Ethio Construction Engineering
👉
Pre-Concreting Slab Checklist
1️⃣
Formwork (Shuttering)
📏
Check type, strength, stability, dimensions, quality, and level.
2️⃣
Reinforcement
🔩
🧰
Engineer must check grade, size, positions, laps, spacing, and cover.
3️⃣
Level
📐
🧭
Confirm slab thickness and surface level with instruments.
4️⃣
Worker Safety Gear
🦺
👷♂️
All PPE must be available for workers.
5️⃣
Materials
🏗️
🪨
💧
Cement, sand, aggregate, water, and other items must be on site per calculations.
6️⃣
Equipment & Machinery
🚜
🔧
Ensure mixers, vibrators, pumps, etc. are ready.
7️⃣
Workforce
👨🏭
👩🏭
Skilled + unskilled labor should be present before pour.
8️⃣
MEP Embeds
⚡
🚰
Check electrical conduits, water, and drainage pipes with drawings.
📊
Handy Formulas
⭐️
1) Concrete Volume
V = L × W × t
📏
Example:
L = 6 m, W = 4 m, t = 0.12 m
➡️
V = 6 × 4 × 0.12 = 2.88 m³
⭐️
2) Material Estimation (1 : a : b Mix)
Dry volume = Wet volume × 1.54
📦
Cement bags,
🏖
Sand,
🪨
Aggregate
Example (M20 ≈ 1:1.5:3, V = 2.88 m³):
Cement = 23 bags
🎒
Sand = 1.21 m³
🏖
Aggregate = 2.42 m³
🪨
⭐️
3) Number of Bars
n = floor((L_clear ÷ s)) + 1
📏
Example: L = 6 m, spacing = 150 mm
➡️
n = 40 bars
🔩
⭐️
4) Rebar Lap Length
Tension lap = 40 × φ
Compression lap = 30 × φ
Example: φ = 12 mm
➡️
Tension = 48 cm
📏
➡️
Compression = 36 cm
⭐️
5) Development Length
Ld = (φ × σ_s) ÷ (4 × τ_bd)
Example: φ = 12 mm, σ_s = 415 MPa, τ_bd = 1.6 MPa
➡️
Ld ≈ 78 cm
📏
⭐️
6) Slump Deviation (%)
% = ((measured - target) ÷ target) × 100%
Example: Target = 75 mm,
⏺
Measured = 85 mm
➡️
Deviation = 13.3%
📊
⭐️
7) Pour Duration
▶️
Time = V ÷ pump_rate
⏺
Example: V = 2.88 m³, Pump = 12 m³/hr
➡️
Time = 14.4 minutes
⏱
@etconp
Comments
Be the first to add a comment