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Elevetor COFRAJ PIERDUT PENTRU PARDOSELI SUSPENDATE
Elevetor COFRAJ PIERDUT PENTRU PARDOSELI SUSPENDATE
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Elevetor COFRAJ PIERDUT PENTRU PARDOSELI SUSPENDATE

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  • 1. NEW ELEVETOR® TANK SYSTEM Example for an elevation of 2 meters: Requires: Base NEW ELEVETOR® + PVC tube dia. 125 mm 182.5 cm lenght + NEW ELEVETOR® H 15 Concrete consumption = (0.037 x 1.85) + 0.030 = 0.098 m³/m² Concrete consumption calculation: *Supply of the tubes ø 125 mm can be discussed at the time of order. The quantity of concrete to fill the pillars is equal to 0.037 m³/m² per meter height. NEW ELEVETOR® H=15 cm DATA DIMENSION cm 58 X 58 HEIGHT H 15 CONCRETE QUANTITY to fill the formwork - m3/m2 PALLET HEIGHT m No. OF UNITS/ PALLET QUANTITY m² 752252.50.030 **Place ø 8 mm reinforcement bars within the tubes that are part of the NEW ELEVETOR® system. These inserts must be joined to the rebar mesh used to reinforce the slab, and should be long enough to reach the base of the tube. 1 2 3 4 5 6 7 8 QUANTITY NEW ELEVETOR® formwork ø 125 mm tube* BASE NEW ELEVATOR® footing grid Installation of NEW ELEVETOR® system Rebar mesh ø 6 20x20 (cost of material and labour) Concrete class Rck 250 to fill the tubes (cost of material and labour) Concrete class Rck 250 to fill the formwork (material and labour) Concrete class Rck 250 for the floor slab thickness (material and labour) BILL OF MATERIAL UNIT/MEASURE PRICE TOTALAMOUNT Total cost €/m2 m2 No./m2 No./m2 hours/m2 kg/m2 m3/m2 m3/m2 m3/m2 2.328 0.05 3 3 1 No. [0,037 X (NEW ELEVETOR® system height in meters - 0,15)] + = [m³/m²]concrete consumption The concrete consumption for each square meter of ELEVETOR® is: REV.004 www.geoplast.it The formwork for ventilated foundations from 70 cm to 250 cm ST.11/2011 Disclaimer: the values shown in this brochure are for guidance only. They are not meant to be used for design criteria. Their use and reliance thereon for any purpose by anyone is entirely voluntary and at the sole risk of the user. GEOPLAST is not responsible for any loss, claim, or damage resulting from their use. NEW ELEVETOR® / PROJECT COST ANALYSISNEW ELEVETOR® / TYPICAL CALCULATION Stormwater management systems for both residential and industrial use can be made using NEW ELEVETOR® . Tanks can be built for temporary stormwater storage and attenuation, or permanent storage and reuse. The NEW ELEVETOR® system allows to build tanks of any shape and up to 2 meters depth without using cranes or heavy-lifting equipment. inite-element modelling for a plot of land 16.82 meters long and 7 meters deep, of which 6.30 m are soft clay and 0.70 m of compacted pozzolana and lapillo. The simulated structure was assumed to be made by a layer of lean mix 12 cm thickness, NEW ELEVETOR® system 95 cm height and a slab 5 cm thickness. F Fig 1) Maximum vertical tension in the clay layer with two concentrated loads of 3,500 kg at centres 2.32 m. Fig 2) Effect of four 3,500 kg loads in axis to the plate axis Plate Disp: DZ (cm) 0.0038 [Pt: 31443, Nd: 38983] -0.0043 -0.0205 -0.0366 -0.0528 -0.0690 -0.0852 -0.1014 -0.1175 -0.1337 -0.1499 -0.1580 [Pt: 31480, Nd:39019] Plate Stress: MC (kg/cm²) -0.0484 [Pt: 2106, Nd: 2447] -0.0613 -0.0869 -0.1125 -0.1382 -0.1638 -0.1895 -0.2151 -0.2408 -0.2664 -0.2921 -0.3049 [Pt: 730, Nd:1422] LOAD TABLE for NEW ELEVETOR® H=120 cm 0.8710,000 10 15 4.30 30 8 20 x 20INDUSTRIAL Lean mix cm TYPE OF LOAD Screed thickness cm Rebar diameter mm Overload kg/m² Pressure on the soil kg/cm² Min. slab thickness cm Pressure on the scree kg/cm² Rebar mesh cm x cm 1,800 5 1.49 0.52 0.82 2.45 1.36 5.68 1,000 10 5 2.45 10 0.86 5 10 5 0 5 1.49 0 0 10 0 0 0 6 6 20 x 20 20 x 20 RESIDENTIAL 4 20 x 200.675,000 7 10 3.48 25 6 3.440 0 NEW ELEVETOR® formwork Concrete slab Lightweight screed Screed Wooden support panelist PVC tube ø 125 mm Base NEW ELEVETOR® Gravel Existing soil Lean-mix Foundation wall Polystyrene panelist Flooring 5
  • 2. NEW ELEVETOR® / USE AND CHARACTERISTICS NEW ELEVETOR® / USE AND CHARACTERISTICS Create ventilated foundations of any height The formwork is treadable before pouring High load-bearing capacity It can be laid on the subgrade without lean mix QUICK AND EASY SYSTEM BASE NEW ELEVETOR® / ADVANTAGES AND CHARACTERISTICS BASE NEW ELEVETOR® IS AN ELEMENT IN RECYCLED POLYPROPYLENE (*) THAT GUARANTEES AN EASY AND QUICK INSTALLATION OF THE PVC TUBES SUPPORTING THE ELEVETOR SYSTEM. INSTALLATION IS PRECISE AND TUBES REMAIN PERFECTLY VERTICAL. NEW ELEVETOR® FORMWORK / ADVANTAGES AND CHARACTERISTICS 58 cm 15 cm 58 cm 47 cm 8 cm NEW ELEVETOR® IS AN INNOVATIVE SYSTEM WITH DIMENSIONS 58X58 H15 CM THAT CREATES A CRAWL SPACE AND ALLOW INSTALLATIONS UNDERNEATH REDUCING CONSIDERABLY CONCRETE CONSUMPTION AND INSTALLATION TIME. THE CONCRETE CONSUMPTION FLUSH WITH THE TOP LAYER IS 0.030 m³/m², WHILE THE AMOUNT OF CONCRETE NECESSARY TO FILL THE PILLARS IS 0.037 m³/m² PER LINEAR METER OF HEIGHT. NEW ELEVETOR® / HOW TO INSTALL • Installation surface: cover the subgrade with lean mix to create an even surface for NEW ELEVETOR®. Lean mix thickness to spec; • Installation: place the NEW ELEVETOR® system made by GEOPLAST S.p.A., made by polypropylene formwork size 58 x 58 x h15 cm, joined with tubes Ø 125 mm of length as by project specification, with BASE NEW ELEVETOR® footing grid, assembled before the concrete pour: 1. Lay the BASE NEW ELEVETOR® footing grid (58 x 58 x h2.5 cm): it is recommended to place the parts from right to left and from top to bottom. 2. Fit tubes into each cup of the footing grid. The tubes are cut to the length suitable to achieve the specified height of NEW ELEVETOR® (from 70 to 200 cm). 3. Place the NEW ELEVETOR® FORMWORK (58 x 58 x h15): the operation is performed attaching the parts to the tubes from the right-hand side to the left, and from top to bottom, always keeping the printed arrow upwards. 4. The Grid + Tube + Formwork assembly guarantees a perfect perpendicularity of the pillars within the foundation. 5. Place the specified rebar mesh over the surface of the NEW ELEVETOR® system (ref. to load table). 6. Place ø 8 mm reinforcement bars within the tubes that are part of the NEW ELEVETOR® system. These inserts must be joined to the rebar mesh used to reinforce the slab, and should be long enough to reach the base of the tube. 7. Slab pour: use a Rck 250 kg/cm² concrete to fill the tubes and the formwork, cover the rebar mesh and reach the designed slab thickness. 2sd row 1st row 2 1st row 2sd row 58 cm 58 cm 2.5 cm 3 (*)Recycled Polypropylene: Flexural modulus 1,100 N/mm2 - Tensile strength 35 N/mm2 - Coefficient of thermal expansion 0.15 mm/m/°C 2 3 4 5 6 7 1 4

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