RESEARCH OF BUILDING MATERIALS

Self-compacting concrete mixtures for road BUILDING

Vestnik MGSU 3/2012
  • Tran Tuan My - Moscow State University of Civil Engineering (MSUCE) , Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Korovyakov Vasiliy Fedorovich - Moscow State University of Civil Engineering (MSUCE) Doctor of Technical Sciences, Professor, Department of Technology of Binders and Concretes, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 131 - 137

As a rule, motor roads are composed of the subgrade and the road dressing. Road dressing is composed of the road pavement, road base and the bottoming. Road dressing may be non-rigid (or made of coarse asphalt concrete, fine asphalt concrete, tar concrete, rubble or gravel treated by binding agents, etc.) and rigid (asphalt concrete road pavements resting on the road base made of cement concrete, or prefabricated pavements made of reinforced concrete and ferrocement slabs, monolithic cement concrete pavements).
Cement concrete roads are five to six times more durable than asphalt concrete roads; their service life may exceed 50 years. They are resistant to environmental attacks; they ensure excellent grip of the wheel, and they are dust-free. Their road pavement is resistant to wear (0.1 mm per year); its thickness does not exceed 16-22 mm.
Therefore, effective concrete road pavements require self-compacting though non-segregating concrete mixtures to comply with the pre-set values of their properties, namely, bending and compressive strength, corrosion resistance, freeze resistance, etc.
Acting in cooperation with Department of Technology of Binders and Concretes of MSUCE, NIIMosstroy developed and examined a self-compacting cast concrete mixture designated for durable monolithic road pavements. The composition in question was generated by adding a multi-component modifier into the mix. The modifier was composed of a hyperplasticiser, active (structureless) fine and crystalline silica, and a concrete hardening control agent.

DOI: 10.22227/1997-0935.2012.3.131 - 137

References
  1. Íîñîâ Â.Ï. Ñîñòîÿíèå ïðîáëåìû è ïåðñïåêòèâû ïðèìåíåíèÿ öåìåíòîáåòîíà ïðè ñòðîèòåëüñòâå àâòîìîáèëüíûõ äîðîã // Áåòîí íà ðóáåæå òðåòüåãî òûñÿ÷åëåòèÿ : ìàòåðèàëû 1-é Âñåðîñ. êîíô. ïî ïðîáëåìàì áåòîíà è æåëåçîáåòîíà. ×. Ç. Ì. : Àññîöèàöèÿ «Æåëåçîáåòîí», 2001. Ñ. 1711—1715.
  2. Ðàäîâñêèé Á.Ñ., Ñóïðóí À.Ñ., Êîçàêîâ È.È. Ïðîåêòèðîâàíèå äîðîæíûõ îäåæä äëÿ äâèæåíèÿ áîëüøåãðóçíûõ àâòîìîáèëåé. Êèåâ : Áóäèâýëüíèê, 1989. 65 ñ.
  3. ÑÍèÏ 2.05.02—85. Àâòîìîáèëüíûå äîðîãè. Ì. : Ãîññòðîé ÑÑÑÐ, 1997. 52 ñ.
  4. Ñòðîèòåëüñòâî äîðîæíûõ îäåæä, òðîòóàðîâ, äîðîæåê è àâòîìîáèëüíûõ ñòîÿíîê / À.ß. Òóëàåâ, Ý.Ñ. Ôàéíáåðã, Ñ.Â. Êîíîâàëîâ è äð.; ïîä ðåä. À.ß. Òóëàåâà // Ñòðîèòåëüñòâî óëèö è ãîðîäñêèõ äîðîã. Ì.:Ñòðîéèçäàò, 1988. 367 ñ.
  5. Òåõíîëîãèÿ è îðãàíèçàöèÿ ñòðîèòåëüñòâà àâòîìîáèëüíûõ äîðîã / À.Â. Ãîðåëûøåâ, Ñ.Ì. Ïîëîñèí-Íèêèòèí, Ì.Ñ. Êîãàíçîí è äð. Ì. : Òðàíñïîðò, 1992. 367 ñ.
  6. TP 147—03. Òåõíè÷åñêèå ðåêîìåíäàöèè ïî óñòðîéñòâó äîðîæíûõ êîíñòðóêöèé èç ëèòûõ áåòîííûõ ñìåñåé. 66 c.
  7. Áàæåíîâ Þ.Ì. Òåõíîëîãèÿ áåòîíîâ. 526 ñ.
  8. Ñàìîóïëîòíÿþùèéñÿ áåòîí — ýôôåêòèâíûé èíñòðóìåíò â ðåøåíèè çàäà÷ ñòðîèòåëüñòâà [Ýëåêòðîííûé ðåñóðñ] // Çàâîä ñòðîéáåòîí. Ðåæèì äîñòóïà: http://www.ibeton.ru/a195.php. Äàòà îáðàùåíèÿ: 21.12.2011.

Download

STUDY OF THE KINETICS OF HYDRATION STRUCTURING AND THE PROPERTIES OF LIME-BELITIC BINDERS BASED OF MARL

Vestnik MGSU 4/2016
  • Zhukov Aleksey Dmitrievich - Moscow State University of Civil Engineering (National Research University) (MGSU) Candidate of Technical Sciences, Associate Professor, Department of Composite Materials Technology and Applied Chemistry, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Asamatdinov Marat Orynbaevich - Moscow State University of Civil Engineering (National Research University) (MGSU) postgraduate student, Department of Composite Materials Technology and Applied Chemistry, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Nurymbetov Bakhtiyar Chimbergenovich - Karakalpak State University named after of Berdakh (KSU) Candidate of Technical Sciences, Associate Professor, Karakalpak State University named after of Berdakh (KSU), 1 Ch. Abdirova str., Nukus, 230112, Republic of Uzbekistan; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Turemuratov Sharibay Nauryzbaevich - Karakalpak State University named after of Berdakh (KSU) Candidate of Chemical Sciences, Karakalpak State University named after of Berdakh (KSU), 1 Ch. Abdirova str., Nukus, 230112, Republic of Uzbekistan; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 62-68

Lime-belite binder is obtained by low-temperature firing of natural marl, marling or sanding limestone and artificial lime-silica mixtures. The binder with calcium oxide also contains significant amounts of dicalcium silicate and some others materials, the composition and quantity of which depend on the chemical composition and firing temperature of the raw materials used. The authors investigated the kinetics of hydration structures and physicochemical properties of lime-based binders on the basis of belitic marl from Akburly and Porlytau. The formation of resistance is associated not only with the formation of the system of different types of structures - coagulation and crystallization, with the transition of the first to the second, but also with the different stages of formation of crystal structures. The possibility of using lime-belitic binders for the preparation of high-strength products of autoclave hardening is proved. The autoclaved binders used in the manufacture of sand-lime products are prepared with the use of mixtures consisting of 60...70 % lime-belite binder and 30...40 % ground quartz sand.

DOI: 10.22227/1997-0935.2016.4.62-68

References
  1. Turemuratov Sh.N., Nurymbetov B.Ch., Adylov D.K. Sintez i issledovaniya izvestkovo-belitovogo vyazhushchego na osnove mergelya Akburlinskogo mestorozhdeniya [Synthesis and Study of Lime-Belite Binder Based on Marl of Akburlinskiy Deposit]. Nauka i obrazovanie Yuzhnogo Kazakhstana [Science and Education of South Kazahstan]. 2000, no. 11, pp. 223—225. (In Russian)
  2. Korovyakov V.F. Perspektivy primeneniya vodostoykikh gipsovykh vyazhushchikh v sovremennom stroitel’stve [Prospects of Application of Water-Resistant Gypsum Binders in Modern Construction]. Povyshenie effektivnosti proizvodstva i primeneniya gipsovykh materialov i izdeliy : materialy Vserossiyskogo seminara [Improving the Efficiency of Production and Use of Gypsum Materials and Products : Proceedings of All-Russian Seminar]. Moscow, RAASN Publ., 2002, pp. 51—56. (In Russian)
  3. Nurymbetov B.Ch., Adylov D.K., Turemuratov Sh.N. Regulirovanie aktivnosti izvestkovo-belitovogo vyazhushchego s dobavkoy rastvorimogo gipsa [Regulation of the Activity of Calc-Belite Binder with Addition of Soluble Gypsum]. Vestnik Oshskogo gosudarstvennogo universiteta. Serii: Khimiya i khimicheskaya tekhnologiya [Bulletin if the Osh State University. “Chemistry and Chemical Technology” Series]. 2001, no. 2, pp. 204—207. (In Russian)
  4. Efimenko A.Z., Pilipenko A.S. Upravlenie proizvodstvom i postavkami komplektov izdeliy i konstruktsiy predpriyatiyami stroyindustrii [Management of Production and Delivery of Product and Structure Sets by Construction Industry Enterprises]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2013, no. 9, pp. 65—67. (In Russian)
  5. Sokov V.N., Beglyarov A.E., Zhabin D.V., Zemlyanushnov D.Yu. O vozmozhnostyakh sozdaniya effektivnykh teploizolyatsionnykh materialov metodom kompleksnogo vozdeystviya na aktivnye podvizhnye massy gidroteplosilovym polem [On Possibilities of Obtaining Efficient Thermal Insulating Materials Using the Method of Complex Effect on Active Moving Masses by Hydro-Thermal-Power Field]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2012, no. 9, pp. 17—19. (In Russian)
  6. Orlova A.M., Grigor’eva L.S., Volov A.D., Kryukova V.M. Razrabotka sistemy gazoobrazovateley dlya porizovannykh gipsov [Development of a System of Pore-Forming Agents for Porous Gypsum]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 1—2, pp. 304—308. (In Russian)
  7. Zhukov A.D., Orlova A.M., Naumova T.A., Nikushkina T.P., Mayorova A.A. Ekologicheskie aspekty formirovaniya izolyatsionnoy obolochki zdaniy [Environmental Aspects of the Formation of the Insulating Sheath of Buildings]. Nauchnoe obozrenie [Scientific Review]. 2015, no. 7, pp. 209—212. (In Russian)
  8. Ovcharenko E.G. Tendentsii v razvitii proizvodstva utepliteley v Rossii [Development Trends in the Production of Thermal Insulation in Russia]. RosTeplo.ru. Available at: http://www.rosteplo.ru/Tech_stat/stat_shablon.php?id=172. (In Russian)
  9. Gagarin V.G. Makroekonomicheskie aspekty obosnovaniya energosberegayushchikh meropriyatiy pri povyshenii teplozashchity ograzhdayushchikh konstruktsiy zdaniy [Macroeconomic Aspects of the Substantiation of Energy Saving Measures by Increasing the Thermal Protection of Enclosing Structures of Buildings]. Stroitel’nye materialy [Construction Materials]. 2010, no. 3, pp. 8—16. (In Russian)
  10. Rumyantsev B.M., Zhukov A.D., Smirnova T.V. Energeticheskaya effektivnost’ i metodologiya sozdaniya teploizolyatsionnykh materialov [Energy Efficiency and Methodology of Producing Thermal Insulating Materials]. Internet-Vestnik VolgGASU. Seriya: Politematicheskaya [Internet Proceedings of Volgograd State University of Architecture and Civil Engineering. Series: Polythematic]. 2014, no. 4 (35), art. 3. Available at: http://vestnik.vgasu.ru/?source=4&articleno=1789. (In Russian)
  11. Rumyantsev B.M., Zhukov A.D. Teploizolyatsiya i sovremennye stroitel’nye sistemy [Thermal Insulation and Modern Building Systems]. Krovel’nye i izolyatsionnye materialy [Roofing and Insulation Materials]. 2013, no. 6, pp. 11—13. (In Russian)
  12. Oreshkin D.V., Semenov V.S. Sovremennye materialy i sistemy v stroitel’stve — perspektivnoe napravlenie obucheniya studentov stroitel’nykh spetsial’nostey [Modern Materials and Systems in the Construction as a Perspective Direction of Teaching Students of Construction Specialties]. Stroitel’nye materialy [Construction Materials]. 2014, no. 7, pp. 92—94. (In Russian)

Download

EFFECTS OF FINELY DISPERSED FILLER ON THE CALCIUM SILICATE FORMATION

Vestnik MGSU 4/2017 Volume 12
  • Nurymbetov Bakhtiyar Chimbergenovich - Karakalpak State University named after Berdakh (KSU named after Berdakh) Candidate of Technical Sciences, Karakalpak State University named after Berdakh (KSU named after Berdakh), 1 Ch. Abdirova str., Nukus, Republic of Uzbekistan, 230100.
  • Turemuratov Sharibay Nauryzbaevich - Karakalpak Scientific Research Institute of Natural Sciences of the Karakalpak Branch of the Academy of Sciences of the Republic of Uzbekistan (Karakalpak Scientific Research Institute of Natural Sciences of KKB AS RUz) Candidate of Chemical Sciences, Karakalpak Scientific Research Institute of Natural Sciences of the Karakalpak Branch of the Academy of Sciences of the Republic of Uzbekistan (Karakalpak Scientific Research Institute of Natural Sciences of KKB AS RUz), 41 Berdakha Street, Nukus, Republic of Uzbekistan, 230100.
  • Zhukov Aleksey Dmitrievich - Moscow State University of Civil Engineering (National Research University) (MGSU) Candidate of Technical Sciences, Associate Professor, Department of Composite Materials Technology and Applied Chemistry, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, Russian Federation, 129337.
  • Asamatdinov Marat Orynbaevich - Moscow State University of Civil Engineering (National Research University) (MGSU) postgraduate student, Department of Composite Materials Technology and Applied Chemistry, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, Russian Federation, 129337.

Pages 446-451

Lime-belite binder is obtained by firing natural marls, marlized or sanded limestones, as well as artificial silica-containing mixtures at temperatures of about 1000 °C with exposure of 90 minutes. Along with calcium oxide, the binder contains significant amounts of dicalcium silicate and some other minerals the composition and quantity of which depend on the chemical composition and firing temperature of the raw materials. However, silicon oxide is not enough to form in the firing products of raw marl the required amount of belite needed to obtain high strength properties. The main research purposes were selection of the initial compositions and study of the chemical and mineralogical binder compositions on the basis of marls of the Akburly and Porlytau deposits in order to increase the content of belite (?-С2S) in the heat treatment products and obtain a high-strength binder. 5, 10 and 20 % of ground quartz sand were injected into the raw material to increase the content of belite (?-С2S) in heat treatment products and obtain the high-strength binder. The quartz sand was ground up until it completely passed through a 008 sieve. The specific surface area was within the range 2500 ... 3200 cm2/g. It was shown that the basicity constant decreases as the sand content increases, and the content of aluminates, ferrites and calcium sulphates is almost unchanged, since the sand contains no clay components. The study results of joint heat treatment of marls and ground quartz sand suggest that the optimum sand content in the raw mix should be 10 %. With such proportions of heat-treated raw material components, their interactions result in the formation of a relatively large amount of belite which will provide the high strength properties of products based on this binder.

DOI: 10.22227/1997-0935.2017.4.446-451

Download

Results 1 - 3 of 3