Zhuhai Installation Construction Organization Design Proposal _ Construction Organization Design

Equipment installation construction organization of a pulp and paper industry design scheme book

Jianglin Yangpu Phase I Plant Construction Project is located in Zone D12, Yangpu Free Trade Economic Development Zone, Hainan Island. The daily output of 1800Ton/Day (annual output of 630000ADT/Annual) is taken as the design basis by mixing artificial afforestation bleached kraft pulp every day. Yangpu Free Economic and Trade Zone, located on the northwest coast of Hainan Island, covers an area of about 30 square kilometers. The development zone has an excellent port, and a special wharf will be built in the plant area. The foundation of the plant site is basalt, which is conducive to the plant construction. The development zone can provide water source and discharge the treated wastewater. Jinguang Group plans to invest in building a world-class bleached kraft pulp factory in the development zone, and the wood it needs will be provided by the plantation in the island. The annual productivity of the pulp mill is 630000 tons, and it plans to continue to expand in the future. A pulp factory is a large pulp line pulp factory with two sets of peeling and slicing equipment. The design of the plant is based on the main pulp plants of Jinguang Group, Perawang Plant and Jambi Plant. The wood harvested from the plantation will be transported to the pulp plant by ship or truck. After peeling, slicing and screening, the wood chips meeting the specified size will be sent to the digester by conveyor belt for cooking. After being digested by a single vertical continuous digester, the wood chips are sprayed to the spray drum, and screened after two stages of oxygen delignification to remove knots and coarse pulp residue. The screened good pulp is sent to bleaching pulp storage tower after final replacement and washing. The bleaching section can carry out four stages of D, Eop, D, D, or C/D, Eop, D, D, bleaching; It can bleach the brightness of the pulp to 90% ISO and maintain good strength. In addition, the pulp factory also has a hydrogen peroxide (PO) bleaching section to meet the customer's demand for ultra-high brightness pulp. All bleaching processes are carried out at medium concentration (12%), and pressure washer is equipped in D, Eop, and the last D sections.

Topic: Installation construction organization design scheme Ceiling organization design scheme Dust removal equipment installation and construction organization plan

Construction organization of a brick concrete structure design scheme book

Donglei Guiyuan Building 23 and 24 Project (hereinafter referred to as the Project) is a self funded construction project designed by Chongqing Yuyang Architectural Design Institute and funded by Chongqing Donglei Real Estate Development Co., Ltd. The project is located in Yipin Town, Banan District, Chongqing. Buildings 23 and 24 are two of the projects, with a building area of 3654.5m2. The seismic fortification intensity of this project is 5 degrees, the Class I building, the fire rating is II, the roof waterproof rating is II, and the reasonable service life of the building structure design is 50 years. The project is designed as a residential building, and its use function is basically residential.

Topic: Construction organization design of brick concrete structure Construction organization design scheme Organization construction design scheme

Nangang Community Construction Organization design scheme book

The 11 # residential building project of Nangang Community, a new socialist countryside, is located in Nangang Community. 11 # residential building is a shear wall structure with one floor underground and eleven floors above the ground. The floor height of the building is 2.8m, the total height is 35.3m, and the total building area is 12085.7 ㎡. The building is a Grade II building, with fire resistance rating of Grade II, seismic fortification intensity of 7 degrees, roof waterproof rating of Grade II, and design service life of 50 years. The relative absolute elevation of the indoor floor ± 0.000 elevation is 44.60m, and the indoor and outdoor elevation difference is 0.30m.

Topic: Community fire protection design scheme Construction organization design scheme Organization construction design scheme

Construction organization of a fire station design scheme book

The indoor floor elevation of the fire station project is ± 0.000m, which is equivalent to the absolute elevation+4.350m, and the design elevation of the indoor and outdoor floor is -0.150m, which is equivalent to the absolute elevation+4.200m. The fire station project includes five individual buildings: the main building of the fire station, the office building of the fire station detachment, the guard, the training tower and the inflatable room. The total building area is 3750m2. The foundation of the main building of the fire station project is an independent pile cap with coupling beams; The pile foundation adopts 350 × 350 section reinforced concrete precast square piles (JZHBb-235-1514.5B), 29.5m long, 94 piles in total, and the foundation bottom elevation is - 2.150; The upper structure is a three story frame structure.

Topic: Design scheme of a fire station Construction organization design scheme Construction organization and design scheme

Construction organization of a middle school building design scheme book

The middle school teaching building project is located in the newly-built community in Chongqing, close to the main street, with convenient transportation. The middle school teaching building covers an area of about 750m2, has four floors, a total height of 18.00m, a reinforced concrete frame structure, a seismic fortification intensity of eight degrees, a fire resistance rating of two, a design service life of 50 years, a wall of 190 thick hollow bricks, a terrazzo floor, and a coiled material waterproof roof and toilet, The windows are aluminum alloy windows, the exterior wall is red wall tile veneer (elevation below 7.2m), and the light yellow exterior wall paint (elevation above 7.2m). HPB235 reinforcement and HRB335 reinforcement are used for the reinforcement of this project. The foundation cushion concrete is C10, the foundation and ground beam concrete is C25, the frame column concrete is C35, the beam slab concrete is C30, and the rest concrete is C20.

Topic: Construction organization design scheme Design scheme of fire building Design scheme of fire building dormitory

Construction organization of a residential building design scheme book

The name of this project is Zouwei Industrial Park Staff Residential Building Project. Building area: the area of a single building is 4290.16 m2, 34 buildings in total, with a total area of 145865.44 m2. The electrical design of the project includes: lighting system, telephone and television system of the building, network wiring system and lightning protection and grounding system of the building. The power supply of the project is supplied by the power transformation and distribution station of the unit, with the power supply voltage of 380/220 V. The power supply is introduced by cable through steel pipe and buried underground. The distribution system uses TN-S system. At the main power supply box, the special neutral protection line (PE) must be connected to the main equipotential box with MEB line. The special neutral protection line of all distribution boxes, electrical equipment, and sockets must use yellow green double color lines. This project is a Class III lightning protection building.

Topic: Construction organization design scheme of single storey residential building 6+1 residential building construction organization design Construction organization of residential buildings

Construction organization of Xinlaiduo plant design scheme book

The project is an industrial workshop with four rows and 76 columns in total. The plant is designed as one floor, with a building area of 4932.25M2, a building height of 13.05M, a single span of 18m, three consecutive spans of 54M, and a total length of 90M (column outsourcing size). The foundation adopts independent foundation under the column, cast-in-place column plus steel support structure, cast-in-place concrete foundation beam, column, three ring beams and masonry enclosure. 54m herringbone "H" steel roof truss beam, the roof is a two-layer profiled steel sheet roof, and 50 thick fine glass wool is filled between the roof panels for organized drainage. The front and rear eaves are provided with drainage gutters, and a total of 32 φ 150PVC drainage pipes are arranged at equal distance to the ground. Four crane beams are arranged longitudinally, and the roof is equipped with a daylighting belt composed of Kaplon materials. The internal wall surface is plastered with composite mortar, the external wall surface is plastered with cement mortar, and the external wall coating is brushed. The ground is 30 thick fine aggregate concrete plus mortar and calendering. It is also required to have good lightning protection and grounding measures, with the anti vibration and anti intensity of 6 degrees, the structural safety level of II, the fire resistance level of II, and the fire risk category of D.

Topic: Construction organization design scheme Plant construction organization design Fire protection construction design scheme of power house

Earthwork excavation construction organization design scheme book

The club project consists of underground equipment room, electrical room, swimming pool, table tennis and basketball room, and greenhouse; The first floor is composed of club office, reception, fitness and lounge. The building area of the clubhouse is 3145.57m2, including 992.5m2 above the ground and 2153.07m2 underground; The clubhouse has one floor above the ground, two floors locally, and two floors underground. The height of the underground floor is 4.5m, the height of the upper floor above the ground is 4.2m, the height of the local floor is 9.1m, and the total height of the building is 9.15m; The project is ± 0.000=56.50m, and the design elevation of anti floating water level is 53.000m. According to the architectural design plane design drawings, the overall height of the site is high in the south and low in the north, while the current site appearance of the construction site is low in the south and high in the north. Therefore, for the project as a whole, there is no doubt that the amount of earthwork excavation will be increased.

Topic: Construction organization design scheme Construction scheme for earthwork excavation and backfilling Ceiling organization design scheme

Construction organization of a trade city design scheme book

The project is located at No. 1518, Wuzhong Road, Minhang District, with a building area of 77695 square meters and a total floor area of 225622 square meters. The building plane is basically rectangular, 233.200 meters long, 276.200 meters wide, and 23.7 meters high. The project has one underground floor and five above ground floors, and the superstructure is a frame structure system. In order to avoid differential settlement, the structural design has set two deformation joints in the vertical and horizontal directions of the building, dividing the building into six relatively independent systems. The basic column grid is 8.4m × 8.4m. The indoor floor building elevation of the project ± 0.00 is equivalent to the absolute elevation+5.920. The wall of the project mainly adopts YTONG lightweight sand aerated concrete blocks, and the roof structure is cast-in-place reinforced concrete insulation roof and steel structure grid roof. At present, the construction of the main structure of the basement civil engineering has been basically completed in this project. There are still a few projects to be closed, and the roof construction has been completed. The construction volume of the project is large, and it is divided into two sections, A and B, with many construction overlaps, so the requirements for construction cooperation are high. The project quality goal is excellent. In order to achieve the excellent goal, it is necessary to do a good job in the management of each subcontract, establish a subcontract quality management system network, and make the project under control.

Topic: Construction organization design scheme Ceiling organization design scheme Construction organization design scheme of primary school teaching building

Construction organization of a residence design scheme book

This project is a residential cluster consisting of 7 nine storey high class elevator commercial and residential buildings. Buildings 1 #, 2 #, 3 #, and 4 # face the street, with shops on the ground floor. 5 #, 6 #, and 7 # are enclosed in the middle. The entrance of the community is set between buildings 3 # and 4 #, with a spacing of 19.25 meters. Buildings 1 #, 2 #, and 3 # are connected by deformation joints, with a joint width of 100. Buildings 1 #, 5 #, 6 #, and 7 # are arranged in parallel with a spacing of 23 meters. Buildings 3 #, 4 # are arranged in T-shape with buildings 5 #, 6 #, and 7 #, with a spacing of 13.2 meters. Except for building 4 #, buildings 1 #, 2 #, 3 #, 5 #, 6 # The basement below 7 # building is connected to the first floor. The basement is the parking garage, the power distribution room, the ventilation machine room, and the fire control room. The top elevation of the floor is -4.85m. The basement under 5 #, 6 #, and 7 # buildings is 4.8m high. The basement under 1 #, 2 #, and 3 # buildings is 3.9m high. The height of the connecting neutral floor between buildings is 3.5m. There are three post cast strips in the vertical direction and one post cast strip in the horizontal direction for the whole baseplate, with a bandwidth of 0.8m and a total building area of 48060m2, including 8027m2 of basement building area. The project is a full cast-in-place frame structure, the seismic rating of the frame is Grade III, and the seismic fortification is Grade VII. The foundation adopts large excavation independent column foundation. The foundation bearing layer of buildings 1, 2, 3, 5, 6, and 7 # is medium dense pebble layer, the standard value of foundation bearing capacity fk=580Kpa, the buried depth of the foundation is -7.10m, the bearing layer of building 4 # is clay layer, the standard value of bearing capacity fk=230Kpa, and the buried depth of the foundation is -3.30m, The size of frame column grid varies with the width and depth of the house. The maximum section of basement foundation beam is 350 × 800, the minimum section is 300 × 500, the elevation of beam bottom is -5.65 to -5.35 meters, the thickness of bottom plate is 300400, the thickness of top plate is 150, the section of foundation beam of Building 4 # is 250 × 500250 × 600, and the elevation of beam bottom is -2.10 meters. The structural part of the frame beam section changes. The frame column adopts the special-shaped section design, with the floor thickness of 120 and the shear wall thickness of 250.

Topic: Construction organization design scheme Ceiling organization design scheme Construction organization design scheme of primary school teaching building

Construction Organization of International Garden design scheme book

An international famous garden base is rectangular in shape, and the building group is treated as two parallel 32 storey plate towers located on a low platform and an "L" shaped 12 storey auxiliary building at the southeast end. The project has two underground floors and 32 floors, 32 floors and 12 floors above the ground. The first floor underground is provided with parking garage and equipment room, the second floor underground is parking garage, the wartime part is civil air defense area, the first floor mainly includes residential entrance lobby, management, fire control room and electricity meter room, the rest is an overhead floor, and the second floor and above are residential buildings. The vertical height of the building is 98.3m (32 floors), 98.3m (32 floors) and 36.95m (12 floors) respectively (excluding the height of the roof equipment room). Building floor height: 4m for the second underground floor, 4.2m for the first underground floor (buildings A and B) and 5.65m for building C), 6.3m for the overhead floor (buildings A and B) and 3.0m for building C), and 3m for the standard floor.

Topic: Construction organization design scheme Ceiling organization design scheme Construction organization design scheme of primary school teaching building

Construction organization of Grand Theater design scheme book

The project is located at No. 4, Shibei Hutong, Xicheng District, Beijing, with a total construction area of about 155000m2, and consists of three parts: the central building (202 District), the north building (201 District), and the south building (203 District). Among them, the central building is an ellipsoidal building with a long axis of 216.57m and a short axis of 145.57m, with a public hall, an opera house, a concert hall, a theater and a small theater, surrounded by pools; The building on the north side has two floors underground, with floor elevations of -7.00m and -11.50m respectively, including the main ticket hall, parking lot, entrance channel, etc; The building on the south side is three floors underground, with floor elevations of -7.00m, -11.50m and -18.00m respectively, including the ticket hall on the south side, fire vehicle entrance, cargo loading and unloading area and other supporting rooms. The design elevation ± 0.00 is initially determined as the absolute elevation of 46.00m, and the top elevation of ellipsoidal shell is+46.28m. The deepest part of the building is the opera house, whose indoor floor elevation is -41.00m, and the lowest indoor floor elevation of the central building is -28.60m and -22.00m respectively. The project structure is divided into two unit systems. The building facade is an ellipsoidal steel structure shell, and the radial direction is a steel structure main frame formed by arc, variable cross-section, flange free, 6cm thick steel plate welding; Circumferential transverse members are made of steel pipes with a diameter of 194mm and a thickness of 5mm, which are connected to the main frame of radial steel structure through special spherical joints. The total weight of the steel structure is about 5000 tons, and the average weight of each steel frame is about 40 tons. The ellipsoid surface is decorated with titanium alloy plates, and glass curtain walls are installed in the middle of the north and south sides. The main structure inside the ellipsoid is a reinforced concrete frame shear wall structure system, with structural joints set at ± 0.00m and -7.00m respectively. One structural unit is below -7.00m, and three structural units are above -7.00m. Some main beams and columns adopt steel-concrete composite structure system. The ring beam of ellipsoidal shell base, stage opening and local large-span components adopt prestressed reinforced concrete structure. The north-south building structure, pool structure and central building main structure are separated. A settlement joint is set along the outer skin of the main structure.

Topic: Construction Organization Design of Shennong Grand Theater Cost of Grand Theater Construction Scheme for Curtain Wall of Grand Theater

Construction Organization of Hanyang Reconstruction Building design scheme book

The project is located in Wulidun, Hanyang District, Wuhan City, with a building area of 4922M2. It is a six storey brick concrete structure, with a storey height of 2.85 M and an indoor and outdoor height difference of 0.45 M. Length: 51.30M, width: 17.60M. The seismic grade of the project is Grade 6, the structural safety grade is Grade 2, the seismic fortification intensity is Grade 6, the building site category is Class II, the building importance category is Class C, and the safe service life of the building structure is 50 years.

Topic: Construction organization design scheme Ceiling organization design scheme Fire protection design before building

Huafu Xianghe Construction Organization design scheme book

Huafu Xianghe · Renjia Residential Project is located in the Lighthouse Grassland of Xiacheng District, adjacent to the newly planned Lighthouse Road in the east, Guotai Road in the south, Huilonggang in the west and Yong'an Road in the north. The project is invested by Sanjiang Real Estate Development Co., Ltd., the geological survey is conducted by the survey branch of Zhejiang Industrial Design Institute, and the civil engineering design is conducted by Zhejiang Industrial Design Institute. The project is a frame structure with a service life of 50 years. The total construction area of the project is 106000 ㎡, divided into 10 single projects, of which the basements of 1~4 # buildings in Phase I South Block are fully connected, and the level 6 civil air defense garage and bicycle garage are combined in peacetime and wartime, with a total construction area of 13795 ㎡ and 232 parking spaces. In wartime, it was divided into four concealed civil air defense units and four material civil air defense units, totaling eight areas. The roof height of the main building of the above ground building is 34.50m, and the floor height of the basement is 3.30-3.80m. The ± 0.000 line is equivalent to the elevation of 5.60m in the Yellow Sea, of which the 4 # building has been comprehensively considered in the design, and the ± 0.000 line has been raised by 0.900m to prevent various installation pipelines from entering the basement and affecting various use functions.

Topic: Construction organization design scheme Ceiling organization design scheme Construction organization design scheme of primary school teaching building

Construction organization of Splendid Dragon City design scheme book

In this project, 11 buildings are pile foundations, 4 and 8 buildings are C25 concrete independent foundations, some are C20 rubble concrete strip foundations, and the foundation cushion is C10 concrete. The frame column below the elevation of 8.8M is C30 concrete, the strength of other concrete (beams, slabs, columns) is C25, and the structural column for coping is C20. HPB235 reinforcement, CRB550 cold-rolled ribbed reinforcement and Q235B steel plate are used. Masonry works: MU10 lime sand bricks are used for masonry below ± 0.000, M5.0 cement mortar is used for masonry, aerated blocks are used for masonry above ± 0.000, M5.0 mixed mortar is used for masonry, wall thickness: 250 for external walls, 200 for staircase and household partition, and 100 for other internal walls.

Topic: Construction organization design scheme Ceiling organization design scheme Construction organization design scheme of primary school teaching building

Construction organization of science and education garden design scheme book

The high-rise of Science and Education Garden includes 7, 8, 15 and 16 commercial and residential buildings, with a total construction area of 49708.42 m2. The 7 and 8 buildings are 11 storey small high-rise buildings with a building area of 5470.52 ㎡ and a shop area of 543 ㎡; The building area of 8 buildings is 8725.46 ㎡, and the area of shops is 794.88 ㎡; Building 15 and Building 16 are 17 storey high-rise commercial and residential buildings, the first basement is an underground garage, the first and second floors are commercial buildings, and the third to fifteenth floors are residential buildings; The building area of 15 buildings is 17971.62 ㎡, including 1648.68 ㎡ underground garage and 3012.24 ㎡ shops; The building area of 16 buildings is 15662.3 ㎡, including 1662.05 ㎡ for underground garage, 2820.1 ㎡ for shopping malls on the first and second floors, and 11180.15 ㎡ for residential buildings. The building height is 49.80m. All structures are frame shear wall structures. The construction organization design is based on 16 commercial and residential buildings.

Topic: Garden construction organization design Construction organization design and scheme Construction organization design and scheme

Construction organization of a project design scheme book

The construction area of the project is 4364.95m2, with a total length of 63.20m from east to west and a total width of 11.00m from south to north. There are six floors in total. Each floor is composed of six units, two households in each unit, with a floor height of 2.7m, an indoor and outdoor height difference of 0.6m, and a total height of 16.96m. The buried depth of the foundation is 2.6m, and 45cm thick 3:7 lime soil is laid with strip brick foundation. The top and bottom of the strip foundation are equipped with 18cm thick reinforced concrete ring beams, and the four large corners, T-joints and cross joints are equipped with reinforced concrete structural columns. The superstructure is fortified with 8 degrees of earthquake resistance. The outer wall is 18cm thick, the inner wall is 16Cm thick, and the strength grade is C20 reinforced concrete wall. The floor and roof slab are prestressed short circular orifice plates, and stairs, balconies, rain covers, and cornice slabs are all standard precast concrete members of the city. The partition walls of kitchen and toilet are made of reinforced gypsum hollow slats. The roof waterproof method is to apply light colorant on SBS modified asphalt flexible felt. The external windows are hollow steel windows, of which the north facade windows are double-layer windows. The interior door is hollow wooden door, and the household door is a composite anti-theft fire door. The indoor floor is made of pea stone concrete, except that the kitchen and toilet are made of ceramic mosaic tile surface course on polyurethane waterproof coating film. The cement skirting board is 120mm high. Except that the toilet and kitchen are ceramic tile dado and scrub resistant paint walls, other interior walls are puttied and sprayed with white mortar. For the need of energy conservation and thermal insulation, the outer wall is also provided with an air layer, 50mm thick self extinguishing polystyrene foam plastic board and 12mm thick paper faced gypsum board on the inner side of the concrete wall.

Topic: Project construction organization design scheme Ceiling organization design scheme

Urban holiday construction organization design scheme book

The foundation of this project is pile foundation (not included in the scope of this bidding), and the superstructure is a 6-story frame structure except for the 7-story building 5 #. The design service life of the structure is 50 years, the safety level of the structure is Level II, the design level of the foundation is Level C, the soil type of the building site is medium soft soil, the site category is Level II, the seismic fortification intensity is 6 degrees, and the seismic grade of the frame is Level IV. The concrete is mixed on site, and the concrete strength grade is C10 for cushion, C25 for cushion cap, beam, slab, column and staircase, and C20 for secondary pouring components. HPB235 (round steel), HPB335 (deformed steel bar) and CRB550 (cold-rolled ribbed steel bar) are used as reinforcement. For masonry below ± 0.000, M7.5 cement mortar shall be used to build 240 thick MU10 autoclaved sand lime bricks; for masonry above ± 0.000, TM series M5 mortar shall be used to build aerated concrete blocks with water absorption not more than 40%; for parapet, M5 mixed mortar shall be used to build 200 thick MU10 autoclaved sand lime bricks.

Topic: Construction organization design scheme Ceiling organization design scheme Construction organization design scheme of primary school teaching building

Construction organization of textile workshop design scheme book

The dyeing and finishing workshop of the project is rectangular in plan, covering an area of 15486m2, with a total building area of 16891m2. It consists of a main workshop with a plane size of 192.6m × 68m and auxiliary rooms in the east, west and south directions. The building heights of the main workshop and the auxiliary buildings on the east, west and south sides are 9.548m, 12.02m, 5.9m and 4.1m respectively. The main workshop is a single story building. The east auxiliary building has three floors. The first floor is 4.2m high, and the second and third floors are 3.6m high. The west and south annex buildings are single storey.

Topic: Workshop construction organization design Construction scheme of textile workshop project Construction organization design and scheme

Construction organization of industrial plant design scheme book

220KVXX substation is located in Hubei Province. The party of this bid is Hubei Province Company, and the design unit is Hubei Design Institute. Bid A of this bidding includes the main control building and communication building, 220KV outdoor power distribution device, complex building, gatehouse, fire fighting room, pump room and pool, and station roads. The station site area is farmland with fragmented terrain and large elevation difference. The natural elevation is 36-45M (Yellow Sea elevation system, the same below), and the leveling elevation is 41.2m, which is higher than the historical highest water level of the Yangtze River in Jiayu section of the Yangtze River and the historical highest waterlogging level of the region. Organized drainage is adopted in the station area. Its process is: the site is discharged to the road, the road is discharged into the rain castor well, and finally discharged out of the channel through the pipeline. The basic seismic intensity is 6 degrees, and the foundation soil layer is partially backfilled.

Topic: Construction organization of industrial plant Fire protection design scheme of industrial plant Construction organization design scheme

Construction organization of steel pipe truss design scheme book

Jishida (Haimen) International Home Furnishing Business Port is a transnational business platform integrating home production, trade, logistics, research and development, and culture. When completed, it will become the world's largest transnational purchasing center for home textiles, furniture, and home furnishings, and the largest window for China's home furnishing export trade. To form a unique "nine platforms, six advantages" Jishida trade model, that is, a two-way guarantee platform for import and export enterprises to provide loans and quality; Import and export process series service platform; Supply and demand visual information platform; Business automatic settlement platform; On site and remote trading platform; Logistics service platform; Brand interaction platform; Nine platforms for international business activities and professional consultation; Form six advantages of brand, visibility, service, market, capital and security, and solve the problems of brand, capital, information, credit and trade barriers faced by China's import and export enterprises. Open up China's own global sales channels, establish an industrial cluster, integrate advantageous resources, and build an industrialized, branded, professional, and systematic base, so as to maximize the integration of global advantageous resources. The project of Hall A of Jishida (Haimen) International Home Furnishing Business Port covers an area of about 508000 square meters, with a building area of about 522000 square meters. The project site is located in Haimen Port, Haimen City, west of Dagang Road and north of Tongda Road. The construction site is of the Yangtze River Delta alluvial plain floodplain landform type, and the ground elevation is 1.75-2.25m (2.06m on average). The ground is relatively flat. The plane of Hall A of the Business Port is like an open nine bone giant umbrella, and the three-dimensional shape is like a blooming nine petal flower. Each petal of the flower is composed of a pentagon outside, a trapezoid in the middle and a core circle. The petal radius is 450.236 meters. The short side of the pentagon outside is 117.703 meters long, the central axis is 212.863 meters long, and the area is 34966.78 square meters. The roof is made of profiled color steel plate and sunlight plate, and the side columns are painted with plain color paint outside the steel pipe columns. The color is elegant and noble. The combination of the high roof truss and the sunlight board has good natural ventilation and daylighting conditions, forming a spectacular man-made landscape of the integration of man and nature.

Topic: Construction organization design scheme Penstock construction organization design Ceiling organization design scheme

Urban elevated construction organization design scheme book

The project is located in the urban and rural fringe of Shanghai's central city. It is a fast ring trunk road that connects the new development zone, industrial zone, port, airport and residential area, strengthens the traffic connection between Pudong and Puxi, and connects the radioactive roads of the city. It is the most basic framework of the urban fast trunk road network. The project is located in the outermost part of the central city. From the perspective of the overall urban planning layout, it is the basic control range of urbanization development. The project starts at stake 15+000 in the west and ends at stake 16+000 in the east.

Topic: Construction organization design scheme Construction Scheme of Urban Elevated Works Ceiling organization design scheme

6th floor brick concrete construction organization design scheme book

The project is fortified according to the seismic fortification of seven degrees. Class C buildings and Class II sites are located in unfavorable sections for buildings. See the geological report for details. The safety level of foundation is Class C. Concrete strength grade: C10 for cushion, C25 for others. The strength grade of bricks below 9.6 meters is MU10, the strength grade of composite mortar is M10, the strength grade of bricks above 9.6 meters is MU10, and the strength grade of composite mortar is M7.5. The main wall is built with KPI bricks. Unless it is indicated that 120 brick walls (MU10 hollow brick M5 mixed mortar masonry) are used for non bearing structures, light diaphragms are used, and the wall weight shall not be greater than 1.2KN/m2.

Topic: Construction organization design scheme Construction organization design of six storey structure Construction organization design of six storey residence

Construction organization of outpatient building design scheme book

The comprehensive outpatient building project of a hospital to be built is located on the north side of a road in Wuchang, with a building area of 34092m2 and a building height of 72.700M. It has one floor underground and 16 floors above the ground (18 floors locally). The foundation adopts cast-in-place piles, and the main body is a full cast-in-place frame shear wall structure. The building of this project has elegant shape and complete functions. The successful completion of the project construction will have a positive impact on the development of the hospital cause.

Topic: Fire protection design of outpatient building Fire fighting construction scheme of outpatient building Construction organization design scheme

Construction organization of an office building design scheme book

An office building and ancillary facilities project is built by a traffic management station of a district traffic bureau relying on financial appropriation, and designed by a design institute limited company. The building area is 1537.71m2, the building is four and a half stories high, the first story is 3m high, the second story is 4m high, the third to fourth story is 3.6m high, and the total height of the building is 15.6m. The structural form of the project is frame structure, and the seismic fortification is seven degrees and three levels. The maximum span of the project is 9.6M. The foundation adopts prefabricated pipe pile foundation, with a pile diameter of Φ 400, an estimated pile length of 17 m, a single pile bearing capacity of 1000 KN, and a ultimate bearing capacity of 1700 KN. The thickness of cushion cap is 0.9M for single pile cap, 1.10m for two pile caps, and 1.00m for three pile caps; The four pile abutment is 1.00 m, and the five pile abutment is 0.80 m, using C30 concrete. The cross section of the frame column is square, the maximum cross section is B × H=600 * 600, the concrete strength grade is C25, and the beam slab concrete strength is C25. The wall body masonry is mainly clay brick masonry, and the wall is 180 and 120 thick. Decoration standard: the interior wall body, except the bathroom, is covered with white tiles, and the ceiling is covered with scraped plastic. The toilet floor is covered with 400 * 400 wear-resistant tiles, the stairs are covered with granite, and the rest of the floor is covered with 800 * 800 polished tiles. The exterior wall is hung with granite and partial aluminum curtain wall. The roof waterproof layer is polyurethane.

Topic: Office building construction organization design scheme Design scheme of high-rise office building Multi storey office building design scheme

Construction organization of building design scheme book

The project is located in the north of Gangtie Street, Baotou City, Kun District, Baotou City, Inner Mongolia, with a building area of 5042.52 square meters. The proposed building has six floors and a frame structure. The height of the first floor is 5.4m, the height of the second floor is 4.5m, and the height of the third to sixth floors is 3.3m. The first and second floors are used as shopping malls, and the third to sixth floors are used for office purposes. Exterior wall paint and stone are used for exterior decoration, sliding aluminum alloy windows are used for windows, and solid wood doors are used for doors. The outer door of the entrance adopts frameless glass door. Marble floors are used for shopping malls, corridors, staircases and offices.

Topic: Architectural construction organization design scheme Construction scheme of building Ceiling organization design scheme

Construction organization of Yuyuan Community design scheme book

The civil air defense project for the underground garage of Yuyuan Residential Community of Huazhong University of Science and Technology, and some administrative rooms, with two floors of basement, and the first floor of basement is a parking garage, with the floor height of 3.9m; The second underground floor is the basement of civil air defense combined with peacetime and wartime, and it is the equipment room and warehouse at peacetime, with the floor height of 5.0m; The first floor above the ground is 4.8m high, and the second floor to the nineteenth floor is 3.9m high; The 20th floor is 4.8m high. The design building area of the project is 28663 square meters, including 24610 square meters above the ground and 4053 square meters underground. The building covers an area of 2105 square meters. The fire protection is designed as per Grade I fire resistance, with the maximum fire compartment area; The above ground part is 1762 square meters, and the underground part is 1000 square meters (garage 1950 square meters). The maximum smoke control area is 500 square meters.

Topic: Community construction organization design scheme Ceiling organization design scheme Weak current design scheme of the community

Construction organization of office building design scheme book

Bank of China Yuncheng Branch office building decoration and indoor facilities renovation, ancillary building project is located in Zhongyin Avenue, Yuncheng City, with a total height of 33.7 meters, three floors of the ancillary building and eight floors of the main building. The scope of this project covers the exterior wall decoration and all interior decoration of the whole main building. Including glass curtain wall, aluminum plastic plate curtain wall, dry hanging stone, exterior wall paint, etc; Interior decoration from the first floor to the eighth floor.

Topic: Office building construction organization design scheme Design scheme of high-rise office building Multi storey office building design scheme

Construction organization of heavy truck garden design scheme book

This project is the 2 #, 3 # buildings and underground garage project of Zhongqi Dikou Road Garden Residential Group. The construction site is located at No. 41 Dikou Road, Jinan City. The structural forms and construction practices of the two residential buildings are basically the same. 2 # residential building is 34.880m long, 12.780m wide, 31.25m high, with a total building area of 5854.29m2. There are 11 floors above the ground and 1 floor underground. The first floor underground is a storage room. The first floor above the ground is residential. The basement floor is 3m high, and the other floors are 2.8m high. The underground garage is 48.1m long, 22.9m wide and 910m2 in floor area. Structural form: short leg shear wall structure is adopted for residential building, and frame structure is adopted for garage; Reinforced concrete beam raft foundation is adopted for the foundation, and the concrete strength grade is C30. Unless otherwise specified, C3O concrete shall be used for concrete components. Waterproof concrete with impermeability grade of S8 shall be used for bottom plate, side wall and top plate. Waterproof concrete with impermeability grade of S6 shall be used for cast-in-place slabs in toilets, kitchens and balconies. The main body of the residential building adopts the composite waterproof method, and the other uses the polymer waterproof membrane waterproof layer. The strength grade of structural column concrete is C20. The garage is on the first floor underground, the seismic fortification category is Class C, the seismic fortification intensity is the second group of six degrees, the seismic fortification level of the frame is Level 4, the structural safety level is Level 2, and the waterproof level is Level 2.

Topic: Garden construction organization design Construction organization design and scheme Construction organization design and scheme

Construction organization of complex building design scheme book

The project is a hospital building with a plane of "L" shape and a European style facade. The building base area is 1503m2, the total building area is 10892m2, the building height is 30.00m, and there are eight floors in total. The building is equipped with two elevators, one of which is for fire protection, and the eighth floor is equipped with an elevator machine room. The exterior wall of the main building of this project is painted and faced with tiles; Internal walls: the fire control room on the first floor, dark rooms on the second and third floors, production rooms and operating rooms on the fourth, fifth and sixth floors, power distribution rooms on each floor and equipment tube wells are cement mortar internal walls; Toilets and water boiling rooms on each floor, hand washing and changing rooms on the seventh floor and above, and disinfection and washing rooms are the internal walls of facing bricks; The vestibule on the first floor is polished granite, and the CT machine rooms and operation rooms on the second and third floors, X-ray machines and control rooms, and the film room are the internal walls for radiation protection; Other interior walls shall be painted with acrylic composite paint.

Topic: Construction organization design of complex building Comprehensive building construction scheme Comprehensive Building Construction Contract

Construction organization of palm brick concrete design scheme book

The Palm Garden Community Project of Xinjiang Jinyuan Real Estate Development Co., Ltd. is located to the east of Changsha Road, the west of Changchun Road, the north of Dacheng West Road, and the south of Nanyi Road in Urumqi. The building area of 15 # building is 4979.26 ㎡. It is a brick concrete structure with 1 floor underground and 6 floors above the ground, and the building height is 21.15 m (outdoor ground to cornice). The project is designed by Xinjiang Building Materials Design and Research Institute and contracted by the project department directly under the Fourth Construction Project of Xinjiang Construction Engineering Group.

Topic: Construction organization design scheme Ceiling organization design scheme Construction organization design scheme of primary school teaching building

Construction organization of open cut tunnel design scheme book

The starting and ending mileage of the open excavation section of the section tunnel in this bid section: the right line CK13+250.0~CK13+435.0 is 185m long, the left line CK13+250.0~CK13+437.5 is 187.5m long, and the entrance and exit line of the depot is constructed by open excavation method, and the section form is rectangular reinforced concrete frame structure. The entrance and exit line of the depot goes up the slope of 3 ‰ and 34.35 ‰ along the left and right lines of the interval tunnel, and goes forward to the left CK13+547.141, passing through the ground from above the left line of the interval tunnel. The left and right lines of the interval tunnel go up the slope of 3 ‰ from CK13+250.0, turn to - 25 ‰ from CK13+290, and then go down the slope to the light and dark boundary mileage, and dig into the tunnel.

Topic: Open cut tunnel survey scheme Construction process of open cut tunnel Construction organization design scheme

Construction organization of a bridge design scheme book

The bridge chainage is K150+388. It crosses Manas River near the seventh company of the sixth branch of ××× General Yard. The bridge is 146.54m long and 18m wide (17m+2 × 0.5m). The quantity of concrete works for the whole bridge is 4716m3, and the steel is 498.5T. The bridge is designed as a 7 × 20m reinforced concrete prestressed hollow slab girder bridge, and the foundation is pile foundation. The pile diameter of the abutment is 1.2m, and the pile length is 30m; The pier pile diameter is 1.4m, and the pile length is 38m. The abutment is a ribbed light abutment; The piers are four column piers, with column diameter of 1.2m and pier height of 6.06m~10.65m; The bridge deck is 15cm (8cm 40 ＃ waterproof concrete+7cm asphalt concrete).

Topic: Construction contract of a bridge Construction scheme of a bridge project Construction organization design scheme

Construction organization of a subway design scheme book

Lot 01 is from Sihui Station to Gaobeidian Station, with a starting and ending mileage of K0+000.0~K3+504.3 and a length of 3504m, including Gaobeidian Station and corresponding sections. It mainly includes the civil works of Gaobeidian Station, the 994.58-meter Sihui East Gaobeidian Station Viaduct in K2+349.09-K3+343.67 section, the general subgrade of K0+000.0~K2+313.09 section, the prefabricated reinforced concrete shoulder retaining wall in K2+313.09-K2+349.09 section, water supply and drainage fire protection works, power lighting works, and fire alarm works.

Topic: Construction organization design scheme Ceiling organization design scheme Construction organization design scheme of primary school teaching building

Construction Organization of North South Trunk Road design scheme book

The North Extension Project of the North South Trunk Road in the Xiwai New Area of a city is located in the neighborhood committees of Longguan Village and Zhaojiaoya Village, Xiwai Town, Tongchuan District of a city, starting at K0+40 at the intersection of the east-west and north-south trunk roads and ending at K0+880 at the Dawan Road Station, with a total length of 840 meters. The foundation of this trunk road is 60m wide, including 30m wide expressway, 2 x 3.0m green belt, 2x6.0m slow lane and 2 x 6m sidewalk. The crown transverse slope is 1.5%, and the maximum longitudinal slope is 2.995%. The minimum longitudinal slope is 0.5%. The radius of curvature is 1000m.

Topic: Construction organization design scheme Ceiling organization design scheme Main road construction scheme

Qingshan Tunnel Construction Organization design scheme book

A construction project department is set up in this section, which is specifically responsible for the daily work, technology, quality, safety management and other matters of tunnel and subgrade construction (see the organization chart). It is divided into two work areas, namely Xiaojinkou end work area and Lingkeng end work area; Construction of five working faces, namely the left and right line openings and subgrade works (including culverts) in each area.

Topic: Construction organization design scheme Tunnel organization construction scheme Tunnel coating construction organization scheme

Construction organization of Plaza Building design scheme book

The project covers an area of 4200 m2, with three floors underground and thirty-one floors above the ground (partial thirty-three floors); The total building area is 46939m2, including 10547m2 underground, 36392m2 above the ground, 1982 m2 for the first floor, and about 1000m2 for the standard floor; The podium is below the fifth floor, where the first to third floors are shopping malls, and the fourth to fifth floors are hotels; The tower above the sixth floor is for commercial and residential use. The podium on the first to fifth floors of the project is of frame tube structure, the transfer floor and technical floor are set between the fifth and sixth floors, and the tower on the sixth to thirty third floors is of shear wall structure. The building is a comprehensive commercial building integrating commerce, catering, entertainment, office and commercial residence, with a total height of 105m, axis length of 53.1m and width of 39.0m.

Topic: Construction organization design scheme Fire protection design scheme of the building Fire protection design scheme of Tianyu Building

Airport civil construction organization design scheme book

The new terminal building is a composite reinforced concrete frame structure, with steel tube composite columns used locally around and indoors, curved thin-walled steel tube roof truss and metal plate light roof system used for the roof. The plane is divided into four parts: A, B, C and D, and deformation joints are set between adjacent areas; In order to reduce the number of joints, the method of reserving construction post cast strip for larger sections instead of setting permanent expansion joints or using shrinkage compensating concrete (adding 10% of composite expansion agent CEA-B) for the super long design and construction of reinforced concrete structures will affect the tensioning time of prestressed reinforcement if there is a post cast strip.

Topic: Construction organization design of civil engineering Construction organization design scheme Organization construction design scheme

Construction organization of data library design scheme book

Structure selection of the project: Mantanghong raft foundation is adopted as the foundation; The basement is a concrete slab column system; The above ground structure is a reinforced concrete frame shear wall structure. The four story podium adopts a local frame shear structure. The large-span part of the report hall adopts a two-way well beam structure. The floor and roof of the above ground structure adopt a unbonded prestressed two-way beamless floor system. The building area of the underground part is 12498m2 (including civil air defense exits). The building is rectangular in plan, 58.700m long in east-west direction and 81.70m long in north-south direction. There are two underground floors to the south of D E axis below ± 0.000 in the project: the first underground floor is 5.80m high, which is used for dining room, kitchen, bathroom, power transformation and distribution room, etc; The underground second floor is 5.70m high, which is a refrigerator room, heat exchange station, etc; There is a mezzanine in the north of axis D and E, and the underground floor is 4m high, which is a car and bicycle parking garage; The mezzanine floor is 3.3m high, which is a car parking garage; The underground second floor is 4.2m high, which is a level 6 civil air defense and video database. There are 17 floors above the ground (4 floors, 5 floors and 6 floors locally), two floors on the roof, the total building height is 72.20m, the total building area is 44284m2 (including civil air defense exits), the indoor and outdoor height difference is 0.45m, ± 0.000=46.60m. The foundation bearing layer of this project is the natural bearing layer of sand and gravel, and the local part is the medium sand layer, [f]=300kPa, Class II site soil, without liquefaction. Civil air defense passage and No. 2 ventilation passage are set at the south of East F-axis of Axis 9, and No. 3 ventilation passage is set at the south of West F-axis of Axis 1, all of which are full cast-in-place reinforced concrete structures. The above ground civil air defense exit is a frame structure, and the filling and internal partition walls are ceramsite concrete hollow blocks.

Topic: Construction organization design scheme Construction organization design and other data Construction organization design data

Construction organization of R&D building design scheme book

The central part of the project is the core area, which is the transportation hub of the building. A total of 6 passenger elevators and 2 cargo elevators and fire elevators are set up. As the communication information center, it is treated as a atrium shared space. The core area is also equipped with toilets, equipment tube wells and two smoke stairs. In addition, one smoke staircase is set at both ends of the building. The exterior decoration includes dry hanging granite, aluminum alloy glass curtain wall, sunshade system glass curtain wall, aluminum alloy shutter curtain wall, stone grille and laminated glass of sunroof canopy. The core part of the room is granite floor, wall, and aluminum alloy plaster board ceiling. The R&D studio and service room are of secondary fine decoration: aluminum alloy gypsum board ceiling, high-grade decorative wooden door, and the floor and wall of the toilet floor are of floor tile floor, glazed tile wall, aluminum alloy slat ceiling, high-grade sanitary ware and matching hardware, except for the granite floor on the first floor. Others mainly include hardened concrete, singeing granite, raised floor and cement mortar floor. The wall construction includes cement mortar wall, sound absorption wall, latex paint wall and soft wrapped wall. There are also plastered ceiling, acoustic ceiling, etc. The waterproof of basement and roof is SBS coiled material, and the waterproof of basement top and toilet is polyurethane coating.

Topic: Construction organization design scheme Fire protection design scheme of the building Construction organization design of drug research and development center