Single-row pegma non idoneam ad haec condiciones:
(I) Wall crassitudo est minus quam vel aequalis ad 180mm;
(II) aedificationem altitudinis excedit 24m;
(III) lumine moenia ut cavae laterem muros et aerated obstructionum muros
(IV) Bricks muri cum structura cæmento viribus gradu minus quam vel aequalis M1.0.
(I) ante constructione et coupler-type ferro pipe pegma, in afferentem facultatem de pegmas structural components et fundamenta rectis erit disposito et ratione per praescripta huius codice.
(II) ante constructionem et coupler-typus ferro pipe pegma, constructione organization consilio paratus a praescripta huius codice.
(III) Praeterea, ad obtemperare cum praescripta huius codice, in consilio et constructione de coupler-typus ferro pipe pegma et parere cum praescripta hodiernam National Amet Signa.
Fabrica erection processus:
I. Cum erectis pegmata, basi vel fundamenta debet addidit et fundamentum esse tractata. Verticalis vectes huius project sunt directe in fundamento fundo laminam vel senex solo in fundo fundamentum foveam, et lignea auxilio additur. PAD posuit super senem solo superficiem in fundo fundamentum foveam esse firmum et non suspenditur. Cumque ponentes basi linea et principem debet esse et poni et certum secundum certa spacing.
2. The order of erecting the steel pipe scaffolding is: place the sweeping rod (a large horizontal rod close to the ground, with a height of 20cm) → erect the vertical poles one by one, and then fasten them sweeping rods → install the small sweeping horizontal rods and fasten them with the vertical poles or sweeping rods → install the first large horizontal rod (fasten them with each vertical rod) → install the first small Horizontalis Rod → Install secundum magnum horizontalem virgam → addere tempus diametrum racis (superioris virgas et in Tertia et quarta install → pendens tabulam.
III. Vectesque aequidistant et rectitudo et longitudinalis spacing non excedant 1.8m. Tellus spacing verticali polos 1.0m distantiam inter verticalem et murum 40cm. The vertical spacing of the small horizontal bars (ie the step distance of the scaffolding) is 1.8m, the step distance of the bottom layer shall not be greater than 2m, and the length of the small horizontal bars extending from the inner and outer vertical poles shall not be less than 30cm and 15cm respectively. A scissor Brace debet poni singulis 9m in extra pegas, et angulus cum terra debet esse regendum inter XLV ° et LX ° et set continue a summo usque deorsum.
Post tempus: 02-2024 Dec