Construction scheme for earthwork

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 for earthwork completion of a project

This project includes various public problems in earthwork excavation, including project overview, construction deployment, earthwork excavation scheme, foundation pit slope protection works, earthwork excavation quality assurance measures,

Construction scheme for earthwork excavation of a project

According to the geological and hydrological conditions of the foundation and the structural form of the foundation, a project determines the labor, machinery, power and other supply methods required for foundation excavation, and formulates safety control measures in the earthwork process to ensure the smooth progress of earthwork excavation.

Construction scheme for foundation earthwork excavation

This project is the earthwork excavation of Ruibao 1-3 # building basement. The foundation area of the three single basements is about 1100m2, and the total earthwork is about 100000m3. The natural ground of the project is high in the west and low in the east. The average natural ground elevation of 1 # building is about 45.5m, and the bottom elevation of foundation pit is 34.5m; The average natural ground elevation of building # 2 is about

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

S303 Siyong Road earthwork construction scheme

In the earthwork construction scheme of S303 Siyong Road, when the filling height H ≤ 1.94m (including the thickness of the pavement structure layer), it is a low fill shallow cut subgrade, which needs to be over excavated and backfilled and compacted. The compacted thickness of the base is not less than 90%, the compactness of the transition section is not less than 92%, 94%, and the compactness of the roadbed is not less than 96%. The backfill value of transition section of low fill and shallow excavation in this project is 4

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 manual earth excavation

The construction area of Garden 1 # Building is 4293.12 square meters, and that of Garden 2 # Building is 4625.1 square meters. In order to complete the earthwork with high quality and on schedule, the Project Department, after discussion, decided to adopt the following scheme for earthwork construction.

Earthwork construction scheme of a project in Guangdong

According to the site and construction arrangement, the four sides of the foundation are sloped with a gradient of 1:0.35. The side slope is protected with 1:2.5 cement mortar. A 50cm wide temporary drainage ditch is reserved 30cm away from the foundation side, and a temporary sump is set at the corner. Each pit is equipped with a pump to pump out the water in the pit at any time. Earthwork excavation shall be carried out by mechanical excavation with manual coordination

Earthwork construction scheme of a factory in Haiyang

The project is located in Haiyang District. Leveling the plant area occupies 558 mu of land. The terrain of the site is high in the west and low in the east. The design elevation of the plant area after leveling is 18.0 meters (± 0.000 for the plant area). The excavation depth of the highest part is about 8 meters, and the filling height of the lowest part is about 7 meters. The total excavation volume of the plant area is 432471 cubic meters, and the total backfill volume is 672440 cubic meters

Construction scheme for earthwork sloping and excavation

Tianjin 14 # Building Project covers an area of 505.74 m2, with a total construction area of 14572.41 m2, and 15 # Building Project covers an area of 453 m2, with a total construction area of 13540.36 m2. The total height of the building is 97.75m, ± 0.000 is equivalent to Dagu elevation+8.000m, the indoor and outdoor elevation difference is 300mm, and the natural floor is relatively marked

Construction scheme for hotel earthwork excavation

The hotel is located on the north side of the road. The project location has convenient transportation, and the surrounding municipal facilities are complete. The total land area of the project is 4677.89 square meters, and the total building area is 37389.72 square meters. The project is a 23 story hotel with a 2-story basement. The perimeter of foundation pit is about 271m

Special construction scheme for earthwork excavation

Name, content, project address, southwest corner of the intersection of Xiangluowan Tuochang Road and Binhe Road, Binhai New Area, Tianjin Construction Unit, Tianjin Tanggu Hefeng Investment Co., Ltd., design unit, Tianjin Architectural Design Institute, supervision unit, Tianjin Construction Engineering Supervision Company, construction unit, Nantong Construction Engineering General Contracting Co., Ltd., structural form, civil air defense on the second floor first floor frame

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

Text of earthwork excavation method statement

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; ± 0.000=56.50m, anti floating

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.

Preparation of earthwork excavation construction scheme

About preparing earthwork excavation construction scheme, preparing earthwork excavation construction scheme, preparing earthwork excavation construction scheme for reference

Construction scheme for installation of a water plant

According to the construction scheme of the installation part of a water plant, our company will bid for the construction content of the installation project according to the division of the bidding scope. The main contents include the installation, commissioning, operation inspection and completion acceptance of distribution well, pre sedimentation tank, sedimentation tank, V-shaped filter, blower room backwash pump room and its ancillary works.

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 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 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. It is adjacent to 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 construction scheme of China Construction First Engineering Bureau

The project is located at the northeast corner of the intersection of Yangjin Road and Hecun East Street. The total construction area is about 120000 m2, and the construction area of the overground part is about 100000 m2. The overground residential part has 15/16 floors (13 # has 15 floors in total), and the standard floor height is 2.95m.

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

Cover of earthwork excavation construction scheme

Special construction scheme for earthwork excavation of a certain institute

The project is located in Zhenhai District, Ningbo City, bordering Zhongshan Road in the north, South Street in the west, and Chenghe East Road in the south. It consists of 7 residential buildings from 1 # to 7 # buildings and an underground garage. Among them, 2 #, 3 #, 4 # buildings are 11 storey small high-rise buildings with a total height of 30.20 meters, and 1 #, 5 #, 6 #, 7 # buildings are 18 storey high-rise buildings with a total height of 54.60 meters.

Key points for preparation of earthwork excavation construction scheme

2、 Engineering geological conditions and site environment: 1. In the engineering geological survey report of the construction base in the construction area, there should be conventional physical test indicators of soil, and data such as internal friction angle cohesion c and permeability coefficient K of soil consolidation block must be provided.

Earthwork construction scheme for flyover approach of a project

This paper is an earthwork construction scheme for an overpass approach of a project, including project overview, preparation work, etc., for your reference.

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

Method Statement for Earthwork Backfilling Works

Method Statement of Earthwork Backfill Method Statement of Earthwork Backfill Method Statement of Earthwork Backfill Method Statement of Earthwork Backfill

Special construction scheme for earth excavation (support)

Special construction scheme for earthwork excavation (support) Special construction scheme for earthwork excavation (support) Special construction scheme for earthwork excavation (support) Special construction scheme for earthwork excavation (support)

Special construction scheme for earthwork excavation

Special construction scheme for earth excavation works Special construction scheme for earth excavation works Special construction scheme for earth excavation works Special construction scheme for earth excavation works Special construction scheme for earth excavation works

Construction scheme for earthwork excavation and foundation pit support

Construction scheme of foundation pit support for earthwork excavation

Construction scheme for earthwork excavation of a residential project

The total construction area of the project is about 96985 square meters, which is the earthwork construction scheme of a residential area

Foundation pit dewatering, slope protection and earthwork construction scheme

Foundation pit dewatering, slope protection and earthwork construction scheme