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PRODUCT INTRODUCE
Truss
INTRODUCE Truss
What is Truss?
Structure that supports large external load and is easy to assemble on site
DRAWING
Truss mesh distribution comparison table versus reinforced concrete (for wall)
Division Reinforced concrete arrangement Truss mesh backing Remark
HD10 ↔ Φ4 HD10@300(V)(SINGLE), HD10@300(V)(SINGLE) wall thickness, 450mm Φ4@100(V)(DOUBLE), Φ4@100(H)(DOUBLE) wall thickness, 100mm Cover thickness on one side 15~20mm
HD10 ↔ Φ4 HD10@450(V), HD10@450(V) wall thickness, 450mm Φ4@80(V)(DOUBLE), Φ4@80(H)(DOUBLE) wall thickness, 150mm
HD10 ↔ Φ4 HD10@450(V), HD10@450(V) wall thickness, 450mm Φ4@80(V)(DOUBLE), Φ4@60(H)(DOUBLE) wall thickness, 200mm
HD10 ↔ Φ5 HD10@300(V)(SINGLE), HD10@300(V)(SINGLE) wall thickness, 450mm Φ4@150(V)(DOUBLE), Φ4@150(H)(DOUBLE) wall thickness, 100mm Cover thickness on one side 15~20mm
HD10 ↔ Φ5 HD10@450(V), HD10@450(V) wall thickness, 450mm Φ4@125(V)(DOUBLE), Φ4@125(H)(DOUBLE) wall thickness, 150mm
HD10 ↔ Φ5 HD10@450(V), HD10@350(V) wall thickness, 450mm Φ4@125(V)(DOUBLE), Φ4@100(H)(DOUBLE) wall thickness, 200mm
HD10 ↔ Φ6 HD10@300(V)(SINGLE), HD10@300(V)(SINGLE) wall thickness, 450mm Φ4@200(V)(DOUBLE), Φ4@200(H)(DOUBLE) wall thickness, 100mm Cover thickness 15~20mm on one side
HD10 ↔ Φ6 HD10@450(V), HD10@450(V) wall thickness, 450mm Φ4@150(V)(DOUBLE), Φ4@150(H)(DOUBLE) wall thickness, 150mm
HD10 ↔ Φ6 HD10@450(V), HD10@350(V) wall thickness, 450mm Φ4@150(V)(DOUBLE), Φ4@100(H)(DOUBLE) wall thickness, 200mm
Truss mesh structure performance evaluation (for retaining walls)
Suggestion of optimal section of truss mesh: Based on the theoretical performance evaluation result, the following section is presented according to height
Table.01 Sectional presentation according to wall height (draft), lateral reinforcement
Wall height, H(m) ≤ 1.0 1.0 <H ≤ 1.5
Cast iron diameter, Φ(mm) ≥4.8 ≥6.0 ≥4.8 ≥6.0 ≥8.0
Cast iron spacing, ST(mm) 100 100 200 100 100 200 150
truss height, D(mm) 100 100 100 100 100 100 150
Truss tilt 1.0 1.0/0.5 1.0 1.0 1.0/0.5 1.0 1.0/0.5
Wall height, H(m) 1.5 <H ≤ 2.0 2.0 <H ≤ 3.0
Cast iron diameter, Φ(mm) ≥8.0 ≥10.0 ≥8.0
Cast iron spacing, ST(mm) 100 100 150 200 100
truss height, D(mm) 200 300 150 200 400
Truss tilt 1.0/0.5 1.0 1.0 0.5 1.0/0.5
Table.02 Sectional presentation according to wall height (draft), forward reinforcement
Wall height, H(m) ≤ 1.0 1.0 <H ≤ 1.5
Cast iron diameter, Φ(mm) ≥6.0 ≥8.0 ≥6.0 ≥8.0
Cast iron spacing, ST(mm) 100 100 100 100 150 200
truss height, D(mm) 100 100 100 200 150 100
Truss tilt 1.0 1.0 1.0 1.0 1.0 1.0
Wall height, H(m) 1.5 < H ≤ 2.0 2.0 < H ≤ 3.0
Cast iron diameter, Φ(mm) ≥8.0 ≥10.0 ≥10.0
Cast iron spacing, ST(mm) 100 150 200 100
truss height, D(mm) 200 150 200 100
Truss tilt 1.0 1.0 1.0 1.0
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