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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 -
Earthwork backfilling construction scheme for foundation pit of a high-rise residential building in Guangdong; ; The second phase project is located at the south side of * * * * Road, * * * * Town, Foshan, with a total construction area of 81300 m2. The project is designed as four 18 storey high-rise buildings with shear wall structure and basement. The plan area of the basement is about 12000 square meters, and the excavation volume is more than 60000; After the waterproof construction of the outdoor shear wall is completed, the surrounding earthwork will be backfilled, and the backfill earthwork volume is about 608 -
Construction Scheme of Foundation Pit Earthwork Backfilling for a High rise Residential Building in Guangdong/ ****The second phase of the second phase project is located in the south of * * * * * Road, * * * * Town, Foshan, with a total construction area of 81300 m2. The project is designed as four 18 storey high-rise buildings with shear wall structure and basement. The plan area of the basement is about 12000 square meters, and the excavation volume is more than 60000; After the waterproof construction of the outdoor shear wall is completed, the surrounding earthwork will be backfilled -
Construction Scheme of Foundation Pit Earthwork Backfilling for a High rise Residential Building in Guangdong The second phase of the second phase project is located in the south of Foshan Road, with a total construction area of 81300 m2. The project is designed as four 18 storey high-rise buildings with shear wall structure and basement. The plan area of the basement is about 12000 square meters, and the excavation volume is more than 60000; After the waterproof construction of the underground shear wall is completed, the surrounding earthwork will be backfilled, and the backfill earthwork volume is about 6089m3. Due to backfilling -
[Guangdong] Construction scheme for earthwork backfilling of foundation pit of a high-rise residential building ****The second phase of the second phase project is located in the south of * * * * * Road, * * * * Town, Foshan, with a total construction area of 81300 m2. The project is designed as four 18 storey high-rise buildings with shear wall structure and basement. The plan area of the basement is about 12000 square meters, and the excavation volume is more than 60000; After the waterproof construction of the outdoor shear wall is completed, the surrounding earthwork will be backfilled -
Construction Scheme for Foundation Pit Earthwork Backfilling Project of a High rise Residential Building in Guangdong Phase II project is located in the south of * * * * Road, * * * * Town, Foshan, with a total construction area of 81300 m2. The project is designed as four 18 storey high-rise buildings with shear wall structure and basement. The plan area of the basement is about 12000 square meters, and the excavation volume is more than 60000; After the waterproof construction of the outdoor shear wall is completed, the surrounding earthwork will be backfilled, and the backfill earthwork volume is about 608 -
Construction Scheme for Foundation Pit Earthwork Backfilling of a High rise Residential Building in Foshan, Guangdong The project is located in the south of * * * * Road, * * * * Town, Foshan, with a total construction area of 81300 m2. The project is designed as four 18 storey high-rise buildings with shear wall structure and basement. The plan area of the basement is about 12000 square meters, and the excavation volume is more than 60000; After the waterproof construction of the underground shear wall is completed, the surrounding earthwork will be backfilled, and the backfill earthwork volume is about 6089m3. -
Construction Scheme of Foundation Pit Earthwork Backfilling for a High rise Residential Building in Guangdong Province Before backfilling the foundation pit of this project, the organic matters such as formwork, timber, grass roots, etc. in the foundation pit and the large stones in the foundation trench shall be cleaned up to drain the accumulated water. The backfill material shall be free of grass roots, stones with large particle size, etc. In case of underground pipes, the soil around the pipes shall be filled and compacted manually, and shall be carried out from both sides of the pipes at the same time until the pipe top is 0.5m. -
Construction Scheme of Earthwork Backfilling for Foundation Pit of a High rise Residential Building in Guangdong Province 4.3.2 Check earth construction machines and tools, and maintain them. 4.3.3 Protect the cables, drainage pipes and water supply pipes of temporary power facilities for construction on site and carry out various safety works. 4.3.4 The construction of the waterproof protective layer of the underground shear wall is completed, and the waterproof protective layer is a 120 thick brick wall. 5 Construction method The earthwork backfilling construction of this project adopts -
Construction Scheme of Foundation Pit Earthwork Backfilling for High rise Residential Buildings in a Region of Guangdong 4.2 Technical preparation 4.2.1 Get familiar with the construction specifications and other basis documents, and prepare a detailed and comprehensive construction technical scheme according to the site geological conditions and specific construction conditions to deal with various problems that may occur in the construction. Relevant documents such as material plan, machine and equipment use plan shall be prepared according to the earthwork construction progress. 4.2.2 Before earthwork excavation, the team leader -
Construction organization design scheme of foundation pit earthwork backfilling for a high-rise residential building in Guangdong The earthwork backfilling construction of this project uses 5 small backhoes and 3 medium backhoes, and each excavator is equipped with 2 dump trucks for earthwork transportation. The backfill area shall be backfilled mechanically and tamped manually. The paving thickness of each layer shall not be more than 30~50cm. -
Construction Scheme for Foundation Pit Earthwork Backfilling Project of a High rise Residential Building in Guangdong The total construction area of the project is 81300 m2. The project is designed as four 18 storey high-rise buildings with shear wall structure and basement. The plan area of the basement is about 12000 square meters, and the excavation volume is more than 60000; After the waterproof construction of the underground shear wall is completed, the surrounding earthwork will be backfilled, and the backfill earthwork volume is about 6089m?. -
Construction Scheme for Foundation Pit Earthwork Backfilling Project of a High rise Residential Building in Guangdong The project is designed as four 18 storey high-rise buildings with shear wall structure and basement. The plan area of the basement is about 12000 square meters, and the total building area is 81300 square meters. -
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 of foundation pit earthwork excavation; North of the village; Neighborhood commercial residential project is located in Laiyang Road, Pudong New Area, Shanghai, close to Pudong Avenue. The total construction area of the project is 28008.23 square meters, consisting of 9 buildings and an underground garage. The safety level of the building structure of the project is Level II, and the design level of the foundation is Level II. Seismic fortification intensity 7, design site -
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. -
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 -
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 foundation pit earthwork excavation Foundation pit earthwork excavation construction scheme Foundation pit earthwork excavation construction scheme Foundation pit earthwork excavation construction scheme -
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 -
Construction scheme for drainage of an earthwork foundation pit After earth excavation, four 1.5m deep water collecting wells shall be set in the northeast, northwest, southeast and southwest corners of the building, 600mm away from the side of the retaining pile. The diameter of the water collecting well is 800mm, which shall be poured and tamped with permeable concrete before earthwork excavation, and must reach the use strength. -
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 -
Construction scheme for earthwork excavation and foundation pit support Construction scheme of foundation pit support for earthwork excavation -
Foundation pit dewatering, slope protection and earthwork construction scheme Foundation pit dewatering, slope protection and earthwork construction scheme -
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 -
Earthwork construction scheme for foundation pit of Shanshui Jiayuan Earthwork construction scheme for foundation pit of Shanshui Jiayuan Earthwork construction scheme for foundation pit of Shanshui Jiayuan Earthwork construction scheme for foundation pit of Shanshui Jiayuan -
Construction scheme for earthwork excavation of foundation pit Construction scheme for earthwork excavation of engineering foundation pit Construction scheme for earthwork excavation of engineering foundation pit Construction scheme for earthwork excavation of engineering foundation pit Construction scheme for earthwork excavation of engineering foundation pit Construction scheme for earthwork excavation of engineering foundation pit -
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 earthwork excavation of foundation pit This document is the construction scheme for earthwork excavation of foundation pit. The content of the document is detailed and the data can be used for reference. -
Foundation pit dewatering, enclosure and earthwork construction scheme This document is the construction scheme for foundation pit dewatering, enclosure and earthwork. The content is detailed and clear, and has high reference value. It can be downloaded for reference. -
Special construction scheme for foundation pit earthwork excavation This paper is the construction scheme of the second type of foundation pit earthwork excavation, including the foundation pit enclosure construction and earthwork excavation. -
Construction scheme text of foundation pit earthwork excavation The project is located in Laiyang Road, Pudong New Area, Shanghai, near Pudong Avenue. The total construction area of the project is 28008.23 square meters, consisting of 9 buildings and an underground garage. The safety level of the building structure of the project is Level II, and the design level of the foundation is Level II. The seismic fortification intensity is 7 degrees, and the design earthquake group is the first group. -
Construction scheme of foundation pit earthwork excavation project The project is located in Laiyang Road, Pudong New Area, Shanghai, near Pudong Avenue. The total construction area of the project is 28008.23 square meters, consisting of 9 buildings and an underground garage. The safety level of the building structure of the project is Level II, and the design level of the foundation is Level II. The seismic fortification intensity is 7 degrees, and the design earthquake group is the first group. -
Construction scheme for dewatering, enclosure and earthwork of a foundation pit (1) Temporary roads: according to the requirements of the layout plan of the construction site, complete the subgrade, connect the temporary drainage of the construction site, make the construction site unblocked, leave no puddles, and meet the requirements of civilized construction measures. (2) Temporary electricity: 800KV general distribution room is set in the north of the site. According to the construction characteristics of the project, the construction electricity is divided from the general distribution room -
Foundation pit dewatering, enclosure and earthwork construction scheme; Data reflected:; The upper part of the foundation is mainly composed of clayey soil, crushed stone, broken brick and domestic garbage, and the lower part is grayish black clayey soil, rich in plants and organic matter. The groundwater in the shallow soil layer of the site belongs to the type of phreatic water. According to the engineering geological report, the buried depth of the static groundwater level is between 0.30 and 1.20 meters, and the corresponding absolute elevation is 3.65
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one Foundation pit and earthwork construction scheme -
two Construction scheme for earthwork backfilling and excavation -
three Method Statement for Earth Excavation and Backfilling -
four Construction Scheme for Large Earthwork Backfilling -
five Construction scheme of earthwork backfilling foundation pit -
six Construction scheme of foundation pit backfill earthwork -
seven Construction scheme for foundation pit backfilling in rainy season -
eight Construction scheme for earthwork backfilling in rainy season