High-rise administrative building with underground parking in St. Petersburg
| Jazyk: | ruština |
|---|---|
| Rok vydání: | 2021 |
| Předmět: |
construction
опÑимизаÑÐ¸Ñ ÑÑÑоиÑелÑÑÑво кеÑÑонное пеÑекÑÑÑие coffered ceiling design пÑоекÑиÑование железобеÑон балоÑное пеÑекÑÑÑие вÑÑоÑное здание reinforced concrete beam ceiling optimization high building |
| DOI: | 10.18720/spbpu/3/2021/vr/vr21-2983 |
| Popis: | ÐÐ°Ð½Ð½Ð°Ñ ÑабоÑа поÑвÑÑена опÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ опÑималÑной конÑÑÑÑкÑии железобеÑонного пеÑекÑÑÑÐ¸Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ паÑкинга вÑÑоÑного админиÑÑÑаÑивного зданиÑ. Ð ÑабоÑе ÑаÑÑмоÑÑÐµÐ½Ñ Ð´Ð²Ð° Ñипа пеÑекÑÑÑий: монолиÑное балоÑное и кеÑÑонное. СÑавнивалиÑÑ Ñакие показаÑели, как: ÑаÑÑ Ð¾Ð´ беÑона, ÑаÑÑ Ð¾Ð´ аÑмаÑÑÑÑ Ð¸ обÑÐ°Ñ ÑÑоимоÑÑÑ ÐºÐ¾Ð½ÑÑÑÑкÑии пеÑекÑÑÑиÑ. ÐадаÑи, коÑоÑÑе ÑеÑалиÑÑ Ð² Ñ Ð¾Ð´Ðµ иÑÑледованиÑ: ⢠ÐоделиÑование каждого Ñипа пеÑекÑÑÑÐ¸Ñ Ð¸ пÑоизведение ÑаÑÑеÑа в ÐÐ ÐÐÐ Ð-СÐÐÐ ; ⢠ÐпÑеделение ÑаÑÑ Ð¾Ð´Ð° аÑмаÑÑÑÑ Ð¸ беÑона по ÐºÐ°Ð¶Ð´Ð¾Ð¼Ñ ÑÐ¸Ð¿Ñ Ð¿ÐµÑекÑÑÑиÑ; ⢠РаÑÑÑÑ Ð¾Ð±Ñей ÑÑоимоÑÑи конÑÑÑÑкÑии пеÑекÑÑÑÐ¸Ñ ÐºÐ°Ð¶Ð´Ð¾Ð³Ð¾ Ñипа; ⢠СÑавнение полÑÑеннÑÑ ÑезÑлÑÑаÑов; ⢠ÐÑÐ±Ð¾Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ опÑималÑной конÑÑÑÑкÑии железобеÑонного пеÑекÑÑÑиÑ. РабоÑа вÑполнена Ñ Ð¸Ð·ÑÑением и иÑполÑзованием ноÑмаÑивнÑÑ Ð´Ð¾ÐºÑменÑов по пÑоекÑиÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¾Ð±ÑеÑÑвеннÑÑ Ð²ÑÑоÑнÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ и железобеÑоннÑÑ ÐºÐ¾Ð½ÑÑÑÑкÑий. Также в Ñ Ð¾Ð´Ðµ вÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð³Ð¾ пÑоекÑа бÑли изÑÑÐµÐ½Ñ Ð½Ð°ÑÑнÑе ÑабоÑÑ ÑоÑÑийÑÐºÐ¸Ñ Ð¸ заÑÑбежнÑÑ ÑпеÑиалиÑÑов. Ðо ÑезÑлÑÑаÑам иÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð±Ñло вÑÑвлено, ÑÑо кеÑÑонное пеÑекÑÑÑие ÑвлÑеÑÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ опÑималÑнÑм Ñ ÑоÑки зÑÐµÐ½Ð¸Ñ Ð¼Ð°ÑеÑиалоемкоÑÑи и обÑей ÑÑоимоÑÑи конÑÑÑÑкÑии. Ðно ÑокÑаÑÐ°ÐµÑ ÑаÑÑ Ð¾Ð´ беÑона на 35%, ÑаÑÑ Ð¾Ð´ аÑмаÑÑÑÑ Ð½Ð° 40% и ÑÐ½Ð¸Ð¶Ð°ÐµÑ Ð¾Ð±ÑÑÑ ÑÑоимоÑÑÑ ÐºÐ¾Ð½ÑÑÑÑкÑии на 40% по ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ Ñ Ð±Ð°Ð»Ð¾ÑнÑм пеÑекÑÑÑием. ÐолÑÑеннÑе ÑезÑлÑÑаÑÑ Ð¼Ð¾Ð³ÑÑ Ð±ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ñ Ðº далÑнейÑим изÑÑениÑм ÑаÑÑмоÑÑенной ÑÐµÐ¼Ñ Ð¸ пÑи пÑоекÑиÑовании новÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ и ÑооÑÑжений. ÐÑвод: в ÑезÑлÑÑаÑе ÑазÑабоÑан пÑÐ¾ÐµÐºÑ Ð²ÑÑоÑного админиÑÑÑаÑивного Ð·Ð´Ð°Ð½Ð¸Ñ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ авÑоÑÑоÑнкой и опÑеделена наиболее опÑималÑÐ½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑкÑÐ¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑонного пеÑекÑÑÑиÑ. ÐÑÐ¾ÐµÐºÑ Ð¾ÑвеÑÐ°ÐµÑ Ð²Ñем ÑÑебованиÑм, пÑедÑÑвлÑемÑм к ÑовÑеменнÑм обÑекÑам капиÑалÑного ÑÑÑоиÑелÑÑÑва. ÐÐ»Ñ Ð¾Ð±ÑекÑа ÑазÑабоÑана пÑоекÑÐ½Ð°Ñ Ð´Ð¾ÐºÑменÑаÑÐ¸Ñ ÑоглаÑно ÐоÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸Ñ ÐÑавиÑелÑÑÑва РФ, No87 Ð¾Ñ 16.02.2008 г. «РÑоÑÑаве Ñазделов пÑоекÑной докÑменÑаÑии и ÑÑебованиÑÑ Ðº Ð¸Ñ ÑодеÑжаниÑ». This work is devoted to determining the most optimal design of the reinforced concrete floor of the underground parking of a high-rise administrative building. The paper considers two types of floors: monolithic beam and coffered. Compared indicators such as: consumption of concrete, consumption of reinforcement and the total cost of the floor structure. Tasks that were solved during the study: ⢠Modeling of each type of overlap and the calculation in the LIRA-SAPR software package; ⢠Determination of the consumption of reinforcement and concrete for each type of floor; ⢠Calculation of the total cost of each type of floor structure; ⢠Comparison of the results obtained; ⢠Selection of the most optimal type of overlap. The work was carried out with the study and use of regulatory documents for the design of public high-rise buildings and reinforced concrete structures. Also, during the implementation of the diploma project, the scientific works of Russian and foreign specialists were studied. According to the results of the study, it was revealed that the coffered floor is the most optimal in terms of material consumption and the total cost of the structure. It reduces concrete consumption by 35%, rebar consumption by 40% and reduces the total cost of the structure by 40% compared to joist floors. The results obtained can be applied to further studies of the topic under consideration and in the design of new buildings and structures. Conclusion: as a result, a project was developed for a high-rise administrative building with an underground parking lot and the most optimal design of a reinforced concrete floor was determined. The project meets all the requirements for modern capital construction projects. For the object, design documentation has been developed in accordance with the Decree of the Government of the Russian Federation, No. 87 of February 16, 2008 "On the composition of sections of design documentation and requirements for their content". |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|