1 KING FAHD UNIVERSITY CIVIL ENGINEERING DEPARTMENT A New Prefab Panel As a flooring slab Web Grid Core Panel ABDUL FATTAH DARWISH
2 Subjects The Problem ? Panel Description Structural Study Economical Study Comparison conclusion
3 Problems ? High Dead Loads in buildings ? D/L ≥ 2 In ordinary buildings D/L = 1 In Hollow Core Slab ? Construction Cost & Time Slab of Skelton Slab 75% of Skelton Time Earthquake Disasters Mass & Height Environmental Impacts of Concrete Roads & Crushing Plants Problems Energy Loss Crushing Plants,Transportation & Construction
4 Panel Description Components Web Grid Core Cladding Plats Filling Material Connecting Devices
5 Panel Description Strength Points Very Light : 10% of concrete Weight Very strong : 50 cm for 20x20 m Could be one or two way slab action 50% of Building Weight of skeleton cost Reduce construction time Reusable,Removable and adjustable Easy to transport & install
6 Panel Description Improving points Water Proofing Fire & Heat Resistance Electric Conductivity Sound Resistance Connecting Devices
7 Data Dimensions are: 6 x 6 x 0.20 meter Pinned supports all around All elements are 1.5 mm thick. Total load is 300 kg/m2 Results Max. stress is 0.15 t/cm2 Max Deflection 1.0 mm Structural Study
8 Stress isometric
9 Top Plate Stress 0.15 t/cm2
10 Bottom Plate Stress 0.13 t/cm2
11 Central Rib Stress 0.13 t/cm2 Deflection is 1mm
12 Data: 10 floors building Floor area 12X12 m Current prices for ribbed slab Result: 20 % Reduction in skeleton cost if we use the new panel Economical study
13 Comparison against: Solid Slab Ribbed Slab Hollow Core Slab Siporex
14 Deflection
15 Density (t/m3)
16 Cost (SR/m3)
17 Installing Time (day)
18 Manufacturing Time (weeks)
19 Achievements Load Reduction (> 50%) Cost Reduction (>20%) Saving Victims in earthquakes Environmental Benefits Energy Savings
20 Conclusion It has strength points It has improving points A Feasibility study should be done to ensure : Performance Manufacturing Use & Cost
21 Questions