Architectural and space-planning solutions

Administrative building. The decision of the facades of the ABK building was made in the style of classicism with elements of modern architecture, taking into account the surrounding historical buildings. The building is designed with a variable number of storeys: the 4-storey part of the building is cylindrical in shape, the extended part is solved in 2 floors. For a conditional mark of 0.000, the level of the finished floor of the first floor is taken. In part of the building there is an entrance to the store with a checkpoint. Premises in the administrative building according to the functional scheme, distributed over the floors: 1st floor - except for the checkpoint with a checkpoint - a branded store, utility rooms of the store and a cafeteria, a security point. 2nd floor - administration premises and a cafeteria for plant workers for 36 seats, ancillary premises of the cafeteria. 3-4 floors - offices of employees of the store, cafeteria, employees of the enterprise. Communication between the floors of the building is provided by stairs, a passenger elevator and elevators for technological needs. The floor slab of the 1st floor of the building is monolithic, reinforced concrete, 250 mm thick. For a relative mark of +0.000, the mark of the top of the power floor slab is taken. The mark of the finished floor is +0.100. The outer walls of the above-ground part are three-layer: from the inside of ceramic bricks, monolithic reinforced concrete with insulation and the outer layer - plaster on the grid (as an option - brick with plaster). Internal walls - monolithic thicknesses. 120 and 160mm. Internal partitions - from GKL in 2 layers on a metal frame - 100 ÷ 150 mm, with sound insulation from a mineral wool board. Interfloor ceilings - reinforced concrete, monolithic 200mm thick. A beam with a section of 300x700mm is provided along the contour of the floors to absorb the load from the wall fence. The plinth with a height of 450 mm is designed to be lined with natural stone slabs. Roof structure on the four storey part - attic of metal plastered rafters, roofing - galvanized sheet. Attic floor insulation - mineral wool boards - 200mm. Internal doors - wooden, custom-made. Aluminum profile windows filled with single-chamber double-glazed windows. Windows on the 3rd and 4th floors, facing the embankment, are provided with noise-absorbing ventilation valves. External doors - wooden, custom-made. On the facade of the four-story part of the building, "French" windows are provided. Stained-glass windows are designed along the contour of the two-story building. On the two-story part of the building, the roof is flat, without an attic. Floor insulation - mineral wool board. To illuminate the corridor of the second floor, factory-made skylights 1000x1000mm with a 2-chamber translucent dome are provided in the roof. External drainage systems are designed according to the edge of the roof and, in addition to their functional purpose, are a decorative element of the facade. The height of the ABK case to the top of the ridge is 16,82 m. The height of the premises of the administrative building from the floor to the bottom of the floors on the 1st floor is 3,3 m. The height of the premises on the 3rd and 4th floors is 2,7 m. Compressor room and champagne shop. Champagne workshop and compressor room are designed as a single building. For a relative mark of +0.000, the mark of the top of the force floor slab was taken. The mark of the finished floor is taken +0.100 (in the champagne shop +0.100 the top of the tray for collecting leaks). Champagne workshop (building No. 26) is a one-story industrial building. The height of the building from the level of the finished floor to the ridge is 14.5m. dimensions in axes 24.2x42.34m. On the side of axis 6, a compressor room adjoins the housing. The workshop has technological equipment for receiving, storing, blending and preparing wine for champagne, supplying it for preparation for bottling in the secondary fermentation workshop. The compressor room (building No. 27) is a one-story industrial building adjacent along the axis "6" to the building of the champagne shop. The height of the building from the level of the finished floor to the ridge is 5,0 m. Workshop dimensions axes 6,0x8.4m. In the compressor room there is equipment for the preparation of the coolant and its supply to the champagne shop. Bearing structures - metal frame. Coating - professional sheet on met. runs based on met. beams. The outer wall fencing is designed from galvanized steel profiled sheet with a factory polymer coating filled with mineral wool boards 100 mm thick. On the inside, a vapor barrier is provided between the profiled sheet and mineral wool boards, and on the outside, as a wind protection, a wind-proof film of the TYVEK type is provided. Ventilation of the wall fencing is provided in the cavities of the outer profiled sheet. On the side of building 26 in the compressor room, a fire wall made of hollow bricks 250 mm thick is provided. The composition of the roof is the bottom layer - a profiled sheet along the lower shelf of the metal structure, along the profiled sheet, vapor barrier and mineral wool boards 200 mm thick, a wind-proof film of the TYVEK type is provided for the insulation and the top layer is a profiled sheet. Glazing of the compressor room - a double-glazed window in aluminum binding. Glazing of the champagne shop is provided by tape along the side facade line and at both ends. The roof is provided with smoke hatches triggered by fire alarms. Doors in both workshops - steel, insulated. The gates in shop 26 are made of steel lamellas, with a wicket gate - lifting-sectional, insulated, width - 4,08 m; height - 4,20m. Interior decoration. The walls and ceiling of the workshops are profiled metal sheets with a factory polymer coating. Columns and other metal parts of the frame - moisture resistant paint in 2 layers. Floor covering - floor ceramic tiles. In workshop No. 26, between axes B and C, a tray with a ladder for technological draining and cleaning of the premises was designed. The clean floor has a slope towards the tray. Signal and warning painting of equipment. The surface coloring of technological equipment and communications is provided in accordance with GOST 12.4.026-2001, 14202-69, etc. The facades are designed in the traditional industrial style - pro-fleet, painted in light yellow color (according to the catalog: RAL 1015). Secondary fermentation shops (building 25 on the general plan), container and ware (building 24.4 on the general plan), bottling (buildings 24.2, 24.3 on the general plan), shipment of finished products (building 24.1 on the general plan), The buildings are designed as a single block, divided into fire compartments with an area of ​​​​less than 1000m2, partitions made of brick and aerated concrete. Expansion joints are provided along the axes "5", "13", "17". For a relative mark of +0.000, the mark of the top of the force floor slab is taken. The mark of the finished floor is +0.100.  Secondary fermentation shop. ABOUTone-story industrial building. The height of the building from the level of the finished floor to the ridge is 12.0 m. workshop dimensions in axes 24.0x16.0m. Along the axis "17" the workshop adjoins the building of the container and utensil workshop (24.4) and is fenced off from it with a 380 mm brick fire barrier. The workshop houses the technology for preparing ready-made champagne for bottling. Technological equipment is provided in the form of acratophores, various capacities, dosing pumps, filters, etc. A tray with a ladder for technological discharge is designed in the floor of the room. Container and ware workshop - building 24.4 The tare and ware workshop is separated from building 25 by a 380 mm brick partition. It is separated from the bottling shop by an aerated concrete partition along the axis "13" - 300mm. The height of the room from the level of the finished floor to the ridge is 8.5m, the dimensions of the workshop in the axes are 24x32m. The workshop provides for the preparation of glass containers for bottling champagne and installation on a conveyor. Bottling department. The height of one-story buildings from the level of the finished floor to the ridge is 8,5 m. The width of the buildings in the axes "A - B" - 24m, the length in the axes "5 - 10" - 40m, in the axes "10 - 13" - 24m. The workshops are separated by a foam concrete partition 300 mm thick along axis 10 and partitions along axis "5" from the premises of the shipment shop and along axis "13" from the container and utensil shop. Conveyors for bottling champagne and bottling wine are located in the workshops Shop for shipment of finished products - building 24.1 The shop building adjoins building 24.2, and is separated from it by a foam concrete wall 300 mm thick. The height of the room from the level of the finished floor to the ridge is 8.5 m. Housing dimensions in axes 36,2x32.3m. The body is divided into 2 fire compartments by a foam concrete wall - 300mm. Openings with the installation of fire doors, lifting fire gates with gates for the passage of people are provided in the fire partitions. In the dividing wall there are openings for a conveyor belt with fire tambours, 1x4m in size. The vestibules are equipped with a deluge curtain system in case of a fire, triggered by a fire alarm. The bearing structures of the shops are similar to those of the compressor room and the champagne shop. Workshop glazing Window sashes are made of metal-plastic profiles with single-chamber double-glazed windows in aluminum binding. In building 24.4, on the side of building 32, the windows are blocked with glass blocks for fire protection reasons. Smoke hatches are installed in the roof, triggered by fire alarms. The doors in the cases are steel, insulated. The gates are provided from steel lamellas - lifting-sectional, insulated, width - 4,08 m; height - 4,20m. Some gates have gates for the passage and evacuation of people during a fire. Interior decoration. The walls and ceiling of the workshops are profiled metal sheets with a factory polymer coating. Columns and other metal parts of the frame - moisture resistant painting in 2 layers. Brick and foam concrete partitions are provided with plastering and painting with moisture-resistant paint in 2 layers to a height of 1.8m, above with water-based paint. Floor covering - floor ceramic tiles. In building 25, the relative mark of +0.000 is taken as the mark of the power floor slab. The mark of the clean floor is taken +0.100 - the top of the tray for collecting leaks). The surface coloring of technological equipment and communications is provided in accordance with GOST 12.4.026-2001, 14202-69, etc. The facades are designed in a traditional industrial style - profiled sheet painted in light yellow (according to the catalog: RAL 1015). Parts sorting shop. The shop for sorting finished products is a one-story building, rectangular in plan, the dimensions in the axes are 16,2x45,7m. The height of the building from the level of the finished floor to the ridge is 6,58 m. For a relative mark of +0.000, the mark of the top of the force floor slab was taken. Finished floor elevation accepted +0.100 The building is divided into 3 fire compartments by partitions made of 120mm sandwich panels with a polymer coating on a metal frame, located along axes 6 and 11. Openings with the installation of fire-resistant lifting gates and doors (EI30) are provided in the openings of the fire partitions. The purpose of the building is to receive components, unpack them and prepare them for delivery to the conveyor in the bottling workshops. Bearing structures - metal frame. Coating - professional sheet on metal girders, based on metal beams. Solutions for external wall fencing, roofing, glazing, smoke removal, for doors and gates, interior decoration, for floors, for painting technological equipment and for the solution of the facades of shops 25, 24.4, 24.3, 24.2, 24.1 are similar to the decisions made for buildings 26, 27. Shipment chain. The shipment shop is a one-story production building. The height of the building from the level of the finished floor to the ridge is 10,4 m. Polygonal in plan. Width in axes "A - D" - 20,67 m., in axes "A - B" - 14,4 m., in axes "A - B" - 7.2 m., length in axes "1 - 9" - 32.3 m ., in the axes "1 - 5" - 24m., in the axes "1 - 3" - 12m. For a relative mark of +0.000, the mark of the top of the force floor slab was taken. The mark of the finished floor is +0.100. The workshop is intended for acceptance from the bottling line, temporary storage and shipment of the company's products. Bearing structures - metal frame. Coating - professional sheet on metal girders, based on metal beams. Solutions for external wall fencing, roofing, glazing, smoke removal, doors and gates, interior decoration, floors, painting of technological equipment and facades are similar to those adopted for buildings 26, 27. Measures to ensure access for the disabled. In accordance with the design assignment approved by the customer, the activity of citizens belonging to the category of people with limited mobility is not provided for on the territory of the production buildings. In accordance with the requirements of VSN 62-91, the stay of these groups in non-production territory is provided. For this purpose, appropriate pavements of pedestrian paths are provided.

Structural and space-planning solutions

Production buildings: shipping shop, finished product shipping shop, bottling shop, container and glassware shop, secondary fermentation shop; champagne shop, compressor shop, component sorting shop - one-story, normal level of responsibility, designed according to the frame structural scheme. Spatial rigidity and stability of buildings are ensured by the rigidity of the supporting units of columns and roof disks, vertical steel column ties, horizontal and vertical roof ties. The calculation of buildings was performed using the SCAD software package, version 11.3. External walls - hinged steel, three-layer, element-by-element assembly and consist of galvanized sheet S-21-1000-0,7 (external and internal) and insulation from mineral wool boards 100 mm thick. The walls are fixed to the half-timbered crossbars and frame columns. Internal walls - hinged steel three-layer "sandwich" panels 120 mm thick with fastening to fachwerk columns and self-supporting brick 250 mm thick made of KORPu 1NF / 100 / 0,8 / GOST 530-2007 bricks on M50 cement mortar. Columns - steel from rolled profiles of I-section and from bent closed welded square profiles. The main step of the columns is 6x7,2 m, 6 x 14,4 m, 6 x20,4 m, 3,5 x 16 m, 8 x8,4 m, 8 x12 m, 8 x24 m, section of the columns I25 K2, I30K2, 250x6 mm, 160x5 mm, 140x5 mm. The supporting structures of the roof are steel roof trusses with spans of 14.4 m - 24 m and beams. Truss elements are designed from bent closed welded square and rectangular profiles with a section of 200x160x8 mm, 200x160x5mm, 160x120x6 mm, 120x6 mm, 140x5 mm. The beams are designed from rolled profiles of I-section I 40 B 2, I 55 B 2. The coating is profiled steel sheet H 75-750-0,8, H 75-750-0,9 with fastening to girders, beams, trusses. The material of steel structures is steel C 235, C 245 GOST 27772-88. The foundations were designed based on the results of engineering and geological surveys carried out at the construction site. Foundations - monolithic reinforced concrete, free standing on a sand cushion. The project documentation provides for the replacement of peat and peaty soils at the base of the foundations with a sand cushion of medium-grained sand. At the base of the sand cushion there are silty soft-plastic and hard-plastic sandy loams with characteristics e=0,744, e=0,591, Il=1,22, Ll=0,31, E=55 kg/cm2, E=110 kg/cm2. The design soil resistance is 1,0 kg/cm2, the average pressure on the base is 0,9 kg/cm2. Under the foundations, a preparation of crushed stone 200 mm thick is provided. The foundations are provided under the protection of the Larsen IY steel sheet piling. Immersion of the sheet pile is provided by the method of indentation with subsequent excavation after the completion of the zero cycle. Expected settlement of buildings - 4,3 cm. Foundation material - concrete of class B 20, W 6, F 100, reinforcement of class A 240, A 400. Forced floor slab - monolithic reinforced concrete with a thickness of 180 mm, 200 mm from concrete of class B 20, W6 , F 100, class A III fittings. Administrative building. The building is 2, 4-storey, of a normal level of responsibility, designed according to the frame-wall design scheme. The spatial rigidity and stability of the building are ensured by the joint work of the vertical load-bearing elements of the building with monolithic interfloor ceilings, stiffness cores formed by monolithic walls of staircases and elevator shafts. The building calculation was performed using the SCAD software package, version 11. 3. External walls - non-bearing, floor cut, based on floor slabs and consisting of a layer of ceramic stone KR 4,5 NF / 150 / 1,4 / 50 / GOST 530-2007 250 mm thick, a layer of insulation made of basalt wool 100 mm thick , a layer of reinforced brickwork 120 mm thick made of KORPO 1NF / 100 / 2,0 / 100 / brick on an M50 mortar and a facade plaster layer. Bearing external walls - monolithic reinforced concrete 200 mm thick, 300 mm thick with basalt wool insulation 150 mm thick and facade plaster layer. Internal walls - load-bearing monolithic reinforced concrete 200 mm thick. Ceilings and roofing - monolithic reinforced concrete slabs 200 mm thick, based on monolithic beams and walls. Beams - monolithic reinforced concrete with a section of 300x700 (h) mm. The columns are monolithic reinforced concrete. The main pitch of the columns is 6x6,3 m, the section of the columns is 300x500 mm, 300x700 mm. Stairs - prefabricated reinforced concrete steps and monolithic landings on steel stringers and beams. The material of monolithic structures is concrete of class B 25, W 6, F 100, reinforcement of class A I, A III. Foundations - monolithic reinforced concrete free-standing slab and tape grillages 700 mm high on piles. Free-standing grillages are united by a 250 mm thick floor slab. Piles - bored monolithic reinforced concrete with a diameter of 400 mm, a length of 23,0 m, carried out under the protection of a clay solution.