Scaffolding budget strategy: internal and external double-row calculation rules

First, internal and external wall scaffolding calculation rules
(I) When calculating the internal and external wall scaffolding, the area occupied by door and window openings, empty circle openings, etc. shall not be deducted.
(II) When the height of the same building is different, it should be calculated separately according to different heights.
(III) The scope of the contracted project of the general contractor does not include the exterior wall decoration project or the exterior wall decoration project that cannot be constructed using the main construction scaffolding. The main external scaffolding or decorative external scaffolding project can be applied separately.

Second, external scaffolding calculation rules
(I) The height of the building’s external wall scaffolding is calculated from the designed outdoor floor to the eaves (or parapet top); the project volume is calculated in square meters according to the length of the outer edge of the exterior wall (wall buttresses with a protruding wall width greater than 240mm are included in the exterior wall length) multiplied by the height.
(ii) For masonry heights below 15m, the calculation shall be based on single-row scaffolding; for heights above 15m or less than 15m, but the exterior wall doors, windows and decoration area exceeds 60% of the exterior wall surface area (or the exterior wall is a cast-in-place concrete wall or a lightweight block wall), the calculation shall be based on double-row scaffolding; for building heights exceeding 30m, the calculation may be based on double-row scaffolding of a steel cantilever platform according to the project conditions.
(iii) For independent columns (cast-in-place concrete frame columns), the calculation shall be based on the outer perimeter of the column structure shown in the diagram plus 3.6m, multiplied by the designed column height in square meters, and the single-row external scaffolding project shall be applied. For cast-in-place concrete beams and walls, the calculation shall be based on the height between the designed outdoor floor or the upper surface of the floor slab and the bottom of the floor slab, multiplied by the net length of the beam and wall in square meters, and the double-row external scaffolding project shall be applied.
(iv) For steel pipe frames with steel cantilever platforms, the calculation shall be based on the length of the outer edge of the exterior wall multiplied by the designed height in square meters. The quota for the width of the platform cantilever has been comprehensively determined. When used, it is applied according to the setting height of the quota items.

Third, the calculation rules for internal scaffolding
(I) For the internal wall scaffolding of a building, when the height from the designed indoor floor to the lower surface of the top plate (or 1/2 of the gable height) is less than 3.6m (non-lightweight block wall), it is calculated as a single row of internal scaffolding; when the height exceeds 3.6m and is less than 6m, it is calculated as a double row of internal scaffolding.
(II) The internal scaffolding is calculated according to the vertical projection area of ​​the wall surface, and the internal scaffolding items are applied. Various lightweight block walls that cannot leave scaffolding holes on the internal walls are subject to the double row of internal scaffolding items.


Post time: Nov-27-2024


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