Construction Scheme of High Formwork for Frame shear Structure Residential Building Project

Uploaded on: 2018-04-03 17:20:05 come from: Construction documents / Building construction scheme / Construction scheme of main structure

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The project is composed of buildings 1 #, 2 #, 3 #, 4 #, 10 #, 12 # (18 floors), 6 #, 8 # (14 floors), 5 #, 7 #, 9 #, 11 # (28 floors), kindergarten (3 floors), community service center (3 floors) and the basement on the first floor. The total building area is 107041.84 ㎡, and the total aboveground building area is 81595.63 ㎡, including 78710.69 ㎡ of aboveground building area, 2884.9 ㎡ of overhead area, and 25446.21 ㎡ of underground building area; Building area: 6080.57 ㎡, with a total height of 3.15~79.75 m.

Construction Scheme for High Formwork of Frame shear Structure Residential Building - Figure 1

High formwork erection scheme of frame shear wall structure residential building project - Figure 2

Construction Scheme for High Formwork of Frame shear Structure Residential Building - Figure 3

Construction Scheme for High Formwork of Frame shear Structure Residential Building - Figure 4

Construction Scheme for High Formwork of Frame shear Structure Residential Building - Figure 5

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Topic: Construction Scheme of High rise Frame shear Residential Building Construction Scheme for Formwork Works of Residential Buildings Construction scheme of high-rise formwork of frame shear wall structure
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Construction Scheme for Formwork Works of Frame shear Structure Residential Building Project
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Construction scheme of frame shear wall structure residential building project in rainy season
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Topic: Construction scheme of residential building project Construction scheme of frame shear wall structure project Construction scheme of structural works in rainy season
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Erect the installation frame, install the four side formworks in place, check the diagonal, verticality and position, connect and reinforce, check and correct the safety, and fix the group. When installing diagonal bracing of column formwork, two rows of tie rods (Ф 48 × 3.5 steel pipes) are set on each side of the column formwork, which are fixed on the rebars embedded in the floor slab in advance. The maximum distance between the embedded rebars and the column is 2.5m. The main reinforcement shall be calibrated before formwork erection to ensure that it is not twisted. Through columns, first install columns at both ends, correct and fix them, and pull through lines to correct the middle columns. Before the installation of formwork, a 20mm high cement mortar platform shall be built around the column to ensure the smooth contact between the formwork and the ground. The connecting holes of the formwork can be aligned only when the formwork is assembled. The lower opening of the formwork and the joint of the formwork shall be sealed with sponge sealing strips to ensure that the formwork does not leak grout. Brush non oily release agent before installation. The beam column joint is the place most prone to quality problems such as grout leakage and formwork shifting. Therefore, the shaped formwork at the joint must be processed and reliable reinforcement measures must be taken before construction. Wood plywood can be used to process the shaped formwork, and the outer square timber can be used as the rib to ensure the construction quality of concrete.

Topic: Special construction scheme for formwork of residential building Formwork for special construction scheme of structural works Special construction scheme for frame shear wall structure formwork
Civilized construction scheme of high-rise frame shear wall structure residential building project
This project is Yuhai Shangcheng Commercial and Residential Building, located at No. 15, Jinjiang Road, Southwest Street, XXXX, developed by XX Co., Ltd., designed by XX Co., Ltd., supervised by XX Co., Ltd., and constructed by XX Co., Ltd. The total building area is about 51824m2, including 35876m2 above ground and 16090m2 underground. It is a frame shear wall structure, with two floors underground and 11 floors and 15 floors above the ground. Manual hole digging pile foundation is adopted. The project quality objective is qualified. There are shops on the first floor of the building. The planned commencement date is November 17, 2010, and the completion date is January 17, 2012. The total construction period is 14 months.

Topic: Construction Scheme of High rise Frame shear Residential Building Construction organization design of high-rise frame shear wall structure residential building Safe and Civilized Construction Scheme of Residential Building
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Topic: Construction Scheme for Formwork Works of Residential Buildings Construction scheme of frame shear wall structure formwork works Construction Scheme of High rise Frame shear Residential Building
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Topic: Cantilever unloading platform construction scheme Unloading platform construction plan ppt Construction Scheme of High rise Frame shear Residential Building
[Zhejiang] Construction Scheme for Subdivisional Works of Frame shear Structure Residential Building
This data is a summary of the construction schemes of subdivisional works in residential quarters, including earthworks; Installation and removal of tower crane; Foundation pit support; Mass concrete scheme; Basement construction scheme; Winter construction scheme; Waterproof construction scheme; Scaffold construction scheme; Template scheme; Multiple sub divisional schemes, such as tower group operation construction scheme, are relatively comprehensive More than ten scheme documents were prepared in 2010

Topic: Construction scheme of residential building project Construction Scheme of High rise Frame shear Residential Building Construction scheme of frame shear wall structure project
Special construction scheme for tower crane of frame shear residential building project
The Garden Lot I of this project includes residential buildings 1 #, 2 # and underground garage. The total construction area of the residential building is about 25000 ㎡, and the garage construction area is subject to the later development design of the construction unit. 1 # residential building has two floors underground and thirty-two floors above the ground, with a height of 102.5m from the foundation to the highest point of the roof. 2 # residential building has two floors underground and eighteen floors above the ground; The underground garage is on the first floor underground, and the residence is designed as a non structural podium. The residential building adopts pile foundation plus bearing platform beam 1650 high, and the raft foundation is 250mm thick; Underground garage: independent foundation, 250 thick structural water blocking plates are arranged between the foundations, and the garage is set with settlement and temperature post pouring belt around the residential building. The residential building is of shear wall structure and garage frame structure. The whole project adopts outsourced waterproofing.

Topic: Special construction scheme for tower crane Special construction scheme for frame shear formwork Special construction scheme for tower crane safety elevator
Special construction scheme for roof of frame shear residential building project
The roofs of B8, B15 #, B16 # buildings and basement works in Area C1 of Seoul Garden · Sweet City Phase I are divided into two types. Some roofs of residential buildings and commercial buildings adopt non accessible cement mortar roofs; The roof of underground garage is planted earth roof. The total area of non accessible cement mortar roof is about 2500m2, and the total area of planted earth roof is about 8000m2.

Topic: Special construction scheme for frame shear formwork Special roof construction scheme Special construction scheme for roof tile
[Chongqing] Residential Building Project High formwork Project construction scheme
This project is. The construction area of the project is 127199.73m2, including 97309.73m2 of aboveground construction area and 29890m2 of underground construction area, including the shear wall structure of two floors underground and 25-26 floors above ground, as well as commercial building and underground garage works.

Topic: Construction scheme of residential building project Construction scheme of high formwork works Special construction scheme for residential high formwork
[Guangxi] Formwork construction scheme for residential building with frame shear structure (wheel buckle type)
The project is the basement, 23 #~33 #, 35 # and 36 # building commercial residential communities of the third bid section of the third phase of Huayuan, located in Zhongzhongchong, adjacent to the Procuratorate and Huilonggang Linyuyuan Community in the north, Hongling Road in the west, Xinxing Third Road Extension in the south, and a road about 8m wide in the east from the residential area at the foot of Wugongshan Mountain. The residential area is constructed by stages. The proposed Phase III project is located in the north of the site. The area has convenient transportation, beautiful scenery and complete living facilities. The total floor area of the third phase project is about 11140.5m2, and the total building area is about 189332.54m2 (excluding kindergarten). The first basement is a garage, the basement (the second basement) has a building area of about 42518.39m2 (including about 5898m2 for civil air defense), and the aboveground building area of 23 # - 33 #, 35 #, and 36 # buildings is about 146814.15m2. The 24 # (second floor) and 26 # (second floor) buildings are street shops; 23 # (25 floors), 25 # (25 floors), 27 # (25 floors), 28 #~33 # buildings (30 floors) are high-rise residential buildings; 35 # (the first floor) is the power distribution room, and 36 # (the second floor) is the supporting room for the swimming pool. The safety level of building structure in this project is Level II, and the design level of foundation is Level II. The seismic fortification intensity is 6 degrees, and the design earthquake group is the first group. Seismic fortification of buildings is Class C. The design service life is 50 years. It is a reinforced concrete frame shear wall structure.

Topic: Formwork construction scheme of residential building Construction Scheme of High rise Frame shear Residential Building Frame shear formwork construction scheme
Construction Scheme of Concrete Works for High rise Frame shear Wall Structure Residential Building
1 Building area Total building area 6027.86 ㎡ Underground area 521.4 ㎡ Overground area 5506.46 ㎡ Standard floor area 544.32 ㎡ Two floors Underground 1 overground 10 3 floors 3.05 m below the ground The first floor 2.80 m above the ground Standard floor 2.80 m Top floor 2.90 m Structural form Foundation type Raft foundation structure type Cast in situ shear wall structure Underground waterproof structure Self waterproof impermeability grade P8 Material waterproof Water SBS 3+3mm thick structural waterproof and water stop steel plate 6 Structural section size Bottom plate thickness 550mm Outer wall thickness 300mm, 250mm, 200mm Inner wall thickness 200mm, 100mm Floor slab thickness 160mm, 150mm, 130mm, 120mm, 100mm 7 Stair structure form Cast in situ concrete slab staircase 8 Construction joints set underground: The construction joints of outer wall are set 300mm above the wall root. Above ground part: the construction joint at the root of the wall is set on the top of the floor, and the top construction joint is set 10 mm above the bottom of the roof. 9 Post cast strip 15-16/A-J axis

Topic: Construction Scheme for Concrete Works of Residential Building Construction Scheme of High rise Frame shear Residential Building Construction scheme of high-rise frame shear wall project
Special construction scheme for safety of tall formwork of frame shear wall structure residential building project
Lidu 2 and 3 buildings are located. Now the earthwork outside the A-axis retaining wall on the west side of 2 and 3 buildings has been backfilled. The gate is set between the building and the old building on the west side, with a spacing of 14 meters; The base course of the temporary road has been filled and compacted, and a layer of 50 thick crushed stone has been laid. After the concrete pouring of the second roof is completed, the temporary road uses 150 thick C25 commercial concrete as the surface course, with a width of 4 meters, to ensure the road requirements when the concrete pouring of the transfer layer. The road side is equipped with high-pressure washing equipment, and the sewage flows into the municipal rainwater pipe after sedimentation in the sedimentation tank; The east side is the basement of the community, and the south side is Building 3, which has not been constructed yet. There are temporary steel pipe fences hanging dense mesh safety nets around.

Topic: Special safety construction scheme for tall formwork Special construction scheme for formwork of residential building Construction Scheme of Tall Formwork for Residential Buildings
Construction Scheme of Reinforcement Works in Residential Area with Frame shear Structure
1、 Project name: Office Zengjiapo No. 2, No. 4 Joint Group and No. 3 Block "Building" II. Construction scale:, project construction area is about 260762.41 square meters, and the ground part is 26 floors of Block A, No. 1 Building 18 floors of Block B, 18 floors of Block A of Building 2, 18 floors of Block B of Building 2, 3 floors of Building 3, 18 floors of Block A of Building 4, 18 floors of Block B of Building 4, 18 floors of Block A of Building 5, 18 floors of Block B of Building 5, 3 floors of Commercial Building of Building 5, 22 floors of Building 6, 18 floors of Building 7, 22 floors of Building 8, 11 floors of Block A of Building 9, 11 floors of Block B of Building 9, 11 floors of Block C of Building 9, 11 floors of Block A of Building 10, 11 floors of Block B of Building 11, 11 floors of Block A of Building 11, 11 floors of Block B of Building 11 The structure type is frame shear wall structure. The design service life of the project is 50 years, and the seismic fortification intensity is 7 degrees. 3、 Structure type: frame shear wall structure. 4、 Construction site:. 5、 Quality standard: the qualification standard specified in the national code for construction quality acceptance of construction projects. 6、 Construction period: the total construction period is 660 calendar days. 7、 Construction unit:; Supervision unit:; Design unit:; Construction unit:. 8、 Construction site conditions and surrounding environment: road, water, electricity and site leveling have been completed;. 9、 Main rebar specification, type, component type, rebar grade Diameter Basement raft foundation 12, 14 16, 20, 25 Sump 16, 25 Piers 14, 18, 20 Wall 6.5, 8 6, 10, 12, 16, 18, 20 Columns 8, 10 10, 12, 14, 15, 18, 20, 22, 25, 28 Beams 6, 8, 10, 12, 14, 16, 18, 20, 22, 25 Connecting beams 6, 8, 10, 12, 14, 16, 18, 20, 22, 25 Slab 6, 8, 10, 12 Main wall 6, 8, 10, 12 Columns 8 8, 10, 12, 14, 16, 18, 20, 22, 25, 28 concealed columns, end columns 10, 12, 14 beams 6, 10 8, 10, 12, 14, 16, 18, 20, 22, 25 coupling beams 6 8, 10, 12, 14, 16, 18, 20, 22, 25 slabs 6, 8, 10, 12. The minimum thickness of reinforced concrete cover 1. The environmental category of indoor parts below the ground and concrete structures above the ground is Class I; The environmental category of the concrete structure below the ground at the side contacting the water and soil is Class 2a, and the minimum thickness of the concrete protective layer of the outermost reinforcement shall meet the requirements of the following table, except as noted in the figure: environmental category: slab, wall, shell beam, column, pole foundation note: 15mm 20mm 50mm 1. When the concrete strength is not greater than C25, the value in the table shall be increased by 5mm. 2. The thickness of concrete cover shall not be less than the diameter of longitudinal reinforcement. II a 20mm 25mm II b 25mm 35mm 2. The thickness of concrete cover for embedded pipes in beams and slabs shall not be less than 30mm. 3. Plain concrete cushion blocks not lower than the strength grade of corresponding concrete components can be used in each component to control the thickness of main reinforcement protective layer.

Topic: Construction Scheme for Reinforcement Works of Residential Building Construction scheme for reinforcement works of frame shear wall structure Construction scheme of foundation structure reinforcement works
Earthwork construction scheme of frame shear wall structure residential building
The exploration area is located in the Quaternary hydrogeological unit area. The annual variation range of groundwater is about 1.0m. The recent water level is about 3.0m below the natural floor. The main sources of groundwater supply are atmospheric precipitation, canal water supplement and slow runoff. The main discharge modes are atmospheric evaporation and industrial and agricultural water. The groundwater in the exploration area belongs to Quaternary pore phreatic water. During the survey, the underground static water level was measured at 2.70~3.00m, and the corresponding elevation was -3.30m.

Topic: Construction Scheme for Earthwork of Residential Building Earthwork Construction Contract Earthwork Construction Agreement
Special construction scheme for temporary power supply of frame shear wall structure residential building project
The Wenqu Lake Jingyuan Residential Community Project in Lanzhou New Area is located in the north of Xicha Town, Gaolan County, Lanzhou City. The construction unit is Lanzhou New Area Vocational Education Park Construction Investment Development Co., Ltd. The project site is located in the north of Wenqu Road, the south of Chuangzhi West Road, the east of Guihua Road, and the west of Wenqu West Road in Lanzhou New Area. The total floor area of the 12 # Building Project of Wenqu Lake Jingyuan Residential Community in Lanzhou New Area is 31976.16 square meters. There are 2 floors underground and 34 floors above the ground.

Topic: Construction scheme for temporary power supply of residential buildings Special construction scheme for temporary power supply of the project Special construction scheme for temporary power supply of tunnel works
Construction Scheme of Reinforcement Works for High rise Frame shear Structure Residential Building
Jinsheng Swiss Garden Phase IV Area A Project; It belongs to frame shear wall structure; The height of the building is divided into seven storeys, nine storeys and eighteen storeys for small high-rise buildings; Standard floor height: 2.90m; Total building area: 63076.26 ㎡

Topic: Construction Scheme for Reinforcement Works of Residential Building Construction scheme for reinforcement works of frame shear wall structure Construction Scheme of High rise Frame shear Residential Building
Construction Scheme for Scaffold and Unloading Platform of Frame shear Structure Residential Building Project
The terrain of the site is generally high in the north and low in the south, and the landform is shallow hills. The formation lithology is mainly composed of Quaternary brand-new artificial fill layer, Jurassic Shaximiao Formation (J2s), and moderately weathered sandy mudstone is used as the bearing stratum. The groundwater type of the site is mainly perched water and bedrock fissure water. There is no unified groundwater level, the water volume is small, easy to drain, and there is no stable water level. There is no fracture passing through the site and its vicinity, and the rock stratum is gentle, belonging to a relatively stable tectonic block.

Topic: Construction Scheme for Scaffold of Residential Building Construction scheme of scaffold and unloading platform Construction scheme of scaffold unloading platform
Construction Scheme for Masonry Works of Residential Building with Frame shear Structure
The project is located at the junction of Wanjiahu Road and Dongjinghe Road in Lot 19R2 of Wuhan Economic Development Zone. The site is approximately L-shaped, 225~408m long from east to west, 350m long from north to south. The building area is 89529 ㎡, and the total building area is about 230122.25 ㎡. The buildings on the ground are composed of 20 residential buildings with 18-33 floors and a movable building. The basement is mainly composed of 1 # and 2 # large basements. The building area of 1 # large basement is 20869 m2, and there are 7 residential buildings with 18 #, 19 #, 20 #, 21 #, 26 #, 27 # and 31 # in the area; The building area of 2 # large basement is 25259 ㎡, and there are 9 residential buildings 28 #, 29 #, 30 #, 32 #, 33 #, 34 #, 35 #, 36 # and 37 # in the area. The elevation of building number ± 0.000 in the site is 21.600-23.600m, and the design elevation of basement slab is -3.0m ～ -4.2m.

Topic: Construction Scheme of Residential Building Masonry Works Construction scheme of secondary structure masonry works Key points of masonry construction
Construction Scheme for Unloading Platform Works of Frame shear Structure Residential Building Project
This project is Lot II of Lot C1 of the community reconstruction project, which is located at the branch road of the community and is composed of. The structure of the project is frame shear wall structure, with a total construction area of about 90000 m2. Among them, 8 #, 9 # and 10 # buildings are equipped with a basement and an underground garage, with a floor area of about 3524 m2; Building 11 # is equipped with a two-story basement and an underground garage, with a floor area of about 8500 ㎡; Building 8 # has 15 floors above the ground (the first floor underground) and 13 floors locally, with a building area of 6441 ㎡ and a building height of 43.45M. Building 9 # has 18 floors above the ground, with a building area of 8180 ㎡ and a building height of 51.85 m. Building 10 # has 26+1 floors above the ground, with a building area of 18433 ㎡ and a building height of 77.35m; Building # 11 is a 21 storey commercial office building with a floor area of about 53000 ㎡; All skirt attached buildings are two-story shops with seismic fortification intensity of 7 degrees. The level of civil air defense resistance in the basement is 6. The safety level of building structure is Level II.

Topic: Method Statement for Unloading Platform Works Unloading platform construction plan ppt Construction scheme of residential building project
Construction Scheme for Reinforcement Works of Frame shear Structure Residential Building Project
The reinforcement used in this project should preferably be the product of one manufacturer. If two or more manufacturers are used, the reinforcement from different manufacturers should be stacked separately and labeled. 2. Raw material storage The steel bar storage yard must be hardened and provided with good drainage measures. The steel bar must be provided with pillow pads under it. It is not allowed to stack directly on the ground, let alone on the mud ground. The height of steel bar stacking shall not exceed 2m. Make identification and indicate the specification and place of origin.

Topic: Construction Scheme for Reinforcement Works of Residential Building Construction scheme for reinforcement works of frame shear wall structure Construction scheme of foundation structure reinforcement works
Construction Scheme for Basement Project of Frame Shear Wall Structure Residential Building Project
The building area of Tianxia Building 3 and 4 is about 43852M2, ± 0.000 is 20.800m relative to the absolute elevation, the buried depth of the basement is 5.500m, the seismic fortification intensity of the building is 6 degrees, the design basic seismic velocity is 0.05g, and the seismic grade of the basement is IV. The project is a frame shear wall structure, with 22/25 floors above the ground, 50 years of durability, Class I fire resistance rating, Class I civil air defense basement waterproof rating, Class II building site classification, and medium soft site soil.

Topic: Construction Scheme for Basement of Residential Building Construction Scheme of Basement Structure Works Construction scheme of a residential building project
Construction Scheme of Hard Protective Shed with Outer Eaves for Frame shear Structure Residential Building Project
According to the requirements of the construction unit, the construction period of this project is relatively tight, so the secondary structure, external wall insulation and sample floor decoration construction shall be carried out in advance for buildings 5 #, 6 # and 7 # of this project, and the superstructure construction shall continue when the secondary structure, external wall insulation and sample floor decoration construction are carried out at the lower part. In order to avoid the safety hazards caused by the vertical cross operation between the eaves decoration construction and the superstructure construction, According to the requirements of the safety construction specification, a hard protective shed must be erected on the upper floor to divide the space for up and down operations and block the debris falling from the upper construction to prevent injury to the lower construction personnel.

Topic: Construction scheme of steel structure protective shed Construction Scheme of High rise Frame shear Residential Building Construction scheme of external wall protective shed