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SUSPENDED BEAM & BLOCK FLOOR - Supreme Concrete

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The Supreme Beam and Block Flooring System saves time and cost on site. The floor is quick to install without the need for specialist skills. Site preparation is reduced and no hardcore or oversite concreting is required. Also, internal foundations can be reduced. Once installed the system is rot and draught proof creating an excellent base for the addition of thermal insulation. The floor provides an immediate working platform allowing building works to continue without delay. The Supreme Beam and Block Flooring System is ideal for a wide range of uses ranging from housing to flats and offices. SUSPENDED BEAM & BLOCK FLOOR 120mm 75mm 125mm Wide Tee Beam Standard Tee Beam 170mm Two beam sizes are available; 120mm wide for standard span and load applications and 170mm wide for heavy duty and longer span requirements, for example in commercial construction. Both beams are the same height and can be used together ensuring the most economical construction options. 155mm 155mm www.supreme-ce.co.uk DECLARATION OF PERFORMANCE www.supremeconcrete.co.uk
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Page 1: SUSPENDED BEAM & BLOCK FLOOR - Supreme Concrete

The Supreme Beam and Block Flooring System saves time and cost on site. The floor is quick to install without the need for specialist skills. Site preparation is reduced and no hardcore or oversite concreting is required. Also, internal foundations can be reduced.

Once installed the system is rot and draught proof creating an excellent base for the addition of thermal insulation. The floor provides an immediate working platform allowing building works to continue without delay. The Supreme Beam and Block Flooring System is ideal for a wide range of uses ranging from housing to flats and offices.

SUSPENDED BEAM & BLOCK FLOOR

120mm

75mm 125mm

Wide Tee Beam

Standard Tee Beam

170mm

Two beam sizes are available; 120mm wide for standard span and load applications and 170mm wide for heavy duty and longer span requirements, for example in commercial construction. Both beams are the same height and can be used together ensuring the most economical construction options.

155mm 155mm

www.supreme-ce.co.uk

DECLARATION OFPERFORMANCE

www.supremeconcrete.co.uk

Page 2: SUSPENDED BEAM & BLOCK FLOOR - Supreme Concrete

SUSPENDED BEAM & BLOCK FLOOR

Ensure that the ground beneath the floor is cleared of top soil and vegetation. No oversite concreting is required.

Ventilation

Provision should be made for a void beneath the floor, the depth of which should be at least 150mm but may vary depending on site conditions. To meet Local Authority and NHBC requirements, the void should be ventilated. Ventilation openings should be placed to enable the free flow of air to the complete under floor area. Ventilators should be placed frequently enough to the perimeter of the building to give suitable ventilation. Supreme supply plastic telescopic void ventilators with a range of coloured plastic air bricks.

Installation

It is essential that the floor beams be handled and stacked the correct way up, they should be lifted as close to the ends as possible and no damaged beams should be used in the installation. It is important that all mortar in the preceding work is adequately cured, having enough strength to give support to the floor being installed.

Ensure that all mortar and debris is removed from the bearing points and they are level and true. Generally a DPC should be placed over all bearings before laying a ground floor. Beams should have a nominal bearing of 100mm on the masonry.

Please adhere to starting beams on our working drawings and set beams out bay by bay. Take note of critical partition walls etc. Ensure all beams are parallel and that there is a nominal 18mm bearing for the block.

Install closure blocks after laying infill blocks.

The floor should be completed as soon as possible by brushing in a wet grout mix of 1:3 cement and sharp washed sand, a stiffer mix of the same proportions should be used to fill any double or multiple beams, these joints should be "hard packed". The floor should be cleaned and wetted prior to grouting to enable grout to penetrate and to provide a firm construction. Prestressed floor beams have an upward camber. The camber should be considered especially on larger spans and / or when non-screed finishes are specified. A levelling screed could be incorporated.

SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS

Ventilation void to Local Authority approval

Infill blocks Supreme T beam Ends filled in with precast closure blocks

Foundation brickwork or blockwork (or trenchfill)

DPC

Vapour barrier of 1000g poly sheet weighted down with sand

Subsoil after removal of topsoil, vegetation etc. & treated with approved weedkiller

Grout brushed in

Page 3: SUSPENDED BEAM & BLOCK FLOOR - Supreme Concrete

Beams on angles supplied to site at standard lengths. To be cut to suit by others.

Plan shown here using standard face size 440 x 215 infill block. (with cuts when required as shown) All measurments in mm

6

1

2

5

3

4

Coursing Slip with block out from beam into adjacent support wall bedded on coursing slip.

4

Closure Block on internal support.

5

Shared bearing on internal support wall less than 200mm thick.

6

Beams supported on inner leaf of cavity wall. Closure block bedded.

1

Two beams grouted together to support block partition.

2

Beam adjacent to support wall and grouted solid.

3

Note! Closure blocks should not be used to space the beams; they should be installed using mortar when all blocking out is complete.

Domestic Garage Use

When a beam and block floor is used in a domestic garage or similar application where high concentrated loads are evident, a reinforced screed must be applied directly to the top of the beams and blocks. The screed should have a compressive strength of 21N/mm2 with light steel mesh reinforcement, such as an A98 steel mesh.

Beam Properties & Structural Calculations

Where the design layout drawings have been produced by Supreme then full structural calculations can be provided upon request.

www.supremeconcrete.co.uk

Page 4: SUSPENDED BEAM & BLOCK FLOOR - Supreme Concrete

FLOOR SELF-WEIGHTS EFFECTIVE CENTRESCentres Blocks @ 650kg/m3 Blocks @ 1350kg/m3 Blocks @ 2000kg/m3

S 520 1.19kN/m2 1.768kN/m2 2.31kN/m2

S 407 1.35kN/m2 1.893kN/m2 2.41kN/m2

S 295 1.61kN/m2 2.107kN/m2 2.58kN/m2

D 640 1.69kN/m2 2.160kN/m2 2.60kN/m2

D 527 1.92kN/m2 2.340kN/m2 2.74kN/m2

D 415 2.26kN/m2 2.613kN/m2 2.95kN/m2

T 760 2.04kN/m2 2.428kN/m2 2.80kN/m2

T 647 2.28kN/m2 2.621kN/m2 2.95kN/m2

T 535 2.62kN/m2 2.892kN/m2 3.15kN/m2

INFILLBLOCK

440 x 215 x 100 (650kg/m3)Thermal Block

440 x 215 x 100 (1350kg/m3)Medium Weight Aggregate

440 x 215 x 100 (2000kg/m3)Dense Concrete

LIVE LOAD 1.5kN/m2 DOMESTIC LIVE LOAD 1.5kN/m2 DOMESTIC LIVE LOAD 2.5kN/m2 4.0kN/m2

EFFECTIVE BEAM

CENTRES

FLOATINGFLOOR

65mmSCREED

75mmSCREED

BEAMCENTRES

FLOATINGFLOOR

65mmSCREED

75mmSCREED

BEAMCENTRES

65mmSCREED

65mmSCREED

Figures below are MAXIMUM permissible CLEAR SPANS in millimetres (ie between supports)

CASE 1 NO PARTITIONS

520 5800 4950 4750 520 5650 4550 4400 520 4100 3500407 5800 5500 5300 407 5800 5100 4950 407 4600 3950295 5800 5800 5800 295 5800 5550 5650 295 5350 4600640 5800 5800 5700 640 5800 5800 5400 640 5100 4400527 5800 5800 5800 527 5800 5800 5800 527 5550 4800415 5800 5800 5800 415 5800 5800 5800 415 5800 5350760 5800 5800 5800 760 5800 5800 5800 760 5650 4900647 5800 5800 5800 647 5800 5800 5800 647 5800 5250535 5800 5800 5800 535 5800 5800 5800 535 5800 5700

CASE 2 STUDWORK PARTITIONS @ 1.0kN/m2

520 5200 4300 4200 520 4750 4050 3950 520 3700 3250407 5750 4800 4650 407 5300 4500 4400 407 4200 3650295 5800 5500 5350 295 5800 5200 5100 295 4850 4300640 5800 5200 5100 640 5800 5000 4850 640 4650 4100527 5800 5650 5500 527 5800 5400 5300 527 5100 4500415 5800 5800 5800 415 5800 5800 5800 415 5650 5000760 5800 5800 5550 760 5800 5450 5350 760 5150 4550647 5800 5800 5800 647 5800 5800 5700 647 5550 4900535 5800 5800 5800 535 5800 5800 5800 535 5800 5350

CASE 3 3.0kN/m RUN LIGHTWEIGHT BLOCK PARTITION AT 90 DEG TO SPAN, MID BEAM SPAN

520 5100 4100 4000 520 4600 3850 3750 520 3500 3050407 5750 4650 4500 407 5200 4350 4250 407 4000 3500295 5800 5450 5300 295 5800 5150 5000 295 4750 4150640 5800 5150 5000 640 5750 4900 4750 640 4550 3950527 5800 5600 5450 527 5800 5350 5250 527 5000 4400415 5800 5800 5800 415 5800 5800 5800 415 5600 4950760 5800 5650 5500 760 5800 5450 5300 760 5100 4450647 5800 5800 5800 647 5800 5800 5700 647 5500 4850535 5800 5800 5800 535 5800 5800 5800 535 5800 5300

CASE 4 3.0kN/m RUN LIGHTWEIGHT BLOCK PARTITION PARALLEL TO SPAN, FULL SPAN

520 3150 2900 2850 520 3050 2800 2800 520 2700 2500407 3250 3000 3000 407 3150 2950 2900 407 2850 2650295 3300 3150 3100 295 3250 3050 3050 295 3000 2850640 4250 3900 3800 640 4100 3800 3700 640 3600 3350527 4300 4000 3950 527 4200 3900 3850 527 3800 3500415 4400 4100 4100 415 4300 4050 4000 415 3950 3700760 4900 4500 4400 760 4800 4400 4300 760 4200 3850647 5000 4600 4550 647 4900 4500 4450 647 4350 4050535 5100 4750 4700 535 5000 4650 4600 535 4550 4250

CASE 5 DOMESTIC GARAGE IMPOSED LOAD 2.5kN/m2 OR 10.0kN CONCENTRATED LOAD

650kg/m3 1350kg/m3 2000kg/m3

520 4000 3750 3550 520The table to the left givesmaximum clear spans for garage load case applying a 75mm thick reinforced screed with differing density infill blocks shown. The reinforced screed must be directly bonded to the beamsand infill blocks.

Where clear spans for floating floors areshown, no allowance for the weight of anyscreed has been incorporated.The clear spans shown for the domesticgarage loading conditions rely on a lightmesh reinforced screed which shouldhave a minimum compressive strength of21N/mm2

407 4300 4050 3850 407295 4700 4500 4300 295640 4900 4650 4450 640527 5150 4950 4750 527415 5450 5300 5150 415760 5500 5350 5150 760647 5800 5650 5450 647535 5800 5800 5800 535

SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS

Page 5: SUSPENDED BEAM & BLOCK FLOOR - Supreme Concrete

TECHNICAL INFORMATION

Beam Manufacture

Beams are manufactured by the slip form method providing a textured finish to facilitate improved bonding performance. The characteristic T-profile of the Supreme floor beam also lends itself to a strong bond being established between the beam and the in-fill grout. They are designed and manufactured in accordance with EN 15037-1:2008.

Produced to a concrete strength class of C50/60. The raw materials used comply with EN Standards.

Ground Floor (Application)

Supreme beams are 155mm deep, and manufactured in two widths with the same side profile. They are 120mm and 170mm wide. Note! Wide beams are available at lengths over 4000mm only. They can be used with any suitable infill block by any manufacturer, subject to design requirements and specification.

The infill block may be selected to suit budget, strength or thermal and sound recommendations as required. Aerated blocks sometimes have a larger face size than standard blocks. Care must be taken when the infill block is bedded into a load bearing wall as the floor blocks must be of the same crushing strength, or stronger, than the requirement of the wall.

Upper Floor (Application)

Supreme T Beams are also suitable for upper floors in domestic dwellings where for example a dense floor is required to create a "quiet home" or the first floor partitions are to be of block work, which can be supported by the floor.

Compartment Floors between Dwellings

Specific performance specifications are required in accordance with the building regulations in respect of infill blocks and directly applied screeds.

Thermal Considerations

Building Regulations Approved Document Part L (The conservation of fuel and power). The document gives advice on limiting heat loss through the fabric of the building and gives methods of assessment to show compliance.

The choice of materials used in the construction of the ground floor will obviously have an effect on the U value of the floor.

The beam and infill block are only two elements in the make up of the floor however the chosen infill blocks will have bearing on the U value and/or level of additional insulation required. For example, when using dense concrete infill blocks, a layer of insulation over the structural floor but below the finish of either screed or timber would suffice. The thickness of insulation would vary depending on U value required to be achieved. However, the thickness of insulation could be reduced if the infill blocks in the floor were of aerated concrete.

Upon request, Supreme Concrete can produce bespoke designs for projects where polystyrene infill panel floors are preferred to conventional infill blocks for their thermal properties. Your floor can be designed in conjunction with panels from leading suppliers in the market.

Safety

Until the floor is grouted, shuttering board or scaffold planks should be used as a spreader over the beams and blocks to take any barrow or other wheeled loads at all times. Any loads placed on the floor should not exceed the load for which the floor was designed; these loads should be short term and kept to the minimum.

For more specific advice please contact the Supreme Technical Department on 01795 433580

?

www.supremeconcrete.co.uk

Page 6: SUSPENDED BEAM & BLOCK FLOOR - Supreme Concrete

WIDE BEAM LOAD / SPAN TABLES

The clear spans shown for the domestic garage loading condition rely on a reinforced screed directly applied to the top of the beams and blocks. The screed should have a compressive strength of 21N/mm2 with light steel mesh reinforcement.

In our design process the wider beam can be fully interchangeable with the standard beam in the same floor.

The wider beam provides a superior design for larger span floors replacing the need for double or triple beams.

All clear spans are greater than shown in original brochure

This table to be used for replacement values only - shown bold

Wider beams mean faster installation due to:

• Fewer units to lift

• Simpler layouts

• Less grouting

WIDE BEAM LOAD/SPAN TABLE (155mm DEEP X 170mm WIDE)MAXIMUM CLEAR SPANS IN millimetres

DOMESTIC APPLICATIONS WITH MEDIUM WEIGHT INFILL BLOCKS 1350kg/m3

Centres Open Areaswith 65mm Screeded Finish Centres

Allowance of 1.0kN/m2 For Timber Stud Partitions with

65mm Screeded FinishCentres

Domestic Garage Application with 75mm

Thick Reinforced Screed

570 5950 570 5300 570 5150458 6500 458 5800 458 5650345 6550 345 6550 345 6200740 6550 740 6300 740 6150628 6550 628 6550 628 6550515 6550 515 6550 515 6550910 6550 910 6550 910 6550798 6550 798 6550 798 6550685 6550 685 6550 685 6550

NON-DOMESTIC APPLICATIONS WITH DENSE CONCRETE INFILL BLOCKS 2000kg/m3

ALL WITH 65mm THICK SCREED

2.5kN/m2 Imposed load with 65mm Screed 4.0kN/m2 Imposed load with 65mm Screed

Centres Open Areas Allowance of 1.0kN/m2

For Timber Stud Partitions Centres Open Areas Allowance of 1.0kN/m2

For Timber Stud Partitions

570 5400 4900 570 4650 4300458 5950 5400 458 5150 4750345 6550 6150 345 5850 5450740 6550 5950 740 5650 5250628 6550 6400 628 6050 5650515 6550 6550 515 6550 6200910 6550 6450 910 6150 5750798 6550 6550 798 6500 6100685 6550 6550 685 6550 6500

Only one formula to remember Wider Beams = Cheaper Floors!

FLOOR SELF WEIGHTS

Centres Blocks @ 1350kg/m3 Blocks @ 2000kg/m3

S 570 1.92kN/m2 2.41kN/m2

S 458 2.06kN/m2 2.52kN/m2

S 345 2.30kN/m2 2.70kN/m2

D 740 2.33kN/m2 2.71kN/m2

D 628 2.52kN/m2 2.85kN/m2

D 515 2.78kN/m2 3.04kN/m2

T 910 2.60kN/m2 2.90kN/m2

T 798 2.78kN/m2 3.04kN/m2

T 685 3.02kN/m2 3.22kN/m2

SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS

Page 7: SUSPENDED BEAM & BLOCK FLOOR - Supreme Concrete

JUMBO BUTT PLATEBespoke wall plates to give bearing for more than one beam up to the full length of the bearing wall.

BUTT PLATEDesigned to increase bearing locally where beams clash on 100mm or 150mm thick supporting walls at upper floor levels. Available for standard 120mm wide beams to suit both 100mm and 150mm wide walls.

BRICK SLIPSManufactured in accordance with EN 771-3:2011. L x W x H (in mm): 171 x 100 x 39 & 172 x 140 x 40 slips for finishing the floor onto load-bearing walls, parallel edges and between the end of beams. In all cases floor blocks of suitable strength should be bedded on top.

200

Spot welds

Tray Wings

135

100

75

75

100 (or 150)

‘T’ Beam and Block Floor

100mm / 150mm Load bearing blockwork wall

Straps welded tounderside of plateand fixed to wallmaximum 1000mmcentres

10mm thick x180mm widebearing plate(Jumbo Butt Plate)

200

Spot welds

Tray Wings

135

100

75

75

100 (or 150)

‘T’ Beam and Block Floor

100mm / 150mm Load bearing blockwork wall

Straps welded tounderside of plateand fixed to wallmaximum 1000mmcentres

10mm thick x180mm widebearing plate(Jumbo Butt Plate)

436mm

98mm

42mm

24mm

140mm

210mm

98mm

42mm

24mm

140mm

ASSOCIATED FLOORING PRODUCTS

PLASTIC VOID VENTSDesigned for ventilating the void below suspended ground floors. Manufactured from high density polypropylene, the unit is non-corrosive and telescopic. Vertical and horizontal extension sleeves are available, please call for details.

Designed to meet requirements of the NHBC, Local Authorities and Gas Company regulations, and being a sealed unit there is no danger of the ventilator becoming blocked when cavity wall insulation is carried out.

AIR BRICKSAir bricks to be used in conjunction with the telescopic void vent. Available in four colours: Terracotta, Buff, Blue-black and Brown.

TECHNICAL NOTE!Airbricks when used with void vent will provide a minimum of 6600mm free air flow.

COURSING SLIPSManufactured in accordance with EN 771-3:2011. Concrete slips L x W x H (in mm): 390 x 100 x 40. These slips save a split brick course at side bearing or between end bearing.

CLOSURE BLOCKSManufactured in accordance with EN 771-3:2011. Designed and manufactured in two sizes to fit between the beams on the bearing ends. This saves cutting bricks or blocks when building the wall through the ends of the beams using standard centres.

CEILING CLIPSUsed with battens to facilitate fixing of ceiling, clips can be fixed after the flooring blocks have been laid but prior to grouting. The loops are then bent under the batten and nailed upwards against solid support of T-Beam.

Safe working load for securely fixed clips = 22kg per clip. Patent No. 205 1941.

www.supreme-ce.co.uk

DECLARATION OFPERFORMANCE

www.supremeconcrete.co.uk


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