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Earthwork backfilling construction scheme for a medical complex building of a hospital in Beijing Due to the narrow and small site of the project, there is no soil storage site around the foundation trench. All the original foundation trench earthwork is transported to spoil, and all the backfill earthwork is transported back; In order to ensure the continuous construction of backfill, prepare the original soil of backfill in advance according to the construction schedule, contact the nearby earthwork construction unit, and sign the earthwork supply agreement; When the original soil cannot be supplied continuously, it shall be located in the southeast of the site -
Construction Scheme of Earthwork Backfilling for Outpatient Complex Building of a Hospital in Beijing According to the characteristics and design requirements of the project, backfilling is divided into the following three parts: 2.2.1. Fertilizer tank backfilling (1): 2:8 lime soil backfilling above 6.0m, and tamping in layers. Manual tamping is adopted, with a layer thickness of 300mm and a layer compaction coefficient of 0.93. The ring knife method is used to check the backfill density of each layer. The upper layer construction can be carried out only after the compactness of the lower layer is qualified -
Construction Scheme Design of Earthwork Backfilling for Outpatient Complex Building of Beijing Hospital Preparation basis, project overview, construction deployment, construction progress, main construction methods, quality requirements, safety and civilization requirements -
Construction scheme for earthwork excavation of a complex building The underground floor of the complex building of the project, the elevation of the foundation pit bottom is -8.15M (excluding the elevation of the cushion cap and elevator shaft bottom), and the elevation of the surrounding natural ground is -1.5m, so the overall excavation depth of the foundation pit is 6.65m, the excavation is about 51000M3, and the filling is 5700m3; The first underground floor of the underground garage, the bottom elevation of the foundation pit is -7.1M (excluding the cushion cap), and the overall excavation depth -
Construction scheme for earthwork backfilling of foundation pit Foundation pit earthwork backfill construction scheme, project overview, safe and civilized construction, construction preparation, construction equipment preparation, labor arrangement, construction methods, construction control measures and operation points -
Formwork construction scheme of a complex building The education building complex consists of eight single buildings, including Building 1, Building 2, Building 3, Building 4, Building 5, Building 6, Building 7 and the boundary room. The total land use is 12.0722 hectares, and the total construction land is 2.6292 hectares. The highest height of the building is 9 meters. Total building area: 20362 square meters, including: aboveground -
Earthwork backfilling construction scheme of a project The outdoor backfill of this project is 2:8 lime soil and plain soil. The waterproof of outdoor exterior wall adopts BAC self-adhesive coiled material and 5mm thick polyethylene sheet as the protective layer. According to the design requirements, 2:8 lime soil shall be used within 80cm of the earthwork backfill around the foundation pit, and plain soil shall be used beyond 80cm. Plain soil shall be used for the basement backfill in Area A of the Project -
Construction scheme of earthwork backfilling project Earthwork backfilling in Zone 3: when the width of the backfilling working face in Zone 1 exceeds 5m, enter Zone 3 for backfilling, and the earth materials on the right side are directly bulldozed in place by large bulldozers, and rolled by small bulldozers; The soil on the left side is transported to the place by free dump truck, and small bulldozers are used for paving and rolling. At this time, four D60 large bulldozers are set on the right side, two 74KW bulldozers are set on the left side for paving and rolling -
Construction Scheme for Earthwork Backfilling in Winter 1.1 Construction drawings of the project; 1.2 Construction organization design of the project; 1.3 Code for Acceptance of Construction Quality of Building Foundation Engineering. -
Sample construction scheme of a complex building Model construction scheme of a complex building Model construction scheme of a complex building Model construction scheme of a complex building -
Electrical construction scheme of a complex building This project is a Class II high-rise building. The fire protection system is a Class II load, and the rest is a Class III load. The Class II load is powered by two-way power supply from the lighting or power distribution cabinet. Single circuit power supply is adopted for the third level load. According to the construction drawings, it can be divided into: low-voltage distribution system, grounding system, general lighting system, emergency lighting system, computer network system, television system, fire alarm system -
Construction scheme of a comprehensive building in Haicang This project is a comprehensive office building project in Xiamen, with a total construction area of 63226.3m2, including 2415.5m2 for the basement, 60810.8m2 for the ground, one floor underground and 16 floors above the ground. The construction scope of the project is: water construction includes the installation of indoor domestic water supply and drainage branches, main pipes and sanitary ware equipment; Drainage pipe installation -
Civilized construction scheme of a complex building Section I Civilized Construction Management Organization Section II Site Civilized Construction Measures I Civilized Construction Planning for the Site II Civilized Construction Measures for the Construction Site (I) Site Access Management (II) Construction Site Management (III) Site Signs (IV) Material Management (V) Mechanical Equipment Management (VI) Power Management (VII) Avoiding Road Damage -
Method Statement for Earth Excavation and Backfilling The project is located in the south of Gangqu Avenue, Xinbei District, Changzhou City. The design elevation is ± 0.00m, which is equivalent to the elevation of 3.3m of the Yellow Sea. The elevation of the production workshop base is - 3.8; The elevation of spent acid refining frame base is - 2.9; Finished product tank farm - 1.8. -
Construction Scheme for Outdoor Earthwork Backfilling The project is the reconstruction of 1 # and 2 # residential buildings (Chunhui Jiayuan) in the shantytowns (dilapidated houses) in the old Honglou area of Xishan Coal and Electricity Co., Ltd., located at No. 17, West Lane, Xikuang Street, Taiyuan City, Shanxi Province, south of Nanhan Shopping Mall. The total building area is 63357.84 ㎡, including 33189.87 ㎡ for Building 1 and 30167.97 ㎡ for Building 2. -
Special construction scheme for earthwork backfilling The project base is located in Lot 12-1 E9, [Dameisha Area], Area 03-01, Yantian District, Shenzhen City, bordering Yanba Expressway in the south, and surrounded by mountains in the east, west and north on the south side of the plot. The length from north to south is about 470m, the width from east to west is about 270m, the total land area is 102999.81 square meters, the construction land area is 92300.88 square meters, and the planning capacity is -
Phase II earthwork backfill construction scheme The construction area of the project is 92633.45m2, including 92085.54m2 above ground (included in the plot ratio); Underground building area: 547.91m2. The project is a mountain building with different ± 0.000 elevations. The foundation forms are pile foundation, independent foundation and combination of pile foundation and independent foundation. Among them, S8 has -
Method Statement for Earth Excavation and Backfilling The indoor relative elevation of the project ± 0.000 is equivalent to the Dagu elevation of 4.1m; According to the bidding documents, the project is divided into three construction stages. The first stage is 1 #, 2 #, 6 # and 8 # buildings, the second stage is 3 #, 5 #, 9 # and 10 # buildings, and the third stage is 4 # and 7 # buildings. According to the field survey, the earth excavation of buildings 1 #, 2 #, 5 # and 6 # has been completed -
Method Statement for Earth Excavation and Backfilling The project has one basement floor with a building area of 23965m2. The foundation form is pile cap raft. The natural floor elevation is -0.350m, and the foundation bottom elevation is different. The bottom elevation of the bottom plate is -6.95m, -7.05m, -7.3m, -7.5m, and the bottom elevation of the cushion cap is -7.3m, -7.5m. The excavation depth of earthwork is about 7m -
Special construction scheme for earthwork excavation of a high-rise complex building The experimental building is composed of a tower, a podium and a basement, including one underground floor, 19 floors of the above ground tower and three floors of the podium. The tower is divided into three parts: high board, low board and connector. The high board has 19 floors, the low board has 15 floors, and the connector has 15 floors. The underground construction area is 5223 square meters, the aboveground construction area is 50949 square meters, and the building height is 94 meters. Its functional composition includes communication -
[Tianjin] Special construction scheme for earthwork excavation of a high-rise complex building Tianjin * * Research Institute Phase I - EPC project. The Phase I project covers an area of about 1.8 hectares, consisting of the experimental building, the comprehensive service building and the overhead corridor between them. The total construction area is 70114 square meters, including 62082 square meters above the ground and 8032 square meters underground. -
Construction Scheme of Secondary Earthwork Excavation for a Comprehensive Building in Harbin This project is the 2 # building project of Harbin Ruida Nanzhi Comprehensive Park. The construction unit is Harbin Ruida Real Estate Development Co., Ltd., and the design unit is Harbin Fangzhou Architectural Design Firm. The project site is located in the east of Nanzhi Road and the north of Chunyi Street in Harbin. The first floor underground is a garage, and the 32nd floor above the ground is a residence. -
Construction Scheme of Earth Excavation for a Complex Building in Beijing The project is located in the X16R2 plot in the south of XXXXX District, which extends to XX Road in the south and XXX 1st Street in the north. XXXX living quarters are located in the east of the planned land XR2 plot. Construction unit: XXXXX Real Estate Co., Ltd. Construction site: Plot XR2, West District, XXX Development Zone, Beijing Total floor area: 17539.6 square meters Ground floor area -
Construction Scheme of Earth Excavation for Basement of a Complex Building in Guangdong The complex building covers an area of 11778m2, with a total building area of 13998.3m2, including 12108.3m2 above the ground and 1890.0m2 in the basement. The building is L-shaped. The first basement is a comprehensive basement for civil air defense. The ground is divided into high and low floors. The east and west are high floors, the ground is twelve floors, the south and north are low floors, and the ground is two floors; -
Construction scheme for earthwork backfilling of over excavated part Method statement for backfill of over excavated earthwork Method statement for backfill of over excavated earthwork Method statement for backfill of over excavated earthwork Method statement for backfill of over excavated earthwork -
Construction scheme of earthwork backfilling works Method Statement of Earthwork Backfill Method Statement of Earthwork Backfill Method Statement of Earthwork Backfill Method Statement of Earthwork Backfill -
Construction scheme for outdoor curtain wall of a complex building This document is the construction scheme for the outdoor curtain wall of a comprehensive building, the outdoor decoration project of the comprehensive building of XX Bureau, located in XXX Road, with an outdoor facade decoration area of 3040 square meters. Main decoration projects include: 1. glass curtain wall decoration 2. dry hanging aluminum plastic panel curtain wall 3. dry hanging stone 4. hollow glass plastic steel window 5. tempered glass doors and windows -
Fire fighting construction scheme of power house and complex building This information is the fire protection construction scheme of the plant and complex building. The information is clear and can be used for reference. Welcome to download it. -
Construction Scheme of Zhengzhou Complex Building in Rainy Season Construction scheme of Zhengzhou complex building in rainy season, frame structure of the project, seismic fortification intensity 7 -
2 - Construction scheme for outdoor curtain wall of a complex building 2 - The construction scheme for the outdoor curtain wall of a complex building is detailed and rich, which can be downloaded by netizens. -
Construction scheme of a complex building in Rizhao Construction scheme of comprehensive building of a plant in Rizhao Construction scheme of comprehensive building of a plant in Rizhao Construction scheme of comprehensive building of a plant in Rizhao -
Construction Scheme of High Formwork for a Complex Building in Tianjin Project overview This project is * * project, which is located in the southwest of Jintang Road, Hedong District, Tianjin, and the northwest of Shiwujing Road, namely, No. 38 and No. 1 of Tianjin Jintang Road. The project consists of the main building and podium, with a total construction area of 15158 square meters, including 12748 square meters above the ground and 2410 square meters underground. Basement 1, large podium above ground -
Construction Scheme of a Complex Building in Zhuzhou City The foundation shall be made according to the geological conditions of Zhuzhou * * * * Complex Building. The equipment foundation of 5m × 5m × 1.2m shall be poured and tamped. The concrete grade is C30, and double-layer two-way Ф shall be prepared inside 20@150 ，Ф 14@1000 Tie bar of. The most important part is the installation of fixed feet. The following procedures should be strictly followed: (1) Connect four fixed feet with one tower -
Construction scheme for super-high formwork erection of a complex building This project is a XXXXXX comprehensive building project invested and built by XXXXXXXXXXXXXXXXXX. It is a frame shear structure with nine floors above the ground and one floor below the ground. The building area is about 22499 ㎡. In this project, the entrance hall of Axis 10-11 at the intersection of Axis A~1/C is a six storey overhead floor, the seven storey slab structure elevation is 28.6m, and the roof slab thickness is 150mm -
Construction Scheme of High Formwork for a Complex Building in Guangdong Project overview: * * * (Group C) has a basement with a floor area of 6910.10m2, which is used as a garage. The above ground part is composed of two 24 storey towers, two 18 storey towers, one 12 storey business apartment and podium shop. The building is commercial and residential, frame shear structure, and the foundation is prestressed pipe pile foundation. The basement floor height of the project is 3 -
Construction Scheme for Water Heating Reconstruction of Complex Building This document is the construction scheme for the water heating reconstruction of the complex building, including: 1 Project overview: 1 Project name: Comprehensive renovation project of Anhuaxili District 3, Ministry of Transport 2 Project address: Anhuaxili District 3, Chaoyang District 3 Construction unit: Office Service Bureau of the Ministry of Transport 4 Building area: 4762.38 square meters 5 Structure type: brick concrete structure 6 floors -
Construction Scheme of a Complex Building in Beijing 1.3.3.1 Code for Acceptance of Construction Quality of Ventilation and Air Conditioning Engineering GB50243-2002 1.3.3.2 Code for Acceptance of Construction Quality of Building Water Supply and Drainage and Heating Engineering GB50242-2002 1.3.3.3 Code for Construction and Acceptance of Industrial Metallic Piping Engineering GB50235-97 1.3 -
Electrical construction scheme of a hospital complex building The electrical system works of the project include power transformation and distribution system; Power and lighting systems; Lightning protection and grounding system. Power transformation and distribution system: (1) The substation of this project is located on the ground floor. There is no high-voltage room and generator room in the substation, but only high-voltage isolation room and high-voltage control cabinet room. The high-voltage incoming lines are all connected from the switching station at the northeast corner of the building. And 1 (3) #, 2 -
IKA-2-012 Method Statement for Earthwork Backfilling Construction deployment arrangement, construction operation conditions, quality problems to be noted -
Construction Scheme for Earthwork Backfilling of Hotel Works The project is located in Yulin City, with a total construction area of 65294m2. There are 27 towers on the ground and 1 basement underground. ± 0.000 of this project is 1073.30m (Yellow Sea system). The earthwork backfilling is divided into outdoor and indoor backfilling. The outdoor backfilling is -0.400 (except for the car ramp, swimming pool in Zone 7 and the roof of the basement), and the backfilling is made of plain soil
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one Comprehensive building reconstruction construction scheme -
two Comprehensive building safety construction scheme -
three Waterproof construction scheme of complex building -
four Special construction scheme for complex building -
five Construction scheme of fire complex building -
six Fire fighting construction scheme of complex building -
seven Construction scheme of building complex -
eight Construction Scheme of High rise Complex Building