosive effects on the efficiency of reinforced concrete structures. Estimated safe operation of buildings with bearing reinforced concrete structures, according to their corrosive damage.
    Key words: efficiency, reinforced concrete structures, corrosion damage, aggressive environment.
  • LITERATURA
    1. Chirkov V. P., Shavykina M. V. Metod rascheta srokov sluzhby zhelezobetonnykh konstruktsiy pri korrozii armatury. M. : MIIT, 1998. 72 s.
    2. Evans Yu. R. Korroziya i okislenie metallov. M. : Gos. nauch.-tekhn. izd-vo mashinostroitel'noy literatury, 1962. 853 s.
    3. K metodike otsenki rabotosposobnosti zhelezobetonnykh konstruktsiy pri narushenii stsepleniya armatury s betonom pri korrozionnykh povrezhdeniyakh / Pakhomova E. G., Kretova V. M., Gordeev A. V., Mayakov A. S. // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 8. S. 28-29.
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  • Change of a Chemical Composition of Underground Waters in Case of Operational Growth of Power of an Aeration Zone
  • UDC 556.3
    Vladimir V. KHAUSTOV, Vyacheslav D. KOSTENKO, Anatoly P. DUBYAGA
    Abstract. A negative trend in the change of chemical composition of underground waters at water intakes of the Kursk Region is revealed. The basic process of chemical composition transformation - oxidation of sulfides and dissolution of carbonates and sulphates in the expanding zone of aeration as a result of the intensive operation - has been established. The developed mathematical model makes it possible to predict the changes in the composition of underground waters and to control their quality.
    Key words: underground waters, water intake, aeration zone, underground water hardness, statistical treatment, mathematical model.
  • LITERATURA
    1. Lekhov A. V., Vishnyak A. I. Model' okisleniya dispersnogo pirita peschano-glinistykh otlozheniy pri vodoponizhenii // Geoekologiya. 2005. ¹ 6. S. 505-516.
    2. Kraynov S. R., Ryzhenko B. N., Shvets V. M. Geokhimiya podzemnykh vod. Teoreticheskie, prikladnye i ekologicheskie aspekty / otv. red. N. P. Laverov. M. : Nauka, 2004. 677 s.
    3. Plotnikov N. I. Tekhnogennye izmeneniya gidrogeologicheskikh usloviy. M. : Nedra, 1989. 268 s.
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    10. Porotov G. S. Matematicheskie metody modelirovaniya v geologii. SPb : SPbGGI, 2006. 223 s.
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  •  
  • Problem of Enhancement of Efficiency of Post-Graduate Professional Education and System Approach to Its Solution
  • UDC 378.046.4
    Ekaterina D. TRUSHKOVSKAYA, Natalia V. RYASKOVA
    Abstract. The investigation of the system of post-graduate professional education has been carried out; the method of investigation has been determined; significant problems have been revealed; up-to-date principles of management have been defined; recommendations for the enhancement of efficiency of post-graduate professional education in the field of construction have been made.
    Key words: post-graduate professional education, construction, system approach, up-to-date principles of management, advanced training of scientific and scientific-pedagogical personnel.
  • LITERATURA
    1. Shchedrovitskiy G. P. Problemy metodologii sistemnogo issledovaniya. M., 1964. 48 c.
    2. Senin N. I., Shirshikov B. F. Strategiya innovatsionnogo razvitiya Instituta stroitel'stva i arkhitektury MGSU // Promyshlennoe i grazhdanskoe stroitel'stvo. 2006. ¹ 4. S. 46-48.
    3. Shreyber A. K. Novye metody povysheniya kvalifikatsii spetsialistov stroitel'noy otrasli // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 5. S. 59-60.
    4. Nezavisimaya obshchestvenno-professional'naya akkreditatsiya: povyshenie kachestva i konkurentosposobnosti rossiyskogo obrazovaniya / Yu. S. Avramov, N. P. Kalashnikov, A. D. Rudchenko [i dr.] // Voprosy obrazovaniya. 2007. ¹ 2. S. 56-67.
    5. Telichenko V. I. Problemy i napravleniya razvitiya vysshego stroitel'nogo obrazovaniya v Rossii // Promyshlennoe i grazhdanskoe stroitel'stvo. 2005. ¹ 6. S. 37-41.
  • Construction of the «Areal» Congress-Hotel in the Noginsk District, the Moscow Region
  • UDC 725.83:725.5(470.311)
    Boris L. ARONOV, Vladimir V. TEPLOV
    Abstract. It is told about designing and construction of the hotel complex «Areal», a principally new type of a public building intended for holding of congresses and conferences, organization of corporative recreation of employees of large firms.
    Key words: hotel complex, congress-hotel «Areal», designing, construction.