Floors MHP. Weight 5 kg per running meter Length as required Width 600 mm Depth 160 mm. 1
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1 MHP Weight 5 kg per running meter Length as required Width 600 mm Depth 160 mm info@euromac.ie 1
2 MHP Galvanized steel profile 1. mm Cross section
3 Assembly of the Floors The assemble must be in accordance with the layout drawing Supplied and agreed. 3
4 MHP Floor assembly Fig. 1 info@euromac.ie 4
5 MHP Floor assembly Fig. MHP Fixing : the Floor elements overlap by 40 mm on the walls on either side. For safety, attach the elements with Isopics in each corner. Lifter blocks Dimensions: Fixing: 35 mm x 40 x height as dictated in Floor span. For safety, fix the lifter blocks with Isopics at each end. info@euromac.ie 5
6 MHP Floor assembly Fig. 3 info@euromac.ie 6
7 MHP Floor assembly Fig. 4 info@euromac.ie 7
8 MHP Floor assembly Fig. 5 Pouring the Floor info@euromac.ie 8
9 Floor assembly Fig. 5 Pouring the floor info@euromac.ie 9
10 Floor assembly Fig. 6 Laying of the floor on a dividing wall info@euromac.ie 10
11 Floor assembly Fig. 7 Laying of the floor on a RSJ info@euromac.ie 11
12 Floor assembly Fig. 8 Shuttering an opening (e.g. stairs or attic opening). info@euromac.ie 1
13 Floor assembly Fig. 8 Cantilever balcony construction info@euromac.ie 13
14 Floor assembly Fig. 8 Under floor heating directly over the insulating MHP element. info@euromac.ie 14
15 Reinforcement and slab thickness for standard domestic loadings. Type Free span in mm. Length of reinforcement Basic Reinforcement 'A' frame Reinforcement Additional reinforcement MHP element Floor Thickness in mm Lifter block Concrete TOTAL Acros Steel caps R x 6 mm s none none R11 1,000 1,00 x 6 mm s none none R1 1,100 1,10 x 6 mm s none none R13 1,00 1,0 x 6 mm s none none R14 1,300 1,30 x 6 mm s none none R15 1,400 1,40 x 6 mm s none none R16 1,500 1,50 x 6 mm s none none R17 1,600 1,60 x 6 mm s none none R18 1,700 1,70 x 6 mm s none none R19 1,800 1,80 x 6 mm s none none R0 1,900 1,90 x 6 mm s none none R1,000,00 x 6 mm s none row R,100,10 x 6 mm s none row R3,00,0 x 6 mm s none row R4,300,30 x 6 mm s none row R5,400,40 x 6 mm s none row R6,500,50 x 6 mm s none R7,600,60 x 6 mm R8,700,70 x 6 mm R9,800,80 x 6 mm R30,900,90 x 6 mm R31 3,000 3,00 x 6 mm R3 3,100 3,10 x 6 mm 3,400 R33 3,00 3,0 x 6 mm 3,400 R34 3,300 3,30 x 6 mm 3,400 R35 3,400 3,40 x 6 mm s info@euromac.ie 15
16 Type Free span in mm. Length of reinforcement Basic Reinforcement 'A' frame Reinforcement Additional reinforcement MHP element Floor Thickness in mm Lifter block Concrete TOTAL Acros Steel caps R36 3,500 3,50 x 6 mm s R37 3,600 3,60 x 6 mm s R38 3,700 3,70 x 8 mm s R39 3,800 3,80 x 8 mm s R40 3,900 3,90 x 8 mm s R41 4,000 4,00 x 8 mm s R4 4,100 4,10 x 8 mm s R43 4,00 4,0 x 8 mm s R44 4,300 4,30 x 8 mm s R45 4,400 4,40 x 8 mm s R46 4,500 4,50 x 8 mm s R47 4,600 4,60 x 8 mm s R48 4,700 4,70 x 8 mm s R49 4,800 4,80 x 8 mm s R50 4,900 4,90 x 8 mm s R51 5,000 5,00 x 8 mm s R5 5,100 5,10 x 10 mm s R53 5,00 5,0 x 10 mm s R54 5,300 5,30 x 10 mm s R55 5,400 5,40 x 10 mm s R56 5,500 5,50 x 10 mm s R57 5,600 5,60 x 10 mm s R58 5,700 5,70 x 10 mm s R59 5,800 5,80 x 10 mm s R60 5,900 5,90 x 10 mm s R61 6,000 6,00 x 10 mm s R6 6,100 6,10 x 10 mm s R63 6,00 6,0 x 10 mm s R64 6,300 6,30 x 10 mm s 1 x 10 3,700 1 x 10 3,400 mm ,400 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 mm rows 1 x 1 4,500 mm rows 1 x 1 4,500 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 mm rows 1 x 10 3,700 3 mm rows 1 x 10 3,700 3 mm rows 1 x 10 3,700 3 mm rows 1 x 10 3,700 3 mm rows 1 x 10 3,700 3 mm rows 1 x 10 3,700 3 mm rows 1 x 1 4,500 3 mm rows 1 x 1 4,500 4 mm rows 1 x 1 4,500 4 mm rows 1 x 1 4,500 4 mm rows Larger spans upto 7,500 mm details on request. info@euromac.ie 16
17 Technical description and installation of the floor - Fig 1 Performance Mechanical strength - the strength is calculated as per a conventional ribbed floor. Values Ru =.6 m C/W K-value = 3,3 w:m C (used in all areas) The fire resistance will be calculated as per a concrete floor. Fire resistance of styropor: Fire resistance of styropor with plaster: M1 M0 Our slab can be used in residential and commercial buildings, with a equally spread loading requirement as follows kg/m with a height of 160 mm (MHP) and 60 mm of Concrete. The beam has a thickness of 180 mm of concrete Own weight = 190 kg/m Finish (Parquet, tiles, carpets) = 60 kg/m Plaster = 15 kg/m Internal partition walls = 100 kg/m Remaining free loading 140 x 1.0 = 168 kg/m kg/m with a height of 00 mm (MHP) and 60 mm of Concrete. The beam has a thickness of 0 mm of concrete Own weight = 30 kg/m Finish (Parquet, tiles, carpets) = 60 kg/m Plaster = 15 kg/m Internal partition walls = 100 kg/m Remaining free loading 150 x 1.0 = 180 kg/m info@euromac.ie 17
18 - 60 kg/m with a height of 40 mm (MHP) and 60 mm of Concrete. The beam has a thickness of 60 mm of concrete Own weight = 65 kg/m Finish (Parquet, tiles, carpets) = 60 kg/m Plaster = 15 kg/m Internal partition walls = 100 kg/m Remaining free loading 150 x 1.0 = 180 kg/m Note The steel beams area 600 mm centers Allowed spans of the steel + additional inserts = 3330 kg/cm (steel DAFIL 500) Basic steel see table. Four types of additional steel see table Positioning of the steel minimum 15 mm above the styropor. For openings calculated steel supports Strength of installed steel from slab end to wall = 800 kg/m For additional slab strength (40 mm for 160 mm + 50 mm 80 mm for 00 mm + 50 mm) the additional element must be attached to the main part of the slab, to reduce any additional risk the slab should be poured as one. General assembly notes (for full installation instructions see Installation of the Floor ) 1. Ensure the walls are level. Install the acros 3. Install the MHP element 4. If required add additional lifters 5. Install the A frame steel beams plus an additional re s as specified 6. Install the ring beam if specified. 7. Install the anti cracking mesh 8. Install the steel caps 9. Pour the concrete. DETAILS OF THE SUPPORTS Maximum 100 mm centers CONCRETE Concrete class - N5 Volume requirement - basic 0.08 m3 per m Each square meter of the floor requires 0.08 m3, plus the cover over walls, stair wells. RSJ etc. for each cm of lifter block the concrete requirement increase by m3. For example MHP mm Lifter block - 40 mm Concrete cover - 60 mm Slab thickness - 60 mm 0.08 m = m3 For a floor area of 100 m = 9.6 m3 of concrete. info@euromac.ie 18
19 Example of layout drawing 19
20 0
21 1
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