Ресурсосберегающие свайные колонны и плиты по нисходящей технологии

Автор: Шаленны Василий Тимофеевич

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 6 (91), 2020 года.

Бесплатный доступ

Обсуждены решения по ресурсосберегающей технологии возведения свайных колонн и железобетонных перекрытий многоэтажных подземных сооружений известным методом «сверху вниз». Показаны наблюдаемые недостатки и способы улучшения конструкции сваи-колонны для облегчения очистки ее верхней, колонной части. Для этого на опалубку труб предлагается монтировать съемную полимерную оболочку, в основном в виде трубы из винипласта, практически не имеющей сцепления с бетонной смесью при ее застывании. Дальнейшее совершенствование организационно-технологической схемы возведения монолитных железобетонных конструкций многоэтажной подземной части объектов гражданского назначения методом «сверху вниз» заключается в постановке и решении задачи устройства нескольких этажей в единой сборной опалубке. Проблема решается предложением переместить указанную опалубку без разборки с верхнего на следующий уровень ниже проектного. Моделирование технологии и организации работ на конкретном гражданском здании с развитой многоэтажной подземной частью - Парковка. В результате сравнительной оценки эффективности стоимость строительства подземной многоэтажной автостоянки по усовершенствованной технологии была снижена на 3,4%, а общая продолжительность работ сокращена на 3,6%. При этом не учитывался экономический эффект, связанный с сокращением сроков строительства объекта.

Еще

Нисходящая технология, трубы-колонны, адгезия, подземные перекрытия, железобетонные перекрытия, опалубка, ресурсосбережение, технико-экономические показатели

Короткий адрес: https://sciup.org/143172550

IDR: 143172550   |   DOI: 10.18720/CUBS.91.5

Список литературы Ресурсосберегающие свайные колонны и плиты по нисходящей технологии

  • Tan, Y., Huang, R., Kang, Z., Bin, W. Covered Semi-Top-Down Excavation of Subway Station Surrounded by Closely Spaced Buildings in Downtown Shanghai: Building Response. Journal of Performance of Constructed Facilities. 2016. 30(6). DOI: 10.1061/(ASCE)CF.1943-5509.0000892
  • Chan, D.W.M., Kumaraswamy, M.M. A comparative study of causes of time overruns in Hong Kong construction projects. International Journal of Project Management. 1997. 15(1). Pp. 55-63. DOI: 10.1016/S0263-7863(96)00039-7
  • Othman, A.A., Torrance, J.V., Hamid, M.A. Factors influencing the construction time of civil engineering projects in Malaysia. Engineering, Construction and Architectural Management. 2006. 13(5). Pp. 481-501. DOI: 10.1108/09699980610690756
  • Wong, J.Y., Yip, C.C., Mugumya, K.L., Tan, B.H., Anwar, M.P. Effectiveness of top-down construction method in Malaysia. International Journal of Innovative Technology and Exploring Engineering. 2019. 8(6 Special Issue 4). Pp. 386-392. DOI: 10.35940/ijitee.F1078.0486S419
  • Phutthananon, C., Jongpradist, P., Yensri, P., Jamsawang, P. Dependence of ultimate bearing capacity and failure behavior of T-shaped deep cement mixing piles on enlarged cap shape and pile strength. Computers and Geotechnics. 2018. 97. Pp. 27-41. DOI: 10.1016/j.compgeo.2017.12.013
  • Jamsawang, P., Voottipruex, P., Tanseng, P., Jongpradist, P., Bergado, D.T. Effectiveness of deep cement mixing walls with top-down construction for deep excavations in soft clay: case study and 3D simulation. Acta Geotechnica. 2019. 14(1). Pp. 225-246. 10.1007/s11440-018-0660- 7.
  • DOI: 10.1007/s11440-018-0660-7
  • Hwang, R.N., Moh, Z.C. Performance of floor slabs in excavations using top-down method of construction and correction of inclinometer readings. Journal of GeoEngineering. 2007. 2(3). Pp. 111-121.
  • DOI: 10.6310/jog.2007.2(3).3
  • Leong, T.K., Zakuan, N., Mat Saman, M.Z., Ariff, M.S.M., Tan, C.S. Using project performance to measure effectiveness of quality management system maintenance and practices in construction industry. The Scientific World Journal. 2014. 2014. Pp. 591361.
  • DOI: 10.1155/2014/591361
  • Tuan, B.Q., Tam, N.M. Semi top-down method combined with earth-bank, an effective method for basement construction. IOP Conference Series: Earth and Environmental Science. 2018. 143(1).
  • DOI: 10.1088/1755-1315/143/1/012047
  • Katitsenbakh, R., Dunayevskiy, R.A., Mulyar, D.L., Dyachenko, K.O. Stroitelstvo vysotnykh zdaniy metodom "sverkhu-vniz" [Construction of high-rise buildings by means of "top-down" method]. Novyye tekhnologii v stroitelstve [New technologies in construction]. 2010. 2(20). Pp. 23-28.
  • Zayats, E.I. Osoblivosti zastosuvannya metodu budivnitstva "vverkh-vniz" pid chas zvedennya visotnikh budivel [The pecularities of the usage of the "top-down" method in the process of high- rise building construction]. Visnik Pridniprovskoї derzhavnoї akademiї budivnitstva ta arkhitekturi [Bulletin of Prydniprovska State Academy of Civil Engineering and Architecture]. 2017. 1(226). Pp. 64-69.
  • Afanasiyev, A. Deck method of erecting buildings and embedded structures in the space -limited urban environment. IOP Conference Series: Materials Science and Engineering. 2018. 365(6).
  • DOI: 10.1088/1757-899X/365/6/062044
  • Yurkevich, P.B. Vozvedeniye monolitnykh zhelezobetonnykh perekrytiy pri poluzakrytom sposobe stroitelstva podzemnykh sooruzheniy. [The erection of monolithic reinforced slabs under semi- closed method of building of underground constructions]. Podzemnoye prostranstvo mira [Underground space ]. 2002. 1. Pp. 13-22.
  • Zege, S.O., Zege, I.A., Zege, N.S. Sposob vozvedeniya mnogoetazhnogo podzemnogo sooruzheniya (varianty) [The way of erection of high-rise undeground stucture (variants)]. Patent Russia no. 2003109468/03, 2220258, RF, MPK E02D29/00. 2013.
  • Zege, S.O., Yurkevich, P.B. Burovaya zhelezobetonnaya kolonna i sposob yeye vozvedeniya [Reinforced drilling string and the way of its erection]. Patent Russia no. 2003116153/03, 2229557, RF, MPK E02D5/00, 5/38, 5/60, 5/66. 2004.
  • Bogvava, G.D., Sepashvili, O.D. Sposob vozvedeniya svaynogo fundamenta pod bolshiye nagruzki [The way of erection of piled foundation with heavy load]. Obshchestvo s Ogranichennoy otvetstvennostyu OOO "Tekhnokomspetsstroy" [Limited Liability Company ‘Tekhnokomspetsstroy']. Patent Russia. 2009.
  • Afanasyev, A.A. Dekelnyy metod vozvedeniya zdaniy i zaglublennykh sooruzheniy v stesnennykh usloviyakh gorodskoy zastroyki [Deckle method of erecting of buildings and embedded structures in space-limited environment in urban area]. Stroitelnyye materialy, oborudovaniye, tekhnologii XXI veka [Building materials, equipment and technologies of XXI century]. 2010. 9(140). Pp. 30- 33.
  • Il'ichev, V.A., Mangushev, R.A., Nikiforova, N.S. Development of underground space in large Russian cities. Soil Mechanics and Foundation Engineering. 2012. 49(2). Pp. 63-67. 10.1007/s11204-012-9168-6. URL: https://link.springer.com/article/10.1007/s11204-012- 9168-6 (date of application: 1.08.2020).
  • DOI: 10.1007/s11204-012-9168-6.URL
  • Ponomaryov, A.B., Kaloshina, S. V., Zakharov, A. V., Bezgodov, M.A., Shenkman, R.I., Zolotozubov, D.G. Results of geotechnical modelling of the influence of construction of the deep foundation ditch on the existing historical building. 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability. 2015. Pp. 2676-2679.
  • DOI: 10.3208/jgssp.ATC19-01
  • Ponomarev, A.B., Sychkina, E.N. Settlement Prediction of Foundations on Argillite-Like Soils (as Exemplified by the Perm' Region). Soil Mechanics and Foundation Engineering. 2014. 51(3). Pp. 111-116.
  • DOI: 10.1007/s11204-014-9263-y
  • Ponomarev, A.B., Kaloshina, S. V. Influence of slab foundations constructed in dense urban settings on settlement of existing buildings. Soil Mechanics and Foundation Engineering. 2013. 50(5). Pp. 194-199.
  • DOI: 10.1007/s11204-013-9233-9
  • Gusarov, A.V., Gusarov, V.A., Kadzhaya, T.T., Selyametov, V.N., I.M., K. Sposob stroitelstva mnogoetazhnogo podzemnogo sooruzheniya s odnovremennoy razrabotkoy kotlovana [The way of construction of high-rise underground structure with simultaneous excavation]. Obshchestvo s ogranichennoy otvetstvennostyu "Finansovo-promyshlenn. 1999.
  • Nedviga, E., Vinogradova, N.A. Systems of prefabricated monolithic slabs. Construction of Unique Buildings and Structures. 2016. 43(4). Pp. 87-102. 10.18720/CUBS.43.7. URL: https://unistroy.spbstu.ru/article/2016.43.7 (date of application: 1.08.2020).
  • DOI: 10.18720/CUBS.43.7.URL
  • Velichkin, V.Z., Kozinets, G., Zhuvak, O., Rybakov, V., Vatin, N., Korsun, V. Precast-monolithic reinforced concrete beam-slabs technology with claydit blocks. Construction of Unique Buildings and Structures. 2018. 70(7). Pp. 43-59. 10.18720/CUBS.70.4. URL: https://unistroy.spbstu.ru/article/2018.70.4 (date of application: 1.08.2020).
  • DOI: 10.18720/CUBS.70.4.URL
  • Leonenko, K., Shalenny, V. Justification of energy-saving technology of prefabricated monolithic slabs of limestone blocks. Advances in Intelligent Systems and Computing. 2020. 982. Pp. 778- 786.
  • DOI: 10.1007/978-3-030-19756-8_74
  • Andronov, A. V., Balakchina, O.L., Leonenko, K.A., Shalenny, V.T. Improving the manufacturability of the reinforced concrete structures production by using lightweight filling materials. IOP Conference Series: Materials Science and Engineering. 2019. 698(5). 10.1088/1757- 899X/698/5/055019.
  • DOI: 10.1088/1757-899X/698/5/055019
  • Afanasyev, G. Replacement of floor structures in capital repair with the use of not extractable void formers. E3S Web of Conferences. 2019. 97.
  • DOI: 10.1051/e3sconf/20199706045
  • Sameer, A., Manoj, K. Analytical Study Of Conventional Slab And Bubble Deck Slab Under Various Support And Loading Conditions Using Ansys Workbench 14.0 | Finite Element Method | Concrete. International Research Journal of Engineering and Technology (IRJET). 2017. 4(5). Pp. 1467-1472. URL: https://ru.scribd.com/document/411130570/Analytical-Study-of- Conventional-Slab-an-pdf (date of application: 1.08.2020).
  • Sopegin, G.V., Sursanov, D.N. Perspektivy primeneniya tekhnologii stroitelstva metodom "topdown" v usloviyakh goroda Permi [Prospect for the use of construction technology by the "topdown" method in the city of Perm]. Vestnik PNIPU [Bulletin of PNIPU]. Prikladnaya ekologiya. Urbanistika. 2016. 1. Pp. 147-157.
  • DOI: 10.15593/240985125/2016.01.10
  • Velichkin, V.Z., Vafina, D.R. Tekhnologiya TOP-DOWN pri stroitelstve i rekonstruktsii zdaniy v usloviyakh goroda Sankt-Peterburg // Organizatsiya stroitelnogo proizvodstva: doklady. SPb. SPbGASU. 2020. Pp. 108-117.
  • Ulitsky, V., Shashkin, A., Shashkin, K., Lisyuk, M., Awwad, T. Numerical simulation of new construction projects and existing buildings and structures taking into account their deformation scheme. ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering. 2017. 2017-September. Pp. 2061-2064.
  • Shulyat'ev, O.A., Shulyat'ev, S.O. A New Draft Code of Practice for Designing Subsoil and Footings of High-Rise Buildings. Soil Mechanics and Foundation Engineering. 2017. 53(6). Pp. 435-438.
  • DOI: 10.1007/s11204-017-9424-x
Еще
Статья научная