Beijing earthwork construction scheme

[Beijing] Construction Scheme for Residential Earthwork

The 9 # building, 10 # building and 11 # building are mainly in the form of natural sloping support structure, with 1:0.6 sloping. Part of the foundation pit of the gable on the west side of building 10 # is supported by soil nailing wall, with a slope of 1:0.3; The design is checked according to Lizheng Foundation Pit and Slope Support Design Software.

Earthwork construction scheme of a project in Beijing

Civil engineering, water supply and drainage, heating, ventilation, fire fighting and alarm, power lighting, cable television, telephone, computer network wiring (cable television, telephone engineering, only for embedding, box, and pipeline) engineering, including the work specified in JZDZ (1999) No. 004 document, in which the pipeline connected to the outdoor is 2.5m outside the axis of the external wall

Beijing earthwork construction scheme

As the project is a high-rise building with a construction area of 78000 square meters, the site safety protection is strictly controlled according to our company's occupational safety and health procedure documents and occupational safety and health management manual.

Construction Scheme of an Earthwork in Beijing

As the project is a high-rise building with a construction area of 78000 square meters, the site safety protection is strictly controlled according to our company's occupational safety and health procedure documents and occupational safety and health management manual.

Construction Scheme of a Frame Shear Wall Earthwork in Beijing

Mechanical excavation is carried out in three steps, the first is 3.5m, the second is 4.5m, and the third is 4.8m. Reserve 20cm soil layer for manual cleaning. (See the excavation profile of foundation pit for details) 4.1.3 The first step is to excavate the slag soil layer of the surface layer to 2m below the floor from west to east, and reserve 20cm for manual cleaning of the slope during excavation. Then excavate the foundation pit center foundation soil to-

Construction scheme of a large public building earthwork in Beijing

According to the elevation of the basement, the remaining earthwork in Zone I is about 27392 m3, that in Zone II is about 26032 m3, that in Zone III is about 27902 m3, that in Zone IV is about 8938 m3, that in Zone V is about 8772 m3, that in Zone VI is about 1578 m3, and that in Zone VII is about 7, 8

Construction Scheme for Large Earthwork of a Residential Building in Beijing

The proposed project is the underground earthwork excavation and slope support of * * residential building project, with the excavation depth of about 10.26m (relative to the outdoor design elevation). The foundation pit is deep and needs to be supported. According to the design data provided by the design institute, it is proposed to use soil nail shotcrete anchor support.

Earthwork construction scheme of a road in a district of Beijing

In order to prevent groundwater and rainwater from soaking the bottom of the tank, a 50cm wide temporary drainage ditch is reserved 30cm away from the side of the foundation pit, and a temporary ponding pit is set at the corner. Each pit is equipped with a pump to pump out the ponding in the pit at any time.

Beijing earthwork construction organization design scheme

The project is a high-rise building with a construction area of 78000 square meters. The site safety protection is strictly controlled according to our company's occupational safety and health procedure documents and occupational safety and health management manual. A safety management leading group shall be set up at the site. A full-time safety officer shall be appointed at the site. The deputy manager in charge of production shall be fully responsible for safety production and various safety education activities. The Engineering Department shall organize relevant departments to

Construction Scheme of a Frame Shear Wall Earthwork in Beijing

Mechanical excavation is carried out in three steps, the first is 3.5m, the second is 4.5m, and the third is 4.8m. Reserve 20cm soil layer for manual cleaning. (See the excavation profile of foundation pit for details) 4.1.3 The first step is to excavate the slag soil layer of the surface layer to 2m below the floor from west to east, and reserve 20cm for manual cleaning of the slope during excavation. Then excavate the foundation pit center foundation soil to-

Detailed construction scheme of frame shear wall earthwork for a project in Beijing

To prevent groundwater and rainwater from soaking the bottom of the tank, a 50cm wide temporary drainage ditch is reserved 30cm away from the side of the foundation pit, and a temporary ponding pit is set at the corner. Each pit is equipped with a pump to pump out the ponding in the pit at any time.

[Beijing] Construction Scheme for Earthwork of Residential Buildings (coordinated by machinery and labor)

The construction area of the project is about 40m from north to south and 65m from east to west. According to the preliminary measurement, the site elevation is about 21m. In previous years, the villa construction was carried out and the foundation was strengthened (gravel pile). The original villa was completely demolished, resulting in the undulation of the current ground. Some sites are distributed with abandoned pits excavated from the old house foundation. The depth of the pits is generally 3-6m, and some sites are

Construction organization design scheme of foundation pit earthwork of construction piles in Beijing

Due to the tight construction period and high quality requirements of the project, the construction organization design should be carefully prepared in accordance with these factors. Advanced construction methods, advanced technology and measures to ensure quality and safety should be vigorously adopted, and reasonable arrangements and careful construction should be made to achieve the objectives of contract construction period, high quality, safety and so on.

Construction Scheme of Qipu Sluice Earthwork

The gate earthwork includes the excavation and filling of the gate body, the excavation of upstream and downstream river approaches, the removal of upstream and downstream cofferdams, the filling of the gate pipe, the filling of the south bank embankment, and the dam sealing,

Model of earthwork construction scheme

2.1 The excavation of foundation pit (trench) shall be carried out in blocks (sections) and layers according to the excavation width determined by setting out. According to the soil quality and hydrological conditions, vertical excavation or sloping on four or two sides shall be adopted to ensure the safety of construction operation.

Earthwork construction scheme text

The average site elevation of the project is about -0.35, of which 14 (II) is natural foundation and 14 (I) is prestressed pipe pile foundation. According to the design requirements, the elevation of 14 (II) 1-11/A-B and 1-11/F-G bearing caps is -2.6M, and the bearing caps are closely excavated by large area of foundation trench. 1-11/B-F bearing caps are relatively

Hotel earthwork construction scheme

The land acquisition area of the project is 149637 square meters, and it is planned to build a new super five-star hotel on the basis of the original * * * hotel. The total construction area of the expanded hotel is 196774 square meters, including 133889 square meters of aboveground construction area and 62885 square meters of underground construction area. The planned commencement date is November 22, 2007.

Construction scheme of shotcrete anchor and earthwork

A shotcrete anchor and earthwork construction scheme A shotcrete anchor and earthwork construction scheme A shotcrete anchor and earthwork construction scheme

Shotcrete anchor and earthwork construction scheme

This document is the construction scheme of shotcrete anchor and earthwork. The contents are detailed for reference.

Earthwork construction scheme of a company

This document is the earthwork construction scheme of a company. The contents include earthwork construction overview, progress, etc. The content is detailed for reference only.

Mechanical earthwork construction scheme

The earthworks shown in the construction drawings of the Contract include the earthworks excavation, borrow pit and other earthworks specified by the Supervisor. The excavation work includes: preparation, site clearing, drainage during construction, slope observation, maintenance before completion acceptance, and transporting the available or abandoned earthwork to the stacking area designated by the Supervisor for protection

Construction scheme of earthwork for shantytown reconstruction

According to the construction plan of earthworks, according to the site and construction arrangement, the four sides of the foundation pit are sloped with a gradient of 1:0.3. Heavy mechanical excavation shall be adopted for earth excavation, and the reserved soil layer of the base shall be removed manually. Mechanical excavation volume 10800m3, manual excavation volume 1200m

Earthwork construction scheme of a commercial street

2. Excavation construction method (1) Since the construction period of the project is tight and the earthwork volume is large, it is decided to adopt continuous mechanical excavation. (2) Excavation method: after foundation excavation, reserve more than 100mm of soil to prevent over depth and disturbance of the bearing layer, and then manually remove it before trench inspection. Use a level gauge to measure the elevation to the bottom of the pit, and use large and small piles to mark the elevation with red paint every 1m or so

Construction scheme of a high-rise earthwork in Zhejiang

The project is invested and constructed by Zhejiang * * * Joint Real Estate Co., Ltd. It is located to the west of * * * * Avenue in China Light Textile City, bordering * * * * River in the east, * * * * Branch Road in the west, * * * Road in the south, * * * Road in the north. The total construction area of the project is about 37384 ㎡, including 31368 ㎡ above ground construction area, 6016 ㎡ underground construction area, 1 floor underground

Construction scheme of office building earthwork

There are 6 plots in the foundation pit where the project is located, which is the foundation excavation of * * * * Group entrusted by Party A. The underground part of the project is from the underground garage and local commercial buildings. The basement has three floors, the building structure is frame shear wall structure, and the foundation form is mud retaining wall bored pile+raft foundation. ± 0.000 is equivalent to absolute

Earthwork construction scheme of a factory building in Hangzhou

The construction area of this project is 30528M2, the bottom elevation of cushion cap is -3.20, the thickness of cushion is 100MM, and the natural ground elevation is -0.826M. The buried depth of the foundation base of the project is about 3.2M, while the buried depth of the phreatic water level is about 0.2~3.40M. The foundation pit is properly sloped without support, and the surrounding open ditch plus sump pump is used for dewatering

Construction scheme for earthwork of a commercial and residential building

The earthwork construction scheme of a commercial and residential building covers an area of about 12000 m2. The north and south sides of the foundation pit are 85m long, the east and west sides are 135m long, the perimeter is about 440m, and the excavation depth of the foundation pit is 12m.

[Guangdong] Hotel earthwork construction scheme

***The second phase project of the hotel is located in Guangzhou, Guangdong Province, in the central area of * * * Group, Panyu District, Guangzhou City. The land acquisition area is 149637 square meters. It is planned to expand the original * * * hotel into a new super five-star hotel. The expanded hotel is divided into three parts, of which the International Conference Center is located in the northeast corner of the whole plot, and the lobby and guest room building are located in the opposite

Construction scheme for earthwork of flood gate

Content Introduction On site productive test According to the requirements of the bidding documents, earth and stone backfilling of channels, embankments and buildings shall be subject to soil spreading method and rolling test, and if necessary, soil moisture content adjustment test. The objectives of compaction test: (1) The mixing test of soil and artificial admixtures, and the test of mixing mode, analysis of mixing effect and water content change rule. (2

Earthwork construction scheme of a construction project

This project is a multi-storey factory building in Runke Traffic Intelligent System Industrial Park of Henan University Science Park, with 6 floors above the ground and 1 floor in the basement. The building area is 8013.06m2, which is a frame structure. The bottom elevation of the foundation cushion is -4.780m, and the groundwater level is about 25m from the natural ground. During excavation, the foundation pit dewatering is not considered, but the slope stability should be paid attention to.

Earthwork construction scheme of a project

This document is the earthwork construction scheme of a project. The content includes the construction process and quality of earthwork. The content is detailed for reference only.

Earthwork Construction Scheme.doc

Earthwork Method Statement (4). doc

Earthwork Method Statement (3). doc

Earthwork Method Statement (2). pdf

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

Construction scheme of a earthwork backfilling project

Construction scheme of one earthwork backfilling project Construction scheme of one earthwork backfilling project Construction scheme of one earthwork backfilling project

Earthwork excavation construction scheme

This data is the construction scheme of earthwork excavation, which contains complete and detailed contents, and can be downloaded by designers for reference.

Earthwork greening construction scheme

Construction measures, earthwork construction measures and earthwork construction preparations

Construction scheme for earthwork of pile foundation

3. Excavation scheme and measures for soil between piles ⑴ Construction sequence: handover with pile foundation subcontractor → setting out on site → marking the position of piles → mechanical excavation to 500mm above the elevation of pile top → rechecking and setting out → manual excavation to the design elevation