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Cad drawing of steel pipe floor scaffold

Uploaded on: 2023-10-27 09:19:35

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CAD drawing of steel pipe floor scaffold. Scaffold refers to various supports erected on the construction site for workers to operate and solve vertical and horizontal transportation. A general term in the construction field, which refers to the place on the construction site that is used for external wall, internal decoration or high floor height and cannot be directly constructed. It is mainly for the construction personnel to work up and down or peripheral safety net enclosure and high-altitude installation of components

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l、 Scaffold shall be erected with steel pipe with outer diameter of 48mm, wall thickness of 3.5mm, steel strength grade of Q235-A. The surface of steel pipe shall be straight and smooth without cracks, layering, indentation, marking and hard bending. Newly used steel pipe shall have factory certificate. 2. The erection of steel pipe scaffold in this project uses malleable casting fasteners, which should comply with the requirements of the Ministry of Construction's Standard for Steel Pipe Scaffold Fasteners (GB 15831-2006). The fasteners should be provided by the manufacturer with the fastener production license. There should be no forging defects such as cracks, air holes, shrinkage porosity, sand holes, etc. The specifications of the fasteners should match the steel pipes, the bonding surface should be flat, and the moving parts should be flexible, The minimum distance at the opening when clamping the steel pipe shall not be less than 5mm. The steel pipe bolt shall not be damaged when the tightening torque reaches 65N. m.

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1. Reinforcing mesh is adopted, and the reinforcing mesh is made of Φ 8 spot welding, with the specification of 800mm × 1000mm, and each piece weighs 8.4Kg; 2. It is not allowed to use the steel fence that has been seriously rusted. If round steel is missing or broken, it should be added. If the welding spot falls off, it should be repaired; 3. The scaffold board shall be checked before use to ensure that it is not bent, welded or broken. The scaffold board and steel pipe shall be bound with No. 18 iron wire for at least four times.

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The calculation of steel pipe scaffold shall refer to the Technical Code for Safety of Coupler type Steel Pipe Scaffold in Building Construction (JGJ130-2001). The calculated scaffold is a double row scaffold, with an erection height of 18.6 meters, and the vertical pole is a single vertical pipe. The erection dimensions are: the longitudinal distance of the pole is 1.2m, the transverse distance of the pole is 1.05m, and the step distance of the pole is 1.20m. The type of steel pipe used is Φ 48 × 3.5, and the wall connecting parts adopt two steps and two spans, with vertical spacing of 2.4m and horizontal spacing of 2.4m. The construction uniform load is 2kN/m2, and two layers are constructed at the same time, and four layers of scaffold boards are laid.

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The scaffold shall be erected in strict accordance with the Technical Code for Safety of Steel Tubular Scaffold with Couplers in Building Construction and the construction scheme. Scaffolds can only be used after passing the inspection and acceptance. Scaffolders shall be trained and assessed to be qualified and work with certificates. 2. It is strictly prohibited to use steel pipes with serious corrosion, bending deformation, holes and cracks to erect scaffolds.

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The content details the whole construction process of the floor type scaffold, and introduces the erection, removal and maintenance process of the scaffold in detail!

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The location where the construction scaffold needs to be erected is the location of the 01/1-1 axis/B-S axis sales center and the construction process of the structure below the second floor of the main building. Wall attached external frame construction is adopted below the second floor of the main building. The scaffold of the sales center shall be 12 meters high; The height of scaffold to be erected in the main building is 6m. Scaffold safety is calculated as 12m high.

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First of all, the leveling and compaction of the erection site shall be carried out, and the slope shall be 3-5 ‰ from the main body of the building to the periphery. After the backfilling soil is compacted, the wooden scaffold board with a thickness of 5cm and a width of more than 20cm shall be laid along the overall length of the building. Then, a steel base shall be placed on the wooden scaffold board, and a vertical pole shall be placed on the steel base. After that, the setting out and positioning shall be carried out according to the designed vertical pole spacing. The wooden scaffold board shall be laid stably and not be suspended.

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Topic: Construction scheme of floor scaffold Specification for floor scaffold Specification for wall connecting parts of floor scaffold
Construction design scheme of a floor scaffold project
3.3.2 Large cross bar: the step distance of the large cross bar is 1.7m, and the extension positions of the upper and lower cross bars are staggered. If they are not in the span of the same pole, and the distance from the adjacent pole is not greater than the span, the horizontal deviation of the same row of large cross bars is not greater than the total length of the scaffold, and is not greater than 50mm. The large cross bars of adjacent steps and frames shall be staggered on the inside or outside of the upright tube to reduce the eccentric stress of the upright tube. 3.3.3 Small cross bar: the small cross bar shall be arranged close to the large cross bar, set on the large cross bar and fastened with right angle fasteners. Between adjacent upright bars, 1-2 small cross bars can be added as required. Under no circumstances shall the small cross bar close to the upright be removed.

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Construction scheme of double row floor scaffold in a certain area
According to the characteristics of the project and the actual situation on site, and in accordance with the principle of "safety, economy and practicality", the types of external scaffolding proposed for the project are as follows: floor type double row external scaffolding is selected for the basement and the first floor, and cantilever external scaffolding is selected for the second floor and above (once every seven floors).

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Construction Scheme for Floor Scaffold of Commodity Project
The project is located to the east of Pushen Road, south of Jiangwei Road, north of Chenxing Road and west of Puquan Road. The total building area of the new Pujiang Town Lot 123-1 Commodity Project (small high-rise, multi-storey, underground garage) is 146934m2, including the aboveground building area and the underground building area of about m2. The multi-storey structure is 4 floors, the small high-rise structure is 11 floors (11+2), and the underground garage is 1 floor.

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