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

Contents of issue ¹ 5 (may) 2013
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  • General Meeting of the Russian Academy of Architecture and Construction Sciences
  • Cities of Russia. Problems of Designing and Realization
  • Lezhava I. G.
  • Problems of Peculiarity of Historical Cities
  • Shchenkov A. S.
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  • Methodology of Management of Ecological Safety of Motor Transport System of the City on the Principles of Biospheric Compatibility
  • UDC 504.06:656.07
    Nataliya V. BAKAEVA, Sergey G. EMELIANOV
    Abstract. Basic provisions of the management methodology of ecological safety of motor transport system of the city are substantiated. As a conceptual basis of the solution of an assigned task the fundamental principles of biospheric compatibility of cities and settlements are used. An algorithm of transformation of a motor transport system into the ecologically safe structure of municipal services is presented.
    Key words: biospheric compatibility, ecological safety, motor transport system, management methodology, balance of biotechnosphere.
  • LITERATURA
    1. Problemy ustoychivogo razvitiya gorodskikh transportnykh sistem v Rossiyskoy Federatsii / V. V. Donchenko, Yu. I. Kunin, D. M. Kaz'min, V. V. Mekhonoshin. SPb, 1999.
    2. Tul'chinskiy G. L. Obessilennoe obshchestvo // Znamya. 2010. ¹ 1. S. 167-174.
    3. Predlozheniya k proektu doktriny gradoustroystva i rasseleniya (strategicheskogo planirovaniya gorodov - city-planning) / V. A. Il'ichev, A. M. Karimov, V. I. Kolchunov [i dr.] // Zhilishchnoe stroitel'stvo. 2012. ¹ 1. S. 2-11.
    4. Il'ichev V. A. Printsipy preobrazovaniya goroda v biosferosovmestimyy i razvivayushchiy cheloveka // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 6. S. 3-12.
    5. Bakaeva N. V., Shishkina I. V. Metodika opredeleniya obobshchennykh kriteriev otsenki sostoyaniya territorial'noy avtotransportnoy sistemy na osnove kontseptsii biosfernoy sovmestimosti // Izv. YuZGU. 2011. ¹ 5. Ch 2. S. 43-48.
  • Biospheric Systems in Construction with Energy Saving Structural Elements of External Walls of Buildings
  • UDC 697.35.004.18:351.777.8.001
    Nikolay S. KOBELEV, Alevtina M. KRYGINA, Vladimir N. KOBELEV, Anastasiya V. TOKAREVA, Dmitry M. TARASOV
    Abstract. At present the building production intensively develops a new trend: biospheric systems of heat supply for modern buildings and buildings under reconstruction. Therefore, the solution, especially at the project level, for combining biospheric systems in building with the use of energy saving structural elements of external walls of buildings is one of actual. Methods for calculating the reduction of heat losses from the heat exchanger of the heating system through the outer enclosures and also the basic structural conception of heat protection are presented.
    Key words: biospheric system, energy saving, heat losses, external walls of building, heat exchanger of heating system.
  • LITERATURA
    1. Kobelev N. S., Ershova E. I. Energosberegayushchaya sistema teplosnabzheniya zdaniy s ventiliruemym fasadom // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 12. S. 62-63.
    2. Kobelev N. S. Energosberegayushchie konstruktivnye elementy naruzhnykh ograzhdeniy // Izv. YuZGU. 2011. ¹ 5. Ch. 2. S. 170-175 s.
    3. Isachenko V. P., Osipova V. A., Sukomel A. S. Teploperedacha : ucheb. dlya vuzov. M. : Energoatomizdat, 1981. 416 s.
    4. Gusev V. M. Teplotekhnika, ventilyatsiya, otoplenie i konditsionirovanie vozdukha. L. : Stroyizdat. Leningrad. otd-nie, 1981. 343 s.
    5. Panel' dlya dopolnitel'noy teploizolyatsii / N. S. Kobelev, S. G. Emel'yanov [i dr.] // Patent Rossii ¹ 2466244. 2012. Byul. ¹ 31.
  • Sodium Hypochlorite for Disinfection of Various Purpose Waters as an Alternative to Liquid Chlorine
  • UDC 661.833.322.2:628.162.8
    Aleksandr A. AKULSHIN, Dmitry V. BOKINOV, Anatoly A. AKULSHIN, Ilia S. SHALAY
    Abstract. The current situation with the use of liquid chlorine which is rated as the second toxicological class of hazard for disinfection of various purpose waters is analyzed. A possibility to use sodium hypochlorite as an alternative to chlorine since water solutions of sodium hypochlorite have high antibacterial activity and a wide spectrum of influence on microorganisms is shown.
    Key words: liquid chlorine, sodium hypochlorite, water disinfection, disinfecting reagent, hypochlorous acid.
  • LITERATURA
    1. Kuzubova L. I., Kobrina V. N. Khimicheskie metody podgotovki vody (khlorirovanie, ozonirovanie, ftorirovanie) : analiticheskiy obzor. Novosibirsk: SO RAN, GNNTB, NIOKh, 1996. 36 c.
    2. Simanova S. A. Novyy spravochnik khimika i tekhnologa. T. 8. Elektrodnye protsessy. Khimicheskaya kinetika i diffuziya. Kolloidnaya khimiya. SPb : ANO NPO «Professional», 2004. S. 273-274.
    3. URL: http://www. watermagazine.ru/news/arhiv-news /259-2009-12-06-08-43-59 (data obrashcheniya: 15.04.2013)
    4. Golovachev A. V., Abrosimova E. M. Primenenie gipokhlorita natriya dlya obezzarazhivaniya vody // Vodosnabzhenie i sanitarnaya tekhnika. 2009. ¹ 4. S. 7.
  • Technical Conception for Reconstruction of a Folded Roof of a Hangar of the «Zhuliany» Airport in Kiev
  • UDC 624.074.5.012.35:725.391.004.68(477-25)
    Vitaly I. KOLCHUNOV, Leonid N. SKORUK
    Abstract. Results of the check calculation of a reinforced concrete panel-fold of the hangar roof of the airport in Kiev at the existing design conception and after changing the design position of tie-strings are presented. An analysis of calculation schemes performed using the SCAD software is presented. The recommendations on changing the operational dimensions of the building without removing the roof structures are made.
    Key words: reinforced concrete panel, folded roof, reconstruction, calculation, SCAD software.
  • LITERATURA
    1. SP 52-117-2008. Zhelezobetonnye prostranstvennye konstruktsii pokrytiy i perekrytiy. Ch. ?. Metody rascheta i konstruirovanie. M. : FGUP «NITs «Stroitel'stvo», 2008. 144 s.
    2. Posobie po proektirovaniyu zhelezobetonnykh prostranstvennykh konstruktsiy pokrytiy i perekrytiy (k SP 52-117-2008) / NIIZhB im. A. A. Gvozdeva. M., 2010. 159 s.
    3. Metodicheskie rekomendatsii po proektirovaniyu i tekhnologii mekhanizirovannogo izgotovleniya paneley-obolochek polnoy zavodskoy gotovnosti. Kiev : NIISK Gosstroya SSSR, 1976. 68 s.
    4. Rukovodstvo po proektirovaniyu zhelezobetonnykh prostranstvennykh konstruktsiy pokrytiy i perekrytiy / NIIZhB Gosstroya SSSR. M. : Stroyizdat, 1979. 421 s.
    5. Tseytlin A. A. Sbornye zhelezobetonnye volnistye pokrytiya (proektirovanie, izgotovlenie i stroitel'stvo). Kiev : Bud?vel'nik, 1978. 152 s.
    6. Tseytlin A. A., Beletskiy Yu. I., Markzon D. G. Arochnaya panel'-skladka razmerami 24?3 m // Beton i zhelezobeton. 1968. ¹ 1. S. 20-22.
    7. Prochnost' i deformativnost' zhelezobetonnykh konstruktsiy pri zaproektnykh vozdeystviyakh / G. A. Geniev, V. I. Kolchunov, N. V. Klyueva [i dr.]. M. : ASV, 2004. 216 s.
    8. Klyueva N. V., Vetrova O. A. K otsenke zhivuchesti zhelezobetonnykh ramno-sterzhnevykh konstruktivnykh sistem pri vnezapnykh zaproektnykh vozdeystviyakh // Promyshlennoe i grazhdanskoe stroitel'stvo. 2006. ¹ 11. S. 56-57.
  • Formation Of Regional Housing Estate Portfolio At Comprehensive Update Of The Existing Building City
  • UDC 711.14/.16:69.003(075.8)
    Vladimir V. BREDIÊHIN
    Abstract. The conducted research allowed to classify objects of reproduction on various real estate portfolios, including the use of innovative technologies, simulation of the construction of real estate using the methods of situational management and relationship-building investment flows with the effective selection of best practices for the reconstruction and renovation of the existing building.
    Key words: municipal housing stock, land property complex, association owners of housing, planning.
  • LITERATURA
    1. Baronin S. A. Metodologiya formirovaniya i razvitiya rynka dostupnogo zhil'ya na osnove upravleniya vosproizvodstvom territorial'noy zhilishchnoy nedvizhimosti. Penza : PGUAS, 2005. 241 s.
    2. Bredikhin V. V. Vosproizvodstvo ob"ektov nedvizhimosti v gorodskom investitsionno-stroitel'nom komplekse // Izv. YuZGU. Ser. Tekhnika i tekhnologii. 2012. ¹ 2. Ch. 2. S. 14-22.
    3. Bredikhin V. V. Problemy upravleniya organizatsionno-ekonomicheskoy nadezhnost'yu razvitiya gorodskoy territorii // Nedvizhimost': ekonomika, upravlenie. 2012. ¹ 2. S. 23-26.
  • Methods of Experimental Study of Strength, Stiffness and Crack Resistance of Reinforced Concrete Composite Constructions of Oblique Sections
  • UDC 624.012.45.001.4
    Hamit Z. BASHIROV, Anna A. DORODNYKH, Konstantin M. CHERNOV, Ivan S. GORNOSTAEV
    Abstract. Methods for laboratory experimental study of strength, stiffness and crack resistance of reinforced concrete composite constructions of oblique sections under the force loading, which make it possible to determine the experimental parameters and to make sure of adequacy of calculating hypotheses are proposed. It is shown, that this methodology makes it possible to obtain valid data on complex stressed-strained state of "shear" sections under study.
    Key words: experimental studies, reinforced concrete composite constructions, strength, stiffness, crack resistance, inclined section.
  • LITERATURA
    1. Kolchunov V. I., Yakovenko I. A. Metodika eksperimental'nykh issledovaniy vnetsentrenno szhatykh zhelezobetonnykh konstruktsiy, usilivaemykh pri rekonstruktsii // Bud?vnitstvo Ukra¿ni. 2008. Vyp. 4. S. 25-28.
    2. Yakovenko I. A., Bidzhosyan G. K. Metodika eksperimental'nykh issledovaniy rastyanutogo betona mezhdu treshchinami sostavnykh vnetsentrenno szhatykh zhelezobetonnykh konstruktsiy // Bud?vnitstvo Ukra¿ni. 2011. Vyp. 5. S. 33-37.
    3. Nemirovskiy Ya. M. Issledovanie napryazhenno-deformirovannogo sostoyaniya zhelezobetonnykh elementov s uchetom raboty rastyanutogo betona nad treshchinami i peresmotr na etoy osnove teorii rascheta deformatsii raskrytiya treshchin // Prochnost' i zhestkost' zhelezobetonnykh konstruktsiy; pod. red. A. A. Gvozdeva. M. : Stroyizdat, 1968. S.152-173.
    4. Krygina A. M., Chernov K. M., Bashirov Kh. Z. Prochnost' zhelezobetonnykh konstruktsiy po naklonnym treshchinam pervogo i vtorogo tipov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2013. ¹ 2. S. 16-18.
  • Investigation of Stressed-Strained State of Shallow Geometric Nonlinear Shells On The Round Plan of Variable Shape at Different Types Of Loading
  • UDC 624.074.43
    Leonid Yu. STUPISHIN, Aleksandr G. KOLESNIKOV, Tatiana A. OZEROVA
    Abstract. The methodology of definition of a rational shape of shallow shells on the round plan at different types of loading and ways of resting is considered. This methodology makes it possible to ensure the resource and energy efficiency of shell structures, enhance their service reliability as well as to take into account more accurately design parameters of loading in the course of designing, to find rational designs of shells at various types of loading and resting.
    Key words: stressed-strained state, shallow geometric nonlinear shells, shells of variable shape, various types of loading, ways of resting.
  • LITERATURA
    1. Stupishin L. Yu. Priblizhennyy sposob opredeleniya optimal'noy formy pologikh geometricheski nelineynykh obolochek vrashcheniya pri uslovii ustoychivosti // Izv. vuzov. Str-vo i arkhit. 1989. ¹ 9. S. 28-32.
    2. Stupishin L. Yu. Priblizhennyy sposob opredeleniya optimal'noy formy pologikh obolochek na pryamougol'nom plane // Izv. vuzov. Str-vo i arkhit. 1991. ¹ 4. S. 37-40.
    3. Kornishin M. S., Isanbaeva F. S. Gibkie plastiny i paneli. M. : Nauka, 1968. 260 s.
    4. Stupishin L. Yu., Kolesnikov A. G. Issledovanie napryazhenno-deformirovannogo sostoyaniya pologikh geometricheski nelineynykh obolochek na pryamougol'nom plane // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 1. S. 24-25.
  • Features of Centrifugal Pumps Operation When Transporting Viscoplastic Suspensions
  • UDC 621.671.2
    Aleksandr V. MOROZOV
    Abstract. Results of the test of a centrifugal pump on transporting suspensions of different concentrations depending on suction conditions are presented. A pumping unit protected by a patent for invention which makes it possible to improve the conditions of suction, reduce the value of suction head, and improve the reliability of the unit operation is offered. The influence of suspension concentration on the pumping unit operation is shown; a technical solution for removal of free air from the suspension is offered.
    Key words: centrifugal pumps, viscoplastic suspensions, suction and pressure lines, gas content, concentration.
  • LITERATURA
    1. Morozov V. A., Morozov A. V. Raschet kharakteristik nasosnykh stantsiy kanalizatsii // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 5. S. 42-43.
    2. Karelin V. Ya. Kavitatsionnoe vliyanie v tsentrobezhnykh i osevykh nasosakh. M. : Mashinostroenie, 1975. 335 s.
    3. Morozov A. V., Babkin V. F. Sovmestnaya rabota nasosnykh stantsiy i setey // Stroitel'stvo: formirovanie sredy zhiznedeyatel'nosti: sb. tr. M. : MGSU, 2012. S. 698-701.
    4. Babkin V. F., Morozov A. V. Povyshenie energosberegayushchikh kharakteristik tsentrobezhnykh nasosov, perekachivayushchikh vyazkoplastichnye suspenzii // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 12. S. 73-74.
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  • Taking into Account Nonlinear Properties of Materials and Deformability of Layers When Calculating the Strength of Steel-Reinforced Concrete Floors
  • UDC 624.012.35/.45
    Farit S. ZAMALIEV
    Abstract. The stressed-strained state of a steel-reinforced concrete element is analyzed. Deformation methods of design of a steel- reinforced concrete element with nonlinear properties of material and deformability of layers are proposed. A comparison of results with the data of experimental studies conducted by the article's author is presented.
    Key words: strength, steel-reinforced concrete, stressed-strained state, yielding of connection, computational model.
  • LITERATURA
    1. STO 0047-2005. Perekrytiya stalezhelezobetonnye s monolitnoy plitoy po stal'nomu profnastilu. Raschet i proektirovanie / ZAO «TsNIIPSK im. Mel'nikova». M., 2005. S. 43.
    2. Eurocode 2: Design of Concrete Structures - Part 1.1: General Rules and Rules for buildings. CEN, 2003. P. 224.
    3. Almazov V. O. Garmonizatsiya stroitel'nykh norm: neobkhodimost' i vozmozhnosti // Promyshlennoe i grazhdanskoe stroitel'stvo. 2007. ¹ 1. S. 51-54.
    4. Almazov V. O. Problemy ispol'zovaniya evrokodov v Rossii// Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 7. S. 36-38.
    5. Karpenko N. I., Mukhamediev T. A., Petrov A. N. Iskhodnye i transformirovannye diagrammy deformirovaniya betona i armatury // Napryazhenno-deformirovannoe sostoyanie betonnykh i zhelezobetonnykh konstruktsiy. M. : NIIZhB, 1986. S. 7-25.
    6. Rzhanitsyn A. R. Sostavnye sterzhni i plastinki. M. : Stroyizdat, 1986. 316 s.
    7. Zamaliev F. S., Shaymardanov R. I. Eksperimental'nye issledovaniya stalezhelezobetonnykh balok na staticheskie nagruzheniya // Sb. st. mezhdunar. nauchn.-tekhn. konf. «Effektivnye stroitel'nye konstruktsii. Teoriya i praktika». Penza, 2002. S. 98-101.
  • Quantitative Analysis of Ultimate Impact of Deviations of Geometric Parameters of Reinforced Concrete Structures of Multistory Buildings
  • UDC 624.012.45:72.011.25
    Aleksandr M. MOSIN
    Abstract. The ultimate impact of standardized deviations of sizes of cross-sections of elements of reinforced concrete multistory buildings on normal tensions in cross-section of a column is analyzed. Practically valid maximum (with a probability greater than 99.8%), as well as the limit of possible adverse effect for different defect levels and classes of accuracy is investigated. Assignment of random variations is performed in accordance with the normal distribution. To find the ultimate combinations of standardized variations of geometric parameters the genetic algorithm is used.
    Key words: reinforced concrete structures, imperfection level, geometric imperfections, cumulative effects of imperfections, normal distribution, genetic algorithm, parallel computing.
  • LITERATURA
    1. EN 1992-1-1 Eurocode 2: Design of concrete structures - Part 1: General rules and rules for buildings.
    2. Bayburin A. Kh., Nikonorov S. V. O dopuske na razmery monolitnykh konstruktsiy grazhdanskikh zdaniy // Vestnik YuUrGU. Ser. Stroitel'stvo i arkhitektura. 2008. ¹ 12. S. 16-18.
    3. Ivanov S. I., Kuzevanov D. V. Otkloneniya razmerov secheniy i velichiny zashchitnogo sloya pri izgotovlenii monolitnykh zhelezobetonnykh konstruktsiy. URL: http:// niizhb2.ru/Article/A8-3.pdf (data obrashcheniya: 15.02.2012).
    4. Rekomendatsii po zashchite vysotnykh zdaniy ot progressiruyushchego obrusheniya / MNIITEP i RAASN. M., 2006.
  • Particular Cases of Calculating the Gleason Distance
  • UDC 517.5
    Mikhail P. OVCHINTSEV, Alina D. KOLESNIKOVA
    Abstract. The Gleason distance is calculated between two opposite points lying in the unit circle. The theorem about a conformal invariance of the problem considered and the lemma which makes it possible to obtain the extremal function in this task are given. Finally, particular cases of calculating the Gleason distance in the unit circle and in the upper half-plane are considered.
    Key words: Gleason distance, Möbius transformation, conformal mapping.
  • LITERATURA
    1. Garnett Dzh. Ogranichennye analiticheskie funktsii. M. : Mir, 1984. S. 50-51.
    2. Khavinson S. Ya. Osnovy teorii ekstremal'nykh zadach dlya ogranichennykh analiticheskikh funktsiy i ikh razlichnye obobshcheniya. M. : MISI, 1981. 59 s.
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  • Design of Multistory Residential Buildings for Construction in Moscow with due regard for Potential Danger of Karst Processes Development
  • UDC 72.011.25.001.24:699.8:551.448
    Mikhail S. VAYNSHTEYN
    Abstract. Up-to-date models and methods of design of multistory buildings on monolithic foundations under conditions of possible development of karst depressions of up to 6 m diameter in the base (in the process of operation) are offered. The aim of calculation in a "linear" arrangement is the determination of necessary strength characteristics of structural elements of a building and cross-sections of reinforcement of foundations ensuring the normal operation of an object in case of formation of a karst depression; in a physically "non-linear" arrangement (at different positions of the karst depression) - the determination of possibility of avalanche-like (progressing) destruction of the building in case of "local" destruction of the base under the foundation.
    Key words: design of building, foundations, karst depressions, strength of structure, progressing destruction, computer model.
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  • Computer Analysis of Stressed-Strained State of the Historic Part of «Circular Depot» Building
  • UDC 624.91.024.5:725.33.035
    Aleksandr S. PERUNOV, Yury S. KUNIN, Vyacheslav I. KOTOV
    Abstract. The history of the monument of industrial architecture of the XX century and conditions of basic building structures of the "Circular depot" building in Moscow are described. Results of the calculation of brick structures of the building for the first stage of restoration are presented. Recommendations on ensuring the bearing capacity and preservation of the monument at the first stage of restoration are made.
    Key words: monument of industrial architecture, "Circular depot", restoration, stressed-strained state, masonry.
  • LITERATURA
    1. Slavina T. A. Konstantin Ton. M. : Stroyizdat, 1989. 224 s.
    2. Zodchie Sankt-Peterburga. XIX - nachalo KhKh v. / sost. V. G. Isachenko; red. Yu. Artem'eva, S. Prokhvatilova. SPb : Lenizdat, 1998. 995 s.
    3. Kirikov B. M. Arkhitektory-stroiteli Sankt-Peterburga ser. XIX - nach. KhKh vv. SPb : Piligrim, 1996. 192 s.
    4. Perunov A. S. Otsenka napryazhennogo sostoyaniya konstruktsiy restavriruemykh istoricheskikh kirpichnykh zdaniy s primeneniem raznoprochnykh materialov dlya vychinki // Vestnik MGSU. 2009. ¹ 1. S. 122-126.
  • Method for Determining Basic Technological Parameters of Injection of Viscous Mortars in Sandy Soils
  • UDC 624.138.4:51
    Vladimir M. MARGOLIN
    Abstract. Dependences which make it possible to define technological parameters when designing the soil stabilization and which present simple formulas convenient for practical engineering calculations are obtained. There are two parts of dependences: dimensional and dimensionless. The dimensional part of all dependences obtained from different sources is reduced to a uniform type. The dimensionless part is presented by a dimensionless argument - a radius which expresses the regularity of variation of the radius of spreading of mortar in the soil in time.
    Key words: soil stabilization, technological parameters, radius of mortar spreading.
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  • Analysis of Experimental Results of Determining the Bearing Capacity of Soils According to Process Parameters of Jacking of Piles
  • UDC 624.151.1.001.8
    Anton N. GAIDO, Yaroslav V. IVANOV, Yaroslav V. IL'IN
    Absract. Technological parameters of jacking of precast piles are considered. Methods of determining the bearing capacity of soils on the basis of changing the final pressure taking into account the analysis of practical experience of similar works are studied.
    Key words: pile foundations, jacking of piles, jacking force, bearing capacity of soils, static tests of soils with jacking load.
  • LITERATURA
    1. Gaydo A. N. Tseli i zadachi issledovaniy tekhnologicheskikh resheniy ustroystva fundamentov mnogoetazhnykh zdaniy i sooruzheniy // Vestnik grazhdanskikh inzhenerov. 2011. ¹ 4 (29). S. 81-90.
    2. Gaydo A. N. Issledovanie tekhnologicheskikh parametrov vdavlivaniya svay // Vestnik grazhdanskikh inzhenerov. 2012. ¹ 4(33). S. 129-137.
    3. Svaynye fundamenty i zaglublennye sooruzheniya pri rekonstruktsii deystvuyushchikh predpriyatiy / E. M. Perley, V. F. Rayuk, V. V. Belen'kaya, A. N. Almazov. L.: Stroyizdat, 1989. 176 s.
    4. Verstov V. V., Gaydo A. N., Ivanov Ya. V. Tekhnologiya i kompleksnaya mekhanizatsiya shpuntovykh i svaynykh rabot. SPb : Lan', 2012. 288 s.
    5. Freydman B. G. Sovershenstvovanie tekhnologii vdavlivaniya svay i shpunta v usloviyakh plotnoy zastroyki: avtoref. ... dis. kand. tekhn. nauk. SPb : SPbGASU, 2002. 23 s.
    6. RTM 36.44.12.2-90. Proektirovanie i ustroystvo fundamentov iz svay, pogruzhaemykh sposobom vdavlivaniya (s dopolneniyami). SPb : VNIIGS, 1995. 46 s.
    7. Bakholdin B. V., Perley E. M., Svetinskiy E. V. Issledovanie protsessa pogruzheniya svay vdavlivaniem // Osnovaniya, fundamenty i mekhanika gruntov. 1997. ¹ 3. S. 25-27.
  • Innovative Technological Processes and Equipment for Welding in Civil Engineering
  • UDC 621.791:061.43(100)
    Vasily I. OBOTUROV, Aleksandr I. DANILOV
    Abstract. A brief review of innovative technologies and equipment for welding and cutting demonstrated at the 12th International Exhibition "Weldex/Ðîññâàðêà 2012" is done. The main features and advantages of the use of plasma welding and cutting are considered. The compact power equipment of inverter type and equipment for plasma welding and cutting are of great practical interest.
    Key words: civil engineering, welding, metal cutting, inverter installation, pulse mode, plasma welding, plasma cutting.
  • LITERATURA
    1. Makarova I. V., Fedyukin S. V. K voprosu ob impul'snom rezhime ruchnoy dugovoy svarki. Perm' : ASOIK, 2012. 20 s.
    2. Koryukaev Yu. S., Kitain M. B. Aerozoli metallov pri dugovoy svarke i teplovoy obrabotke metallov // Mir svarki. 2011. ¹ 2. S. 38-41.
    3. Oboturov V. I. Svarochnye raboty v stroitel'stve. M. : ASV, 2012. S. 101-106.