Backfilling construction scheme

[Fujian] Construction Scheme for Earth Excavation and Backfilling

According to the actual situation of the site, first use machinery for heavy excavation, and initially excavate to -0.08m, then use manual excavation, and then set out the foundation line, adding 100mm cushion line and 500mm manual working face on each side. After the earthwork is excavated to the bottom elevation of the cushion layer, the foundation pit shall be inspected together with the Designer, the Supervisor, the Exploration Institute and the Design Institute, and the foundation bearing capacity shall be rechecked to see if it meets the design requirements

[Shaanxi] Construction Scheme for Earthwork Backfilling of Hotel Project

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

[Guizhou] Stadium earthwork backfill construction scheme

The foundation of the project adopts cushion cap+ground beam. According to the construction drawings, the top elevation of the cushion cap of S-E~S-F axis in the north area, S-C~S-F axis in the south area, S-E~S-G axis in the west area and S-E~S-F axis in the east area of the stadium is -1.0m, and the height of the cushion cap in this area is 1.2m. The top elevation of the cushion cap in other areas of the stadium (except a few) is -1.2m, and

Construction scheme for foundation earthwork excavation, support and backfilling

Construction layout: 1. Construction sequence: construction setting out, line inspection - earth excavation - trench inspection - foundation concrete construction - backfill. 2. Driving direction of construction vehicles: 2 excavators, digging from west to east and from north to south, and dump trucks coming in and out of the construction site from Rolling 10 Road. 3. Construction schedule: It takes about 3 days for excavation and 5 days for earthwork backfilling.

Construction scheme for earthwork excavation and backfilling of a residential project

Building 14 # of the residential community (Phase I project) is located in the west of the north turntable of Duyun Avenue. Building 14 # is a brick concrete structure, and the foundation form is a strip foundation. The total building area is 1188.71m2, and the total building height is 15.990m. The main entrance to the community during the construction phase is located in the south of the community.

[Beijing] Earthwork backfilling construction scheme of a residential building project

The fertilizer tank of 4 # building in this project is backfilled with 2:8 lime soil, compacted layer by layer, the compaction coefficient is not less than 0.93, and the room core is backfilled with plain soil. The fertilizer trough and room core of 11 # and 12 # buildings are backfilled with plain soil. The organic content in the fill shall not be more than 5%. Sieve the stored soil before use, and the particle size is required to be no more than 50mm.

[Guangdong] Construction Scheme for Earthwork Backfilling of Expo Center

Reasonably determine the backfill parameters (soil moisture content, virtual paving thickness, compaction times) according to the project characteristics, backfill requirements, etc., and conduct compaction tests for important projects or backfill with new compaction machines and tools to determine relevant parameters;

Method Statement for Site Leveling and Earthwork Backfilling. pdf

[Tianjin] Construction Scheme for Foundation Fertilizer Tank Backfilling of Office Building

This project is the project of Lot 03-15 in the starting area of * * * Financial District, with 3 floors underground and 43 floors above the ground. The height of each underground layer is 4800m for underground 3, 3900m for underground 2 and 5600m for underground 1. The width of fertilizer tank is 1.5m, and the deepest elevation of fertilizer tank is - 17.35m. According to the design requirements, the foundation fertilizer tank is filled with 2:8 lime soil to ± 0.0

Sandstone backfill construction scheme of Lanshan Manor Building 3 #

1. Selection of raw materials: according to the ratio requirements, the sand shall be medium coarse sand, and the gravel shall be conventional stones, with the maximum particle size not greater than 50mm. 2. Control of sand and gravel ratio: according to the drawing requirements, the sand and gravel ratio is controlled as 1:1. 3. Selection of mixing method and construction steps

[Shaanxi] Construction Scheme for Earthwork Backfilling of International Hotel Project

The project is located in the Economic Development Zone of XX City, bordering Pearl Avenue in the east and the office compound of the Municipal Party Committee, the People's Congress and the CPPCC in the south, with a total construction area of about 65000m2. There are 27 towers on the ground and 1 basement underground. The plane shape of the project is L-shaped, the dimensions of the long side of the outdoor side wall of the basement are 147.8m and 140m respectively, and the bottom elevation of the bottom plate is - 8m, - 6m

[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

[Liling City, Hunan Province] Complex foundation backfill construction scheme

This document is the foundation backfill construction scheme of [Liling City, Hunan Province] complex, including: content introduction: this project is located in Liling City, Hunan Province, and it is a complex providing convenience for citizens. The total building area is about 49079.57 ㎡, with one underground floor and five above ground floors. The structure is cast-in-place frame structure, raft foundation+independent column foundation. The independent foundation area needs

[Hunan] High level Quality Inspection Center Earthwork Backfilling Construction Scheme

The project of XX Provincial Quality and Technology Supervision and Testing Center is located at No. 238, Shidai Sunshine Avenue, Changsha City. The main construction drawings of the project are designed by XX Hongyi Architectural Design Co., Ltd. The project consists of the main building and its corresponding basement, with a total construction area of 46567m2. The main building has 12 floors above the ground and two floors underground. The first floor is 5.4m high and the standard floor is 5.4m high

[Handan] Expressway bridge and culvert abutment backfill construction scheme

Xiping Siwan Section of Sanxi Xixi Expressway, located in Nanyang City, Henan Province, is an important part of the seventh longitudinal Houma Shiyan Expressway in the "seven vertical and nineteen horizontal" layout of the rising expressway network in the central region. The starting point of the project is the intersection of Sanxi Expressway and Shanghai Shaanxi Expressway. It connects the Lushi Xiping section of the proposed Sanxi Expressway in the north and ends at Bogeyu in the southeast of Siwan Town, Xichuan County, and Houma

[Beijing] Construction Scheme for Fertilizer Tank Backfilling of a Residential Area (B03 District) Project

This data is the construction scheme of fertilizer tank backfilling for a residential area (B03 District) project in [Beijing], which is only for reference according to local conditions.

[Sichuan] Construction Scheme for Earthwork Backfilling of Frame Core Tube Structure Office Building (CSCEC)

The design office building of CPE Southwest Branch is located on the west side of the middle section of Tianfu Avenue in Chengdu High tech Zone, opposite to Tianfu Software Park. It is a design office building project invested and built by CPE Southwest Branch in the High tech Zone. The planned net construction land area of the project is 15384.9 ㎡, and the planned total construction area is 9615 ㎡

[Inner Mongolia] High rise commercial office building earthwork backfill construction scheme

The project is located in Hohhot Jinqiao Economic and Technological Development Zone, west of Jinqiao Avenue, east of Jinqiao 3rd Road, north of Wunir East Street (Jinqiao Square), south of Hohhot Yite Wool Textile Co., Ltd., XX Rongjia Cashmere Products Co., Ltd., XX Yite Wool Products Co., Ltd., XX Chetai Auto Technical Service Co., Ltd. Total design floor area of the project: 417

[Nanning] Construction scheme for dredging and backfilling of municipal engineering ponds

The quality and progress of ditch and pond dredging and backfilling construction are directly related to the quality and progress of subgrade earthwork filling and the overall stability of subgrade. Ditch and pond dredging and backfilling are concealed works. In order to ensure construction quality and eliminate quality hazards, the following construction process can be used: surveying and setting out → cofferdam pumping → three parties joint measurement of sludge top elevation → organization of dredging and transport to the designated location → detection of sludge

[Hunan] Highway engineering bridge and culvert abutment backfill construction scheme

Hunan S324 Anhua Dongping Meicheng Highway starts from Jixiang Village, Dongping Town, Anhua County, connects with G536 (the original S308 line K364+240), passes Bixi to Maoyuan, runs along X046, passes Gaoping and Tianzhuang, connects farmers with X042, passes Guanxi, Chenwang, Wanxi and Qingtian, and runs along the existing X042, passes Dawuchong and X0

Construction Engineering Company Management Data Earthwork Backfilling Construction Scheme.docx

[Guangdong] Construction Scheme for Earthwork Backfilling in Community (with disclosure and CAD drawings attached)

This data is the construction scheme of earth and earth backfilling in the community (with disclosure and CAD drawings attached), which is only for reference according to local conditions.

[Gansu] High rise commercial office building earthwork backfill construction scheme (attached with picture description)

The total design building area of the project is 41797.08 square meters, with 2 floors underground and 24 floors above the ground. The building height is 97.4m. The main building of the project is a frame shear wall structure, and the underground garage is a reinforced concrete frame structure system. The floor structure is reinforced concrete cast-in-place beam slab structure. 23 pages in total Prepared in 2012

[Inner Mongolia] High rise office building and residential building engineering earthwork backfill construction scheme

Contracting scope: according to the construction and installation works within the scope of the construction drawings of the Inner Mongolia General Chamber of Commerce Building and residential project (1 # office building and 2 # apartment building) designed by XX Co., Ltd. and in the drawing description provided by the construction party. Including: all structural works, exterior decoration works, roof works and interior decoration of the civil works are only preliminary decoration (the ground is rough); Water supply and drainage engineering; Mining

Construction Scheme for Earthwork Excavation and Backfilling of PHC Pile Foundation Works of Kaifeng Jinyuhuafu Phase III Residence

Preparation basis, project overview, construction deployment, construction preparation, main construction scheme, emergency rescue plan

Construction Scheme for Backfilling Planting Soil in Garage Garden of Lot II Project of Group A in Phase II of a Community

This document is the construction scheme of planting soil backfilling for garage garden of Lot II Project of Group A of Phase II 1 # Land in a community. For reference

[Zipingpu] Construction Scheme for Concrete and Stone Backfilling of Spillway of Water Control Project

This data is the construction plan for concrete and rock backfilling of spillway of [Zipingpu] Water Control Project, 24 pages in total, in the form of word. Project overview: spillway concrete construction includes diversion wall (diffusion section), canal head works, discharge chute, flip bucket, spillway frame slope concrete and other work items. The concrete pouring process of spillway shall be continuous on the corresponding working face

Construction Scheme for Backfilling Planting Soil in Garage Garden of Lot II Project of Group A in Phase II of a Community

There are four garages (28 #~29 #, 30 #~31 #, 32 #~33 #, 34 #~35 #) and four gardens (29 #~30 #, 31 #~32 #, 33 #~34 #, 27 # back gardens) in Phase II Lot II of Group A of Land 1 #. According to Party A's and design requirements

Construction Scheme for Planting Soil Backfilling of Garage Garden of Lot II Project of Group A in Phase II of a Community. doc

Construction Scheme for Planting Soil Backfilling of Garage Garden of Lot II Project of Group A in Phase II of a Community. doc

Construction Scheme for Foundation Pit Backfilling of Zhongguancun Station in Bid 17 of Beijing Metro Line 4

2.1 Geographic location and surrounding environment of the project Zhongguancun Station is located at the south side of the intersection of Zhongguancun Street and the North Fourth Ring Road, below Zhongguancun Street, in a north-south direction. The site is surrounded by high-rise buildings such as electronic and computer malls, which are commercially developed. There are many pipelines under Zhongguancun Street and North Fourth Ring Road, involving electricity, telecommunications, heating, water supply, natural gas, sewage, rainwater, etc.

[Zipingpu] Construction Scheme for Concrete and Stone Backfilling of Spillway of Water Control Project

Project overview: spillway concrete construction includes diversion wall (diffusion section), canal head works, discharge chute, flip bucket, spillway frame slope concrete and other work items. The concrete pouring process of the spillway shall be carried out after the construction of the diaphragm wall, cast-in-place pile and foundation treatment of the corresponding working face is completed; The slope concrete shall be carried out after the corresponding excavation face is handed over. Flood overflow

[Inner Mongolia] High rise commercial office building earthwork backfill construction scheme (attached with picture description) Word format

In the process of preparing the construction scheme for the underground indoor and outdoor backfilling of XX General Chamber of Commerce Building and residential project, we mainly take the following national standards, specifications, procedures and relevant guidance documents as the basis for preparation, which is used to guide and control the work of backfilling earthwork in this project.

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 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

Bridge and culvert abutment backfill construction scheme

The seventh contract section of Tongyuan Expressway starts from K30+300 to K36+900, with a total length of 6.6km. The main engineering projects are: subgrade, bridge and culvert, overpass, slab connection. Main quantities: 732500 m3 of subgrade excavation and 643300 m3 of filling; Bridge works 515.5m, 2 round pipe culverts 57m, 9 slab channels

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.

Bridge and culvert abutment backfill construction scheme

Backfill of bridge and culvert abutment is a weak link in construction. Due to poor quality control, it is easy to cause hidden dangers such as settlement and vehicle jumping, which should be paid great attention to. According to the design requirements, 10% lime stabilized soil shall be used for backfilling at the back of channel and culvert abutment, and 4:6:90 lime cement stabilized soil shall be used for backfilling at the back of bridge abutment and cone slope. When culverts, channels and embankments are constructed at the same time, the minimum section of their reserved slots must

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.