(I) in altitudine pegmas in exterioris murum aedificii est ratione ex consilio de velit pavimento ad cornicos (vel summo parapt); Quantum opus erit secundum longitudinem exterioris ora exteriori (murum acervos cum prominentibus muro latitudine major 240mm, etc., ampliaretur secundum magnitudinem ad calculate in quadrato metris.
(II), si masonry altitudo minus quam 15m, erit computari sicut unum ordine de pegma; if the height is more than 15m or the height is less than 15m, but the exterior wall, doors, windows, and decorative areas exceed the surface area of the exterior wall by more than 60% (or the exterior wall is a cast-in-place concrete wall, When the building is more than 30m in height, it can be calculated according to the double-row scaffolding of the steel pick platform according to the engineering situation.
(3) The independent column (cast-in-place concrete frame column) shall be calculated by adding 3.6m to the outer perimeter of the structure as shown in the column, multiplied by the design column height and calculated in square meters, and the single-row outer scaffolding project shall be applied. For cast-in-place concrete beams and walls, the height between the top surface of the designed outdoor floor or floor and the bottom of the floor, multiplied by the net length of the beam and wall, is calculated in square meters, and the double-row outer scaffolding project is applied.
(IV) ad ferro fistulam frame in sectione ferro platform, id est calculata per quadratum metris secundum longitudinem exterioris ora exterioris multiplicata per consilium altitudinis. Et platform scriptor exterior overhang width quota est comprehenditur determinari, et applicatur secundum ad altitudinem de qua item cum usura est.
Post tempus: Sep, 28-2022