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IMPLEMENTATION OF DIAGNOSIS AND REPAIR OF BRIDGE STRUCTURES

Vestnik MGSU 6/2016
  • Yushkov Vladimir Sergeevich - Anapa branch of Kuban State Agrarian University (Anapa branch of KubSAU) Senior Lecturer, Department of Industrial and Civil Engineering, Anapa branch of Kuban State Agrarian University (Anapa branch of KubSAU), Krasnodarskiy kray, g. ul. 11 Chernomorskaya str., Anapa, 353440, the Krasnodar Territory, Russian Federation.
  • Kychkin Vladimir Ivanovich - Perm National Research Polytechnic University (PNRPU) Candidate of Technical Sciences, Associate Professor, Department of Automobiles and Technological Machines, Perm National Research Polytechnic University (PNRPU), 29 a Komsomol’skiy prospekt, Perm, 614990, Russian Federation.
  • Barmin Nikolay Dmitrievich - Perm National Research Polytechnic University (PNRPU) Associate Professor, Department of Automobiles and Technological Machines, Perm National Research Polytechnic University (PNRPU), 29 a Komsomol’skiy prospekt, Perm, 614990, Russian Federation.

Pages 118-125

Insufficiency and delays of maintenance of the technical state of bridges is greatly related to work labour input, absence of adequate mechanical means and automation of the process of inspection of structures. The authors considered domestic and foreign Machinery which repair bridge structures and are used to conduct surveys, tests and special repairs on different levels, both above and below the vehicle position. The design of a machine with the main operational characteristics is presented. The defects detected during the inspection of bridges are enumerated. In the conditions of deterioration of the bridges of different structures and responding the requirements to reduce the risk level of engineering structures’ operation there is a demand in renewing the population of machines for investigation of the technical condition of automobile bridge, because of special vehicles deterioration, there is no staff of specialists who are able to solve the problems of maintenance and increasing the reliability of bridge structures to the required extend. Also the main principles of control and inspection of bridge structures include the requirements to technical equipment for measurements and testing equipment.

DOI: 10.22227/1997-0935.2016.6.118-125

References
  1. Alekseev V.M., Novodzinskiy A.L. Otsenka tekhnicheskogo sostoyaniya mostov Permskoy oblasti [Evaluation of the Technical State of Bridges Perm Region]. Aktual’nye problemy avtomobil’nogo, zheleznodorozhnogo, truboprovodnogo transporta v Ural’skom regione :materialy mezhdunarodnoy nauchno-tekhnicheskoy konferentsii (1—3 dekabrya 2005 g.) [Current Problems of Road, Rail and Pipeline Transport in the Ural Region: Materials of the International Science and Technology Conference (December 1—3, 2005)]. Perm, PGTU Publ., 2005, pp. 70—74. (In Russian)
  2. Kychkin V.I., Yushkov V.S. Informatsionnye tekhnologii organizatsii inspektsionnykh marshrutov mobil’nykh remontnykh masterskikh [Information Technologies for Organization of Inspection Routes of Mobile Repair Shops]. Stroitel’nye i dorozhnye mashiny [Construction and Road Building Machinery]. 2015, no. 8, pp. 30—33. (In Russian)
  3. AASHTO Standard Specifications for Transportation Materials and Methods of Sampling and Testing. 23rd Edition. Part 2B. T321-03: Determining the Fatigue Life of Compacted Hot-Mix Asphalt (HMA) Subjected to Repeated Flexural Bending, AASHTO, Washington, D.C, 2003.
  4. Dobrogorskiy V.F. Novyy kran dvoynogo naznacheniya [New Crane of Dual Purpose]. Stroitel’nye i dorozhnye mashiny [Construction and Road Building Machinery]. 1994, no. 6, pp. 24—26. (In Russian)
  5. Nikolaychuk K. Avariynye mosty Rossii [Emergency Bridges in Russia]. Avtomobil’nye dorogi [Automobile Roads]. 1992, no. 11—12, pp. 15—16. (In Russian)
  6. Yushkov V.S., Kychkin V.I., Barmin N.D. Novyy kabel’nyy kran na shassi gruzovogo avtomobilya [New Cable Crane on a Truck Chassis]. Stroitel’nye i dorozhnye mashiny [Construction and Road Building Machinery]. 2015, no. 9, pp. 37—41. (In Russian)
  7. EN 12697-26. Bituminous Mixtures — Test Methods for Hot Mix Asphalt — Part 26: Resistance to Fatigue. 2004.
  8. Alppivuori K., Leppanen A., Anila M. and Makela K. Road Traffic in Winter : Summary of Publications in the Research Program. Helsinki, Finnish National Road Administration, 1995.
  9. Design of Concrete Bridge Deck Rehabilitation. Best Practice Guideline. Alberta Transportation. Canada, January 2003. Available at: http://www.transportation.alberta.ca/Content/docType30/Production/BPG4.pdf.
  10. Seim C., Ingham T. Influence of Wearing Surfacing on Performance of Orthotropic Steel Plate Decks. Transportation Research Record: Journal of Transportation Research Board. 2004, no. 1892, p. 98. DOI: http://dx.doi.org/10.3141/1892-11.
  11. Ovchinnikov I.G., Ovchinnikov I.I., Telegin M.A., Khokhlov S.V. Primenenie asfal’tobetonnykh pokrytiy na mostakh (inostrannyy opyt) [Application of Asphalt Concrete Pavement on Bridges (Foreign Experience)]. Transport, transportnye sooruzheniya. Ekologiya [Transport. Transport Facilities. Ecology]. 2014, no. 1, pp. 110—131. (In Russian)
  12. Timofeev D.R., Timofeev D.D. Usilenie mostovykh konstruktsiy s ispol’zovaniem kompozitsionnykh materialov [Strengthening of Bridge Structures Using Composite Materials]. Aktual’nye problemy avtomobil’nogo, zheleznodorozhnogo, truboprovodnogo transporta v Ural’skom regione : materialy mezhdunarodnoy nauchno-tekhnicheskoy konferentsii (1—3 dekabrya 2005 g.) [Current Problems of Road, Rail and Pipeline Transport in the Ural Region: Materials of the International Science and Technology Conference (December 1—3, 2005)]. Perm, PGTU Publ., 2005, pp. 45—51. (In Russian)
  13. Hicks R.G., Ian J. Dussek, Charles Seim. Asphalt Surfaces on Steel Bridge Decks. Transportation Research Record. 2000, vol. 1740, pp. 135—142. DOI: http://dx.doi.org/10.3141/1740-17.
  14. Hulsey J.L., Liao Yang, Lutfi Raad. Wearing Surfaces for Orthotropic Steel Bridge Decks. Transportation Research Record. 1999, vol. 1654, p. 141. DOI: http://dx.doi.org/10.3141/1654-17.
  15. Posobie k SNiP 2.05.03-84. «Mosty i truby» po izyskaniyam i proektirovaniyu zheleznodorozhnykh i avtomobil'nykh mostovykh perekhodov cherez vodotoki (PMP-91) [Manual to SNIP 2.05.03-84 “Bridges and Pipes” on the Surveys and Design of Rail and Road Bridge Crossings over Waterways (PMP-91)]. (In Russian)
  16. Polozhenie o sluzhbe laboratornogo kontrolya Rosavtodora [Regulation on the Service of the Laboratory Control Rosavtodor]. Moscow, 2002, 120 p. (In Russian)
  17. EN 13653:2004. Flexible Sheets for Waterproofing — Waterproofing of Concrete Bridge Decks and Other Concrete Surfaces Trafficable by Vehicles — Determination of Shear Strength. 2005, 10 p.
  18. Leppanen A. Final Results of Road Traffic in Winter Project: Socioeconomic Effects of Winter Maintenance and Studded Tires. Transportation Research Record 1533, TRB, National Research Council, Washington, D.C., 1996, pp. 27—31. DOI: http://dx.doi.org/10.3141/1533-04.
  19. Kychkin V.I., Yushkov V.S. Osnovy proektirovaniya intellektual’nykh platform dorozhnykh laboratoriy [Basics of Designing Intelligent Platforms of Road Laboratories]. Perm, OT i DO Publ., 2014. 146 p. (In Russian)
  20. VSN 4-81 (90). Instruktsiya po provedeniyu osmotrov mostov i trub na avtomobil’nykh dorogakh [VSN 4-81 (90). Instructions for Inspection of Bridges and Pipes on Automobile Roads]. (In Russian)

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Development of asphaltic mix with waste products use

Vestnik MGSU 6/2014
  • Pugin Konstantin Georgievich - Perm National Research Polytechnic University (PNRPU) Candidate of Technical Sciences, Associate Professor, Department of Automobiles and Production Machines, Perm National Research Polytechnic University (PNRPU), 29 Komsomol’skiy prospekt, Perm, 614990, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Yushkov Vladimir Sergeevich - Perm National Research Polytechnic University (PNRPU) Senior Lecturer, Department of Automobiles and Technological Machines, postgraduate student, Department of Automobile Roads and Bridges, Perm National Research Polytechnic University (PNRPU), 29 a Komsomol’skiy prospekt, Perm, 614990, Russian Federation; +7 (342) 239-16-54; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 99-104

The trend of high growth of the vehicle fleet in Russia along with the positive impact on the socio-economic development of the country has a number of adverse consequences, one of which is the high accident rate on the roads. The paper considers modern way to provide the safe vehicles flow with the use of colored asphalt, which is a kind of hot asphalt and can have a variety of colors, which consists of coloring pigments. The conventional method of coloring the asphalt mix is produced by adding color rubble or pigmenting additives. The task, which was put forward, was the establishment of such road concrete mix, from which, without the use of primary materials and without increasing the consumption of bitumen, asphalt concrete road surfaces of acceptable strength could be obtained. As a pigment the dust of gas purification system of electrical furnace DSP – 60 of «Kamastal» plant, Perm, was used. The composition of the dust waste from the furnace consists of metal oxides and silicates. Dust-gas-cleaning is a fine powder with a high specific surface (1.2…2.5 thousand cm2/g) and bulk density of 3.7…4.2 g/cm3. The powder color is dark brown. The density of the ready colored asphalt samples is 2.47...2.49 g/cm2, and water saturation is 3.50…3.55 %. As a result of the research the diagrams of the dependence of road concrete mix’s water saturation from dust percentage and a diagram of dependence of concrete mixes’ durability from dust percentage at t = 20° and 50° C were built. After analyzing the obtained curves it can be concluded that the increase of the percentage of dust leads to increase of water saturation of road concrete mix and reduced strength.
Thus, the developed asphalt concrete mix allows visually separating the lanes on the road, it has the relevant regulatory requirements durability and water resistance. This mixture corresponds to the type B mark III and can be used in regions I, II, and partly III of road-climatic zones, characterized by cold and humid climate.

DOI: 10.22227/1997-0935.2014.6.99-104

References
  1. Ishchenko I.S., Kalashnikova T.N., Semenov D.A. Tekhnologiya ustroystva i remonta asfal'tobetonnykh pokrytiy [Technology of Construction and Repair of Asphalt Covering]. Moscow, Air Art Publ., 2001, 176 p.
  2. Korolev I.V., Finashin V.N., Fedner L.A. Dorozhno-stroitel'nye materialy [Road-building Materials]. Moscow, Transport Publ., 1988, 303 p.
  3. Leshchitskaya T.P., Yurchenko A.M., Pakhomov V.A. Remont i vosstanovlenie asfal'tobetonnykh pokrytiy sposobami regeneratsii [Repair and Restoration of Asphalt Coverings by Ways of Regeneration]. Moscow, MADI Publ., 2001.
  4. Chepurnoy Yu.V., Shastik S.B., Melik-Bagdasarov M.S., Gioev K.A., Denisenko V.F., Balabanov O.A. Ustroystvo asfal'tobetonnykh pokrytiy metodom vibrolit'ya [Asphalt Covering Production by Vibratory Casting Method]. Nauka i tekhnika v dorozhnoy otrasli [Science and Technics in Road Industry]. 1997, no. 3, pp. 8—11.
  5. Shestikov V.P., Permyakov V.B., Vorozheykin V.M. Tekhnologicheskoe obespechenie kachestva stroitel'stva asfal'tobetonnykh pokrytiy [Technological Support of Asphalt Covering Quality]. Omsk, SIBADI Publ., 1999, 239 p.
  6. Vasil'ev A.P., Shambar P. Poverkhnostnaya obrabotka s sinkhronnym raspredeleniem materialov [Surface Treatment with Synchronous Distribution of Materials]. Moscow, Transdornauka Publ., 1999, 80 p.
  7. Iliopolov S.K., Kotov V.L., Pronin V.V. Litoy asfal'tobeton s ispol'zovaniem polimernogo modifikatora [Mastic Asphalt with the Use of Polymeric Modifier]. Novye tekhnologii, konstruktsii i materialy v stroitel'stve, rekonstruktsii i remonte avtomobil'nykh dorog: sbornik materialov Vserossiyskoy nauchno-tekhnicheskoy konferentsii [New Technologies, Structures and Materials in Construction, Reconstruction and Repair of Auto-Roads: Collection of Works of All-Russian Scientific and Technical Conference]. Krasnodar, 2002, pp. 68—71.
  8. Istomin B.C. Prakticheskoe rukovodstvo po tekushchemu remontu asfal'tobetonnykh pokrytiy gorodskoy dorozhnoy seti [Practical Guidelines on Current Repair of Asphalt Covering of the City Road System]. Moscow, Prima-Press Publ., 2001, 58 p.
  9. Pugin K.G., Yushkov V.S. Ispol'zovanie vtorichnykh materialov dlya tsementobetonnykh pokrytiy [Use of Recycled Materials for Cement Concrete Coverings]. Vestnik PNIPU. Okhrana okruzhayushchey sredy, transport, bezopasnost' zhiznedeyatel'nosti [Proceedings of Perm National Research Polytechnic University. Environment Protection, Transport, Life Safety]. 2013, no. 1, pp. 144—151.
  10. Lee H., Kim Y. Laboratory Evaluation of Color Polymer Concrete Pavement with Synthetic Resin Binder for Exclusive Bus Lanes. Transportation Research Record. 2007, vol. 1991, no. 1, pp. 124—132. DOI: http://dx.doi.org/10.3141/1991-15.
  11. Synnefa A., Karlessi T., Gaitani N., Santamouris M., Assimakopoulos D.N., Papakatsikas C. Experimental Testing of Cool Colored Thin Layer Asphalt and Estimation of its Potential to Improve the Urban Microclimate. Building and Environment. 2011, vol. 46, pp. 38—44. DOI: http://dx.doi.org/10.1016/j.buildenv.2010.06.014.
  12. Partal P., Martinez-Boza F.J., Conde B., Gallegos C. Rheological Characterization of Synthetic Binders and Unmodified Bitumens. Fuel, 1999, vol. 78, pp. 1—10. DOI: http://dx.doi.org/10.1016/S0016-2361(98)00121-5.
  13. Raouf M.A., Williams R.C. General Physical and Chemical Properties of Bio-binders Derived from Fast Pyrolysis Bio-oils. Proceedings of the 2010 Mid-Continent Transportation Research Forum, Madison (WI), USA 2010.
  14. Pugin K.G., Yushkov V.S. Otkhody chernoy metallurgii dlya dorozhnykh odezhd zhestkogo tipa [Iron Industry Waste for Rigid Type Road Pavement]. Molodoy uchenyy [Young Scientist]. 2012, no. 6, pp. 45—49.
  15. Yushkov B.S., Pugin K.G., Yushkov V.S. Primenenie tsvetnogo asfal'tobetona na osnove otkhodov metallurgii v kachestve dorozhnoy razmetki [Application of Coloured Asphalt Based on Metal Industry Waste as Road Marking]. Vestnik PGTU. Urbanistika [Proceedings of Perm National Research Polytechnic University.Urban Planning]. 2011, no. 1, pp. 68—73.

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Active safety vehicles and reducing road accidents

Vestnik MGSU 10/2014
  • Yushkov Vladimir Sergeevich - Perm National Research Polytechnic University (PNRPU) Senior Lecturer, Department of Automobiles and Technological Machines, postgraduate student, Department of Automobile Roads and Bridges, Perm National Research Polytechnic University (PNRPU), 29 a Komsomol’skiy prospekt, Perm, 614990, Russian Federation; +7 (342) 239-16-54; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Yushkov Boris Semenovich - State National Research Polytechnical University of Perm (PSTU SNRPUP) Candidate of Technical Sciences, Professor, Chair, Department of Motorways and Bridges, State National Research Polytechnical University of Perm (PSTU SNRPUP), 29 a Komsomol’skiy prospekt, 614990, Perm, Russian Federation; +7 (342) 239-15-73; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Burgonutdinov Al’bert Masugutovich - State National Research Polytechnical University of Perm (PSTU SNRPUP) Candidate of Technical Sciences, Associate Professor, Department of Motorways and Bridges, State National Research Polytechnical University of Perm (PSTU SNRPUP), 29 a Komsomol’skiy prospekt, 614990, Perm, Russian Federation; +7 (342) 239-13-71; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 168-176

Road transport compared with rail, air and water transport is currently the most dangerous mode of transport. In recent years, more attention has been given to the issues of comfort and active safety of vehicles. Safety of the vehicle is a complex problem, the solution of which is primarily concerned with improvements aimed at enhancing active safety system driver - vehicle - road. One of the main vehicle performances significantly impacting road safety and the environment, is a high-speed mode. Active safety car driver includes the ability to assess the situation on the road and choose the safest mode of movement, as well as the possibility of the vehicle to implement the desired safe driving mode. Analyzing the causes of road traffic accidents submitted on the official websites of traffic police of the Perm region and Russia, it can be concluded that often carelessness and negligence of the driver is not the reason of an accident, but his inert perception, resulting in delayed response to rapidly changing traffic conditions. An average driver does not have the ability to instantly perceive suddenly appearing obstacles and quickly take measures to ensure the car’s handling and implementation of safe motion path. For this purpose we developed a modern technical means installed on a highway in the form of «vibrolane», with a driver fatigue monitoring system, which is aimed at preventing the driver wearied while driving behind the wheel from a possible departure to the oncoming lane or exit to the side of the road at driving on the hump. Thus, the proposed security system will reduce the number of accidents.

DOI: 10.22227/1997-0935.2014.10.168-176

References
  1. Morris J.R. Improving Road Safety in Developing Countries : Workshop summary. Transportation Research Board, Special report 287, Washington, D.C., 2006, 96 p.
  2. Kotik M.A., Emel’yanov A.M. Priroda oshibok cheloveka-operatora (na primerakh upravleniya transportnymi sredstvami) [Nature of the Errors of a Human-operator (by the Examples of Driving a Vehicle)]. Moscow, Transport Publ., 1993, 252 p. (in Russian)
  3. Kychkin V.I., Yushkov V.S. Rezonansnye kolebaniya pri dvizhenii avtotransportnogo sredstva po vibropolose [Resonant Vibrations when Driving a Motor Vehicle on Vibrolane]. Molodoy uchenyy [Young Scientist]. 2013, no. 3, pp. 65—68. (in Russian)
  4. Nemchinov M.V. Eshche raz o kachestve [Once Again on the Quality]. Avtomobil’nye dorogi [Motorways]. 2013, no. 2, pp. 74—77. (in Russian)
  5. Nikitas D.A. Sostoyanie bezopasnosti dorozhnogo dvizheniya v Rossiyskoy Federatsii: Problemy, profilaktika [Road Safety in the Russian Federation: Problems, Prevention]. Rossiyskiy sledovatel’ [Russian Investigator]. 2005, no. 9, pp. 51—54. (in Russian)
  6. Nikul’nikov E.N., Lyyurov M.V. Aktivnaya i passivnaya bezopasnost’ [Active and Passive Safety]. Avtomobil’naya promyshlennost’ [Automobile Industry]. 2004, no. 7, pp. 33—36. (in Russian)
  7. Rotenberg R.V. Osnovy nadezhnosti sistemy voditel’ — avtomobil’ — doroga — sreda [Reliability Fundamentals of the System Driver — Vehicle — Road — Environment]. Moscow, Mashinostoenie Publ., 1986, 216 p. (in Russian)
  8. Ryabchinskiy A.I., Kisulenko B.V., Morozova T.E. Reglamentatsiya aktivnoy i passivnoy bezopasnosti avtotransportnykh sredstv [Regulation of Active and Passive Safety of Vehicles]. Moscow, Academia Publ., 2006, 432 p. (in Russian)
  9. Fortunkov D.F. Kharakteristiki uprugosti shin i ikh vliyanie na stabilizatsiyu i samovozbuzhdenie upravlyaemykh koles avtomobilya [Elasticity Characteristics of Tires and their Effect on the Stabilization and Self-excitation of Steered Wheels of a Vehicle]. Avtomobil’naya promyshlennost’ [Automobile Industry]. 1984, no. 6, pp. 26—27. (in Russian)
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  11. Yushkov V.S. Vibropolosa — innovatsionnoe tekhnicheskoe sredstvo obespecheniya bezopasnosti dorozhnogo dvizheniya na avtomobil’nykh dorogakh RF [Vibrolane — an Innovative Technical Means of Ensuring Road Safety on the Roads of Russia]. Molodoy uchenyy [Young Scientist]. 2014, no. 3, pp. 367—369.
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