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Special construction scheme for tower crane foundation construction of independent foundation on natural foundation The construction area of the project is about 48478.22 ㎡. The first floor is a mechanical parking garage; From ± 0.00 elevation to 9.55m, podium buildings are commercial buildings, and tower buildings above 10m are residential buildings; B1 building - 1+2+25 floors, building height 86.05m; B2 building - 1+2+29 floors, building height 97.52m; B3、B4、 -
Special construction scheme for tower crane foundation (natural foundation independent foundation QTZ63 -- TC5610) The construction area of the project is about 48478.22 ㎡. The first floor is a mechanical parking garage; From ± 0.00 elevation to 9.55m, podium buildings are commercial buildings, and tower buildings above 10m are residential buildings; B1 building - 1+2+25 floors, building height 86.05m; B2 building - 1+2+29 floors, building height 97.52m; B3、B4、 -
Special construction scheme for tower crane foundation (QTZ63 -- TC5610 (word format) Project scale: the construction area of the project is about 48478.22 ㎡. The first floor is a mechanical parking garage; From ± 0.00 elevation to 9.55m, podium buildings are commercial buildings, and tower buildings above 10m are residential buildings; B1 building - 1+2+25 floors, building height 86.05m; B2 building - 1+2+29 floors, building height 97.52m; B -
Changchun Hengda Mingdu Building Podium Independent Bearing Platform Foundation Earthwork Excavation Special Construction Scheme The bottom elevation of the foundation pit of the cushion cap of this project is -2.25m, of which the foundation of the elevator cushion cap is -3.25m. Now the lowest elevation of the natural ground is about -0.50m, and the foundation excavation depth is 1.75m (of which the elevator cushion cap is 2.75). -
Special construction scheme for raft foundation This scheme is a special construction scheme for raft foundation. After the construction of raft cushion is completed, the axis survey and setting out shall be carried out according to the relationship between the axes in the design drawing. The center lines and frame control lines of walls and columns shall be snapped up and marked with red paint to facilitate the construction of walls, column reinforcement and formwork. -
Special construction scheme for tower crane foundation This document is a special construction scheme for tower crane foundation. The vertical transportation of this project is mainly completed by tower crane. Due to the large volume of the project, it is proposed to use QTZ5013 tower crane with arm length of 50m and height of 135m in the construction of the main building, which is installed in the southwest corner of the main building. -
Special construction scheme for a tower crane foundation 1/500。 Before pouring, the bolt screw rod shall be covered with a plastic bag, and the foundation bolt shall not be touched during pouring and tamping. During concrete pouring, samples are taken and test blocks are reserved for inspection as the basis for tower crane installation whether the concrete reaches 70% of the design strength. At the same time, the test report is filed as safety data for future reference. 6. Pay attention to curing after concrete pouring, and the curing time shall not be less than 14 days -
Special construction scheme for expanded foundation The project is located on the X090 third railway line in the north of Rencun Village, Sanxiang Township. The X090 third railway line is a Class III highway. The original bridge is 1-10 meters long, with a total length of 30 meters. It is proposed to build a 2-10 meter prestressed reinforced concrete hollow slab bridge. The bridge center stake is K0+026.5, and the road water intersection angle is 90 degrees. The leads at both ends of the bridge are Class III highways. The total length of the bridge is 32 -
Special construction scheme for foundation excavation The project is a single building, with the maximum of 5F, partial of 2F and 4F. The whole building is equipped with 1F basement and frame structure. The load is mainly column load and independent foundation is adopted. The foundation takes uniform rock soil layer as the foundation bearing stratum. The foundation cushion is C15, the foundation is C30, and the foundation beam is C35. Grade I and II reinforcements are used. The thickness of the protective layer is greater than 40mm, and it is -
Special Construction Scheme for Pedestrian and Freight Elevator Foundation This data is: the special construction plan for the foundation of the people and goods elevator, which is detailed and can be used by designers for reference! -
Special construction scheme for tower crane foundation (new) The project is located in Tangxia Town, Jiangmen City. The project is a frame structure with one floor underground and one floor above the ground. The sports exhibition center has a building area of 116154 m2 and a building height of about 28.5m; The building area of the gymnasium is 42360 ㎡, and the building height is about 53m. -
Newly sorted independent foundation construction scheme The project is located in the southwest of Jiangjin District, Chongqing. The site is hilly and the elevation difference within the site is about 30m. The foundation form of the project is independent foundation, and the foundation bearing stratum is moderately weathered mudstone or sandstone rock stratum. The foundation bearing stratum is moderately weathered sandstone. Process flow: surveying, positioning and setting out → masonry and maintenance of positioning bricks → foundation trench excavation → local foundation pit support (backfill layer -
Latest independent foundation construction scheme The foundation of the project is natural foundation, reinforced concrete independent foundation, and the main building structure is full cast-in-place reinforced concrete frame structure. Construction technology of foundation. Independent foundation excavation - foundation pit trimming - bottom slab cushion → brick mold membrane construction → bottom slab 1.2 mm thick+1.2 mm thick EPDM rubber waterproof coiled material (brushing base treatment agent) → waterproof protective layer construction cushion cap and waterproof board construction → -
Construction scheme of an independent foundation in Qingdao The main function or purpose of the project is to build a new technical building with 11 floors in total, including the first underground floor and three floors above the podium. The underground floor is mainly used to store the garage, and the 11 floors above the ground are offices, report halls, etc., which are used by the factory staff for office work. -
Model of special construction scheme for a tower crane foundation This data is a model of special construction scheme for a tower crane foundation, which is detailed and can be used for reference. -
Special construction scheme for sculpture foundation. Details The main content of this project is the construction of sculpture foundation in Shuiboyuan Project, including foundation earthwork excavation, cushion construction, foundation masonry construction, formwork construction, steel bar fabrication and installation, concrete pouring, earthwork backfilling, etc. -
Special construction scheme for foundation earthwork excavation Huanda Oriental International Building 7 is located in Qinggang Street, Bishan District. The building is a 33 storey residential building with a building height of 99.0m. Building 7 # has 33 floors above the ground and 0 floors below the ground, with a building area of 24565.61 square meters., The seismic fortification intensity is 6 degrees, the structural form is frame supported shear wall, the structural safety level is Level II, and the annual design salary is 50 years. -
Construction scheme of independent foundation anti floating anchor rod In order to ensure that the structure of the pure basement of the underground garage meets the anti floating requirements, anti floating anchor bolts are set in the independent foundation under the column. Six SMG1 6 anti floating anchor bolts, 290 anti floating anchor bolts of the project, and the top elevation of the anti floating anchor bolt in the independent foundation under the column is -6.4m (absolute elevation 25.7m). The anchor rod extends into the bottom plate thickness plus horizontal bending for 15d, and the total anchorage length is 13 -
Special construction scheme for tower crane foundation safety There are 6 buildings in the second section, and the basement shares 2 floors. The total building area is 149392.34 ㎡, including 52000 ㎡ underground and 97392.34 ㎡ aboveground; Floor area: 26000 ㎡ (bid section II); Main structure: shear wall; Building # 1 has 33 floors above the ground, with a height of 100.5m; Building # 2 has 33 floors above the ground, with a height of 100.5m, -
Special construction scheme for a formwork The total construction area is about 44370 square meters -
Special construction scheme for lattice column tower crane foundation According to the special construction scheme for lattice column tower crane foundation, the combined tower crane foundation is proposed to be used in this project, namely: bored pile+steel lattice column+steel platform. It is composed of four lattice steel columns, with a height of 9.5m, the lattice steel column size of 480 * 480, ∠ 140 * 140 * 12, batten plate of 440 * 200 * 12, and the steel column embedded in the mixing pile 3 -
[Guizhou] Construction Scheme for Independent Foundation of Commercial and Residential Buildings Bedrock: medium thick bedded argillaceous dolomite of the Permian Songzikan Formation (T2s): it is mainly moderately weathered argillaceous dolomite rock mass according to the visual identification of on-site drilling and coring. -
Special construction scheme for rubble replacement of silt foundation The project site of this project is located in xxx. The project site is about 80 meters away from the Shizimen Waterway in the east, about 100 meters away from the Yinxin Garden Residential Community in the west, adjacent to Guxi, Hong Kong and Macao Avenue in the south, and about 300 meters away from Hengqin Port and Lianhua Bridge. The backfill area of the site is about 48934.59 square meters. The project mainly adopts rotary excavation piles, supplemented by punched cast-in-place piles. Original Phase I Construction 63 -
Special construction scheme for boiler foundation of an oil power plant This project is the oil to coal transformation project of Zhanjiang * * * * Power Plant, mainly including the transformation and new construction of 1 # and 2 # boiler foundations and denitration foundations. The foundation of the project adopts cast-in-place reinforced concrete cushion cap, foundation concrete strength, etc. C35, and the foundation base adopts pipe piles for foundation treatment. The joint surface between the new foundation and the original cushion cap is strongly connected by planting reinforcement and new and old foundation reinforcement, etc -
Special construction scheme for tower crane foundation of Blue Light Peninsula Data overview: 1 # and 2 # buildings are super high-rise residential buildings, with building floors of - 2+44 and - 2+46 respectively, building heights of 129.25M and 135.00M respectively, and aboveground building areas of 15984.84m2 and 17401.66m2 respectively. 3 # and 6-8 # buildings are high-rise residential buildings with 34 floors respectively -
Special construction scheme for construction elevator foundation This document is a special construction plan for the foundation of the construction elevator. The contents are complete and can be downloaded -
Special construction scheme for industrial plant foundation The special scheme for foundation works of industrial plant is comprehensive and meets the requirements of drawing design and acceptance specifications. -
Special construction scheme for mass concrete of foundation The building area of the first to second floors underground of the project is 23902.17m2; The building area of the first three floors above the ground is 34952.28m2; The building area of the four to ten floors above the hotel office is about 16821.27m2; The building area of four to thirty floors above the ground is 72757.67 m2; The ground floor area is about 124531.22m2; General building -
Construction Scheme of Independent Cup Mouth Foundation and Independent Foundation The independent cup mouth foundation and independent foundation construction scheme are rich and detailed, and can be downloaded for reference and study by netizens. -
Special construction scheme for tower crane foundation (word format) The construction site of Chongqing Tongnan Keyu Hotel is located in Tongnan County Industrial Park, Chongqing. It is adjacent to the land of Chongqing Yongjian Food Co., Ltd. in the north, the office building of the service center of the industrial park in the south, the main urban road Jintong Avenue in the west, and the standard plant of the park phase II in the east. The land is regular polygon, with a total area of 4261.8 m2, about 6.4 mu. Total building surface -
Special construction scheme for boiler foundation of oil power plant This project is the oil to coal transformation project of Zhanjiang * * * * Power Plant, mainly including the transformation and new construction of 1 # and 2 # boiler foundations and denitration foundations. The foundation of the project adopts cast-in-place reinforced concrete cushion cap, foundation concrete strength, etc. C35, and the foundation base adopts pipe piles for foundation treatment. The joint surface between the new foundation and the original cushion cap is strongly connected by planting reinforcement and new and old foundation reinforcement, etc -
Special construction scheme for tower crane foundation Modern City The lifting height of the tower crane used in this project needs to be more than 75 meters to meet the construction requirements. According to the Operation Manual of QTZ63 Tower Crane, the total height of 75 meters, 27 standard sections, 2 sets of attachment devices for 1 # tower crane, and 3 sets of attachment devices for 2 # and 3 # tower cranes are selected. See the attached diagram of tower crane wall attachment for details. -
Special construction scheme for mass raft foundation Reinforcement processing, temperature and temperature stress of mass concrete, and measures to prevent cracks in mass concrete -
Frame formwork construction scheme of independent foundation works Project overview, construction arrangement, main construction methods and measures -
Special construction scheme for foundation reinforcement of housing construction project The special construction scheme for foundation reinforcement and structural beam reinforcement of housing construction project involves foundation reinforcement and structural beam reinforcement for reference. -
Special construction scheme and measures for pile foundation Process method overview Process principle Process method characteristics mainly refer to standard construction methods -
Special construction scheme for construction elevator foundation (template). do Special construction scheme for construction elevator foundation (template). do Special construction scheme for construction elevator foundation (template). do Special construction scheme for construction elevator foundation (template). do -
Special construction scheme for safety of bridge drilling foundation The total length of Huoshan Section of Provincial Highway 318 is about 104 kilometers, and the route crosses 7 towns in Huoshan County. It is one of the three national and provincial trunk highways (G105, S318, S209), the main artery of transportation in Huoshan County, and the most important channel for nearly 300000 people from 13 towns along the line to enter and exit the mountain area; At the same time, Provincial Highway 318 is also an important link between Anhui and Hubei
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one Construction scheme of independent foundation beam -
two Construction scheme of independent foundation cushion cap -
three Construction scheme of independent strip foundation -
four Construction scheme of independent foundation ground beam -
five Construction scheme of independent foundation in rainy season -
six Winter construction scheme of independent foundation -
seven Construction Scheme for Reinforcement of Independent Foundation -
eight Construction Scheme for Independent Foundation of Bridge