Calculation praecepta ad scaffolding

Exterusscaffolding
I altitudo aedificii exterior murum pegmata est ratio a disposito velit pavimento ad Cornice (vel summo parapt); Ingens volumen calculata quadratis metris secundum longitudinem exterioris muro exterioris ora multiplicata altitudine.
II. Minus quam 15m structura, calculari ut unum ordine pegma; if the height is more than 15m or the height is less than 15m, the door, window and decorative area of ​​the exterior wall exceeds more than 60% of the surface area of ​​the exterior wall (or the exterior wall is a cast-in-place concrete wall, light When the building height exceeds 30m, it can be calculated as double-row scaffolding on a profiled steel platform according to the project conditions.
3. For independent columns (cast-in-situ concrete frame columns), add 3.6m to the outer circumference of the structure as shown in the column diagram, multiply by the design column height to calculate in square meters, and apply the single-row exterior scaffolding project. Cast-in-place concrete beams and walls are calculated based on the designed height between the upper surface of the outdoor floor or floor and the bottom of the floor multiplied by the net length of the beam and wall in square meters, and the double-row exterior scaffolding project is applied.
IV. Et ferro pipe frame de profiled ferro platform est ratione quadrato metris secundum longitudinem exterioris ora exterioris multiplicata per consilium altitudinis. Platform Poledhang width quota est comprehenditur determinata, et cum solebat, quod applicari seorsim secundum ad occasum altitudinis de quota items.

Scaffolding
I. Pegaff in muro interiori aedificii, si altitudo disposito altitudo de umbraticis area ad inferiorem superficiem tecto (seu 1/2 de glable altitudo) minus quam 3.6m (non-leve scandalum murum), ut calculari ut una ordine clauditur, quam 3,6m in calculari ut unum row of scafflolding; Altitudo si excedat 3.6m minor 6m, erit computari ut duplex ordinis pegma.
II. Quod interior pegma est ratione fundatur secundum verticem proiectura area murum, et interior pegma project applicantur. Variis Lightweight angustos moenia non relinquere scaffolding foramina in interioribus moenibus apta duplex ordinis pegmas projects.