Anhui earthwork construction scheme

[Anhui] Construction Scheme for Earthwork of Large Medical Complex Building

The main works of the Medical Group East Area Project (the Fourth Affiliated Hospital) of the Affiliated Hospital of XX Medical University are located in the west of Tongling North Road, the south of Yuhuangshan Road, the east of Dongfeihe Road, and the north of Huaihai Avenue in Xinzhan District, Hefei. The Bid Section A project undertaken by our company is an outpatient building. This project was designed by XX General Architectural Design and Research Institute Co., Ltd., and the foundation pit support was completed after detailed investigation by XX Engineering Survey Institute

[Anhui] Method Statement for Earthwork of Large Medical Complex Building _secret

1) Site and surrounding environment (2) New technology, new equipment, new process and new materials popularized and applied in the construction industry (3) Construction experience related to other projects 2. Project overview

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.

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

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.

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.

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

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

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 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

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.

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

[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.

[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

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.

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.doc

Earthwork Method Statement (2). pdf

Earthwork Method Statement (4). doc

Earthwork Method Statement (3). doc

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

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.

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 greening construction scheme

Construction measures, earthwork construction measures and earthwork construction preparations

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

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

Construction Scheme for Shotcrete Anchor and Earthwork of a Commercial and Residential Building

The proposed high-rise commercial and residential building has 3 floors in the basement and 31 floors above the ground. It 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. The foundation pit adopts bolt shotcrete support scheme, which is designed by Guangdong Light Textile Industry Design Institute.

Earthwork construction scheme of underground garage

The foundation pit of the project was excavated in the first ten days of October, and there was a lot of rain. According to the geological survey report, the soil quality was poor, so slope protection measures should be taken. The slope protection uses steel anchor bolts and steel mesh to pour fine stone concrete. See slope protection scheme for specific methods

Earthwork construction scheme of a new plant

According to the situation of the project, the method of mechanical excavation is adopted for earth excavation to reach the bottom elevation of foundation pit and foundation trench. According to the geological survey report and site conditions, the earthwork excavation is determined to be sloped at 1:0.33, and the bottom surface of the foundation trench excavation is added with 0.3m construction working surface on each side based on the base structure size.

Construction scheme of building construction earthwork

The safety level of building structure is Level II. According to the characteristics of the project, the earth excavation is carried out by machinery with manual cooperation. It mainly arranges 2 backhoes, 10 earth moving trucks, 1 total station, 1 theodolite, 2 automatic leveling levels, 4 tower rulers, 2 50M steel tapes, etc

Construction scheme for earthwork and deep foundation pit works

The earthwork excavation volume of the project is about 35000 cubic meters. The excavation depth of the foundation pit is -12.95 meters for the main building, 14.05 meters for some parts, and - 4.85 meters for the podium building. Two imported backhoe excavators with a bucket capacity of 1 cubic meter are used for the excavation of the foundation pit, and 30 dump turbines are used to transport the soil. The excavation direction is from east to west. The podium will be excavated after the main building is excavated

Earthwork construction scheme for high-rise residential buildings

Located at the north side of Changchun West Road and the west side of Xiangwen Road in the central area, there are 13 high-rise residential buildings in total: 4 buildings with 34 floors, 1 building with 24 floors, 3 buildings with 18 floors, 2 buildings with 15 floors and 3 buildings with 11 floors, totaling 162697.99 ㎡; S2 commercial building: 2465.5 m2; Other supporting facilities: 607 ㎡; Ground floor area: 142112.11 ㎡

Earthwork construction scheme of an office building in Hangzhou

The residential, commercial and office building project of Plot 7 is located in the old city reconstruction plot of Hangzhou, east of the district government, and north of the community road, with convenient transportation. The site is relatively flat, with an elevation between 3.7m and 4.4m. After leveling, the average absolute elevation is 4.100m, and the relative elevation is 0.000m. The project covers an area of 14640 m2, with a total construction area of 490

Construction Scheme for Earthwork of Building Engineering

There are four floors of basement below the ground of the building project. The relative depth of foundation pit excavation is about 15.1-17.1m, the regular rectangle is about 68m × 70m, and the length of foundation pit support is about 280.0m. The artificial fill in the site has relatively strong water permeability and contains abundant perched water. The Quaternary alluvial proluvial medium coarse sand has relatively strong water permeability and water content. The occurrence type is pore phreatic water

Construction Scheme for Earthwork of Commercial Plaza

The total planned land area is xxxx million square meters, and the terrain is high in the east and low in the west.