title: Ð¡ÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ ÑÑÐµÑ ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÐ³Ð¾Ð²Ð¾-ÑÐ°Ð·Ð²Ð»ÐµÐºÐ°ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° Ð¸Ð· Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Construction of a three-storey shopping and entertainment mall from monolithic reinforced concrete
Creators: name: ÐÐ¾Ð½Ð´Ð°ÑÐµÐ²ÑÐºÐ¸Ð¹, Ð¡ÐµÐ¼ÐµÐ½
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2021
Subjects: ÐÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
ÐÐ°ÑÐºÐ°ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ
ÐÐ´Ð°Ð½Ð¸Ñ Ð¸ Ð¿Ð¾ÑÑÑÐ¾Ð¹ÐºÐ¸
Ð¨Ð¿ÑÐ½ÑÑ
ÐÐ»Ð¸ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ
ÐÐ¿Ð°Ð»ÑÐ±ÐºÐ°
Ð¸Ð½ÑÐµÐ½ÑÐ¸ÑÐ¸ÐºÐ°ÑÐ¸Ñ ÑÐ²ÐµÑÐ´ÐµÐ½Ð¸Ñ Ð±ÐµÑÐ¾Ð½Ð°
intensification of concrete hardening

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description: This master's thesis examines a frame-type building. The frame provides ample opportunities for planning decisions, the independence of these solutions on floors, the ability to include large areas in the building and subsequent redevelopment. The building uses a link scheme, that is, vertical loads are perceived by walls, columns and cores of rigidity, and horizontal loads are perceived by a hard disk of a monolithic floor. The external walls are load-bearing, made of monolithic reinforced concrete with a ventilated facade cladding made of aluminum panels with mineral wool insulation. In the design and design section, two building structures are considered. The slab of a non-girder type is made of concrete of class B30 and was calculated using the TOWER software package. The second structural element is a column made of B40 class concrete. To both are designed as an eccentrically compressed element with random eccentricity. When designing the technology for the production of construction and installation works, a technological map for the production of earthworks was developed. In the technological map the following main types of work are considered: installation of sheet piling, pioneer slab, re-support of sheet piling with braces on the pioneer slab and directly excavating the soil. In the section for comparing options, technological options for using cranes during the construction of a structure were considered. The first option includes two attachment cranes "KB-571 B" with a maximum outreach of the hook of 50 m. In the second version, 1 LIEBHERR 140 EC-H 10 attachment crane with a maximum hook outreach of 60 m was used. At first glance, the cost of using the second technological option is cheaper. However, analysis and comparison of both options showed that the option in which the construction is carried out using two cranes is more efficient due to the reduction in construction time. A technological map for the erection of load-bearing structures of the 2nd floor was developed. In the technical plan, the main types of work were considered, which include formwork, reinforcement work, work on heating structures and concrete work. The technical plan contains a formwork drawing of a typical floor, a work scheme, and a work schedule. The technology used for the work allows to ensure the rate of construction of one floor in 9 days.