structural elements - supreme · pdf fileretaining wall system. ... the safe working loads...
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STRUCTURALELEMENTS
Prestressed Lintels 54 - 56Precast Lintels 57Fireplace Lintel 57Padstones 57Hi-Strength Lintels 58 Flooring Products 59 - 65Stepoc 67 - 69Keystone 70 - 73Slope-Loc 74 - 75Bespoke Products and Services 76
LintelsA wide range of prestressed and precast lintels is available, offering class-leading quality and value. This includes specially developed padstones to ensure optimal performance and ease of installation.
Beam and Block FlooringThe Supreme Floor Beam System has been developed to optimise the build process by providing safe working floors quickly and easily and reducing the dependency on weather and extensive groundworks.
Retaining and Walling SystemsFrom simple retaining walls to entire buildings, Stepoc provides a highly versatile building solution.
Keystone is the leading dry-lay retaining wall system. It is designed to create walls quickly without the use of mortar or in situ poured concrete.
Step-Loc is a stylish dry lay alternative to conventional low level retaining walls.
Structural ElementsIn addition to Supreme Concrete's market-leading range of fencing and general building components, there are precision-made, high-performance structural concrete products. These have been created by Supreme's advanced manufacturing technology, technical expertise, and are CE marked where required.
PAGE 52
SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
PRESTRESSED AND PRECAST LINTELS for strength and value.
Featuring our Strongcast and Smoothcast technologies, they are available in textured and fair faced finishes.
The prestressed range also includes a high-strength
option where there are exceptional load requirements.
A range of complementary padstones is available to provide the perfect support for your Supreme lintels.
Manufactured in accordance with EN 845-2:2013.
Loading Guide: The loads on the lintels should be assessed in accordance with the method described in Eurocode 2 EN 1992-1-1-:2004.
PAGE 53
MADE FROM STRONGCAST
MADE FROM SMOOTHCAST
www.supreme-ce.co.uk
DECLARATION OFPERFORMANCE
www.supremeconcrete.co.uk
PAGE 54
SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
Length(mm)
CODE
450 P 100045
600 P 100060
750 P 100075
900 P 100090
1050 P 100105
1200 P 100120
1350 P 100135
1500 P 100150
1650 P 100165
1800 P 100180
2100 P 100210
2400 P 100240
2700 P 100270
3000 P 100300
3300 P 100330
3600 P 100360
Length(mm)
CODE
450 P 150045
600 P 150060
750 P 150075
900 P 150090
1050 P 150105
1200 P 150120
1350 P 150135
1500 P 150150
1650 P 150165
1800 P 150180
2100 P 150210
2400 P 150240
2700 P 150270
3000 P 150300
3300 P 150330
3600 P 150360
Length(mm)
CODE
450 S 10045
600 S 10060
750 S 10075
900 S 10090
1050 S 10105
1200 S 10120
1350 S 10135
1500 S 10150
1650 S 10165
1800 S 10180
2100 S 10210
2400 S 10240
2700 S 10270
3000 S 10300
3300 S 10330
3600 S 10360
Length(mm)
CODE
450 R 21045
600 R 21060
750 R 21075
900 R 21090
1050 R 21105
1200 R 21120
1350 R 21135
1500 R 21150
1650 R 21165
1800 R 21180
2100 R 21210
2400 R 21240
2700 R 21270
3000 R 21300
3300 R 21330
3600 R 21360
Length(mm)
CODE
450 P 220045
600 P 220060
750 P 220075
900 P 220090
1050 P 220105
1200 P 220120
1350 P 220135
1500 P 220150
1650 P 220165
1800 P 220180
2100 P 220210
2400 P 220240
2700 P 220270
3000 P 220300
3300 P 220330
3600 P 220360
Length(mm)
CODE
450 P 255045
600 P 255060
750 P 255075
900 P 255090
1050 P 255105
1200 P 255120
1350 P 255135
1500 P 255150
1650 P 255165
1800 P 255180
2100 P 255210
2400 P 255240
2700 P 255270
3000 P 255300
3300 P 255330
3600 P 255360
Length(mm)
CODE
450 R 15045
600 R 15060
750 R 15075
900 R 15090
1050 R 15105
1200 R 15120
1350 R 15135
1500 R 15150
1650 R 15165
1800 R 15180
2100 R 15210
2400 R 15240
2700 R 15270
3000 R 15300
3300 R 15330
3600 R 15360
Length(mm)
CODE
450 R 22045
600 R 22060
750 R 22075
900 R 22090
1050 R 22105
1200 R 22120
1350 R 22135
1500 R 22150
1650 R 22165
1800 R 22180
2100 R 22210
2400 R 22240
2700 R 22270
3000 R 22300
3300 R 22330
3600 R 22360
Length(mm)
CODE
450 S 15045
600 S 15060
750 S 15075
900 S 15090
1050 S 15105
1200 S 15120
1350 S 15135
1500 S 15150
1650 S 15165
1800 S 15180
2100 S 15210
2400 S 15240
2700 S 15270
3000 S 15300
3300 S 15330
3600 S 15360
P10065 x 100mm
P15065 x 140mm
S10100 x 100mm
R21 / R21A140 x 215mm or215 x 140mm
P22065 x 215mm
P25565 x 255mm
R22 / R22A100 x 215mm or215 x 100mm
S15150 x 140mm
PRESTRESSED LINTELS - TEXTURED FINISH
R15 / R15A100 x 140mm or140 x 100mm
100
65
140
100
R15A
215
215
255
140
100
100
R22A
100
656510
0
65 150
215
140
100
140
140
R21A
215
140
215
Manufacture size toorder
Section P100 P150 P220 P255 S10 R15 R15A R22 R22A S15 R21 R21A
Profile 65 x 100 65 x 150 65 x 220 65 x 255 100 x 100 100 x 140 140 x 100 100 x 215 215 x 100 150 x 140 140 x 215 215 x 140
CLEAR SPANService Moment (kNm)
0.96 1.06 2.61 3.09 1.60 2.79 4.82 5.88 12.47 8.61 8.08 13.33
600 300 37.75 37.75 70.68 91.44 50.67 71.24 117.11 152.89 210.67 110.56 180.00 280.00
750 450 21.33 23.56 53.00 68.58 35.56 53.43 87.83 114.67 158.00 82.92 135.00 210.00
900 600 13.65 15.08 37.12 43.95 22.76 39.68 68.55 83.63 126.40 66.33 108.00 168.00
1050 750 9.48 10.47 25.78 30.52 15.80 27.56 47.60 58.07 105.33 55.28 79.80 131.65
1200 900 6.97 7.69 18.94 22.42 11.61 20.24 34.98 42.67 90.29 47.38 58.63 96.73
1350 1050 5.33 5.89 14.50 17.17 8.89 15.50 26.78 32.67 69.28 41.46 44.89 74.06
1500 1200 4.21 4.65 11.46 13.56 7.02 12.25 21.16 25.81 54.74 36.85 35.47 58.51
1650 1350 3.41 3.77 9.28 10.99 5.69 9.92 17.14 20.91 44.34 30.61 28.73 47.40
1800 1500 2.82 3.11 7.67 9.08 4.70 8.20 14.16 17.28 36.64 25.30 23.74 39.17
2100 1650 2.37 2.62 6.44 7.63 3.95 6.89 11.90 14.52 30.79 21.26 19.95 32.91
2100 1800 2.02 2.23 5.49 6.50 3.37 5.87 10.14 12.37 26.24 18.11 17.00 28.04
2400 1950 1.74 1.92 4.73 5.61 2.90 5.06 8.74 10.67 22.62 15.62 14.66 24.18
2400 2100 1.52 1.68 4.12 4.83 2.53 4.41 7.62 9.29 19.71 13.61 12.77 21.06
2700 2250 1.33 1.47 3.44 3.98 2.22 3.88 6.69 8.17 17.32 11.96 11.22 18.51
2700 2400 1.18 1.30 2.87 3.32 1.97 3.43 5.93 7.23 15.34 10.59 9.94 16.40
3000 2550 1.05 1.16 2.42 2.80 1.76 3.06 5.29 6.45 13.68 9.45 8.87 14.63
3000 2700 0.95 1.04 2.05 2.38 1.58 2.75 4.75 5.79 12.28 8.48 7.96 13.13
3300 2850 0.82 0.94 1.76 2.04 1.42 2.48 4.28 5.23 11.08 7.65 7.18 11.85
3300 3000 0.70 0.85 1.52 1.76 1.29 2.25 3.89 4.74 10.05 6.94 6.51 10.75
3600 3150 0.61 0.78 1.32 1.53 1.18 2.05 3.54 4.32 9.16 6.33 5.94 9.79
3600 3300 0.53 0.71 1.15 1.34 1.08 1.88 3.24 3.95 8.38 5.79 5.43 8.96
*4200 3450 - - - - - 1.72 2.98 3.63 7.70 5.31 4.99 8.23
*4200 3600 - - - - - 1.59 2.74 3.35 7.09 4.90 4.60 7.58
*4200 3750 - - - - - 1.47 2.54 3.09 6.56 4.53 4.25 7.01
*4200 3900 - - - - - 1.36 2.35 2.87 6.08 4.20 3.94 6.50
Please Note! Clear spans shown above are in increments of 150mm and the safe working Loads indicated are based on the clear span plus 150mm of bearing each end.
Our lintels are supplied in a standard range of lengths and can be cut to length as required.
The safe working load per metre is the least of the flexural strength, the shear strength or the load that gives a deflection limit of L/325.
Deflection information is available for our full range of lintels, please see Supreme DoP or contact our technical department.
Lengths indicated * are not available in all section sizes
The safe working loads indicated in the grey band on the shorter spans are governed by shear. The safe working loads indicated in the grey band on the longer spans are not great relative to the span, these lintels should be used with caution.
Note 1: No assistance from composite brickwork is assumed or included in these figures.
Note 2: Bearings: Minimum bearing length to be 150mm each. Where required provide suitable padstones. Ensure, however, that all bearings are sound.
Note 3: Where information on self weights of individual units is given this is intended for guidance purposes only. They are subject to change depending upon changes to the raw materials used so it is important to check the actual weights before use if this is a critical factor.
TEXTURED RANGE OF LINTELS LOAD/SPAN TABLE - Uniformly distributed service loads (kN/m)The self weight of the lintel must be subtracted from the load given
PAGE 55
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Supreme Benefits• Constant accurate section cast in steel moulds
• Three smooth faces, brushed top face to key to masonry
• Packs banded on bearers for ease of handling
PAGE 56
PRESTRESSED LINTELS - FAIR FACED
Length(mm)
CODE
600 PSB 060
900 PSB 090
1050 PSB 105
1200 PSB 120
1350 PSB 135
1500 PSB 150
1800 PSB 180
2100 PSB 210
2400 PSB 240
2700 PSB 270
PSB65 x 150mm
Length(mm)
CODE
600 PSD 060
900 PSD 090
1050 PSD 105
1200 PSD 120
1500 PSD 150
1800 PSD 180
2100 PSD 210
2400 PSD 240
2700 PSD 270
3000 PSD 300
3600 PSD 360
PSD65 x 255mm
Length(mm)
CODE
600 PSC 060
900 PSC 090
1050 PSC 105
1200 PSC 120
1350 PSC 135
1500 PSC 150
1800 PSC 180
2100 PSC 210
2400 PSC 240
2700 PSC 270
3000 PSC 300
3600 PSC 360
PSC65 x 215mm
Length(mm)
CODE
600 PSE 060
900 PSE 090
1050 PSE 105
1200 PSE 120
1350 PSE 135
1500 PSE 150
1650 PSE 165
1800 PSE 180
2100 PSE 210
2400 PSE 240
2700 PSE 270
3000 PSE 300
3300 PSE 330
3600 PSE 360
PSEA140 x 100mm
PSE100 x 140mm
Length(mm)
CODE
600 PSA 060
750 PSA 075
900 PSA 090
1050 PSA 105
1200 PSA 120
1350 PSA 135
1500 PSA 150
1650 PSA 165
1800 PSA 180
2100 PSA 210
2400 PSA 240
2700 PSA 270
3000 PSA 300
3600 PSA 360
PSA65 x 100mm
MADE FROM SMOOTHCAST
SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
Manufacture size
to order
Section PSA PSB PSC PSD PSE PSEA
Profile 65 x 100 65 x 150 65 x 215 65 x 255 100 x 140 140 x 100
CLEAR SPANService Moment (kN/m)
0.36 0.44 0.60 1.36 1.37 2.23
600 300 11.76 12.07 22.27 27.78 39.33 50.44
*750* 450 8.00 9.05 16.70 20.83 29.50 37.83
900 600 5.12 6.26 8.53 16.67 19.48 30.27
1050 750 3.56 4.35 5.93 13.43 13.53 22.02
1200 900 2.61 3.19 4.35 9.87 9.94 16.18
*1350* 1050 2.00 2.44 3.33 7.56 7.61 12.39
1500 1200 1.58 1.93 2.63 5.97 6.01 9.79
*1650* 1350 1.28 1.56 2.13 4.48 4.87 7.93
1800 1500 1.06 1.29 1.76 4.00 4.03 6.55
2100 1650 0.89 1.09 1.48 3.36 3.38 5.51
2100 1800 0.76 0.93 1.26 2.86 2.88 4.69
2400 1950 0.65 0.80 1.09 2.47 2.49 4.05
2400 2100 0.57 0.70 0.95 2.15 2.16 3.52
2700 2250 0.50 - 0.83 1.89 1.90 3.10
2700 2400 0.44 - 0.74 1.67 1.69 2.74
*3000* 2550 0.40 - 0.66 1.49 1.50 2.45
*3000* 2700 0.35 - 0.59 1.34 1.35 2.20
*3300* 2850 0.32 - 0.53 1.21 1.22 1.98
*3300* 3000 0.29 - 0.48 1.10 1.10 1.80
*3600* 3150 0.26 - 0.44 1.00 1.01 1.64
*3600* 3300 0.24 - 0.40 0.91 0.92 1.50
LOAD/SPAN TABLE - Uniformly distributed service loads (kN/m)The self weight of the lintel must be subtracted from the load given
Please Note! Clear spans shown are in increments of 150mm and the safe working loads indicated are based on the clear span plus 150mm of bearing each end.
Our lintels are supplied in a standard range of lengths and can be cut to length as required.
The safe working load per metre is the least of the flexural strength, the shear strength or the load that gives a deflection limit of L/325.
Deflection information is available for our full range of lintels, please see Supreme DoP or contact our technical department.
Lengths indicated *----* are not available in all section sizes
PAGE 57
PRECAST RANGE OF LINTELS LOAD/SPAN TABLE - Uniformly distributed service loads (kN/m)
The self weight of the lintel must be subtracted from the
load given
PRECAST LINTELS
PADSTONES
Metric (mm) Imperial CODE
215 x 140 x 102 9" x 51/2" x 4" PAD 01
300 x 140 x 102 12" x 51/2" x 4" PAD 02
440 x 140 x 102 18" x 51/2" x 4" PAD 03
600 x 140 x 102 24" x 51/2" x 4" PAD 04
440 x 140 x 140 18" x 51/2" x 51/2" PAD 05
215 x 140 x 215 9" x 51/2" x 9" PAD 06
440 x 140 x 215 18" x 51/2" x 9" PAD 07
380 x 140 x 215 15" x 51/2" x 9" PAD 08
440 x 215 x 215 18" x 9" x 9" PAD 09
215 x 215 x 102 9" x 9" x 4" PAD 11
440 x 215 x 102 18" x 9" x 4" PAD 12
330 x 215 x 102 13" x 9" x 4" PAD 13
100 x 65 x 225 4" x 21/2" x 9" PAD 15
These Padstones
may be used in
any orientation.
FIREPLACE LINTEL
FIREPLACE LINTEL
Metric (mm) Imperial CODE
865 x 145 x 100 2'10" x 6" x 4" LIN 41
Concrete strength in excess of 50N/mm2 at 28 days.
A B
CORNER PADSTONEMetric (mm) A B
Imperial A B
CODE
215 x 215 x 215 x 100 9" x 9" x 9" x 4" PAD 21 C
300 x 300 x 215 x 100 12" x 12" x 9" x 4" PAD 22 C
440 x 440 x 215 x 100 18" x 18" x 9" x 4" PAD 23 C
600 x 600 x 215 x 100 24" x 24" x 9" x 4" PAD 24 C
NEW
ManufactureSize toOrder
Section100 x 145 145 x 100
CODEA
Clear SpanService Moment (kN/m)
2.8 4.63
610 310 105.86 138.70 LIN 00
735 435 65.45 108.23 LIN 01
965 665 33.72 55.76 LIN 02
1065 765 26.76 44.24 LIN 03
1220 915 19.27 32.35 LIN 04
1370 1065 12.97 24.89 LIN 05
1525 1215 9.08 19.59 LIN 06
1675 1365 6.65 15.93 LIN 07
1830 1515 4.97 13.01 LIN 08
2130 1675 4.00 10.48 LIN 10
2130 1825 3.03 7.96 LIN 10
2440 1975 2.49 6.55 LIN 12
2440 2125 1.96 5.14 LIN 12
2745 2275 1.65 4.33 LIN 13
2745 2425 1.35 3.53 LIN 13
3050 2575 1.15 3.03 LIN 14
3050 2725 0.96 2.53 LIN 14
ManufactureSize toOrder
Section100 x 220 220 x 100
CODEA
Clear SpanService Moment (kN/m)
2.92 6.80
1220 915 20.40 47.52 LIN 31
1525 1065 14.07 36.65 LIN 32
1525 1215 9.84 28.77 LIN 32
1830 1365 7.20 23.39 LIN 33
1830 1515 5.39 19.27 LIN 33
2130 1675 4.34 16.57 LIN 34
2130 1825 3.29 13.88 LIN 34
2440 1975 2.70 12.12 LIN 35
2440 2125 2.12 10.37 LIN 35
2745 2275 1.79 9.22 LIN 36
2745 2425 1.46 8.08 LIN 36
3050 2575 1.25 7.27 LIN 37
3050 2725 1.05 6.47 LIN 37
A
100 x 145 mm
145 x 100 mm
A
100 x 220 mm
220 x 100 mm
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PAGE 58
Section HSS10 HSR15 HSS15 HSR22 HSR21
ManufactureSize toOrder
Profile 110 x 100 140 x 100 150 x 140 215 x 100 215 x 140
Clear SpanService Moment (kN/m)
2.53 6.74 10.09 17.20 18.03
900 600 35.98 52.13 104.96 123.60 167.60
1050 750 24.99 43.44 87.47 123.60 139.67
1200 900 18.36 37.24 73.22 123.60 119.71
1350 1050 14.06 32.58 56.06 95.56 100.17
1500 1200 11.11 28.96 44.29 75.50 79.14
1650 1350 9.00 23.96 35.88 61.16 64.11
1800 1500 7.43 19.81 29.65 50.54 52.98
2100 1650 6.25 16.64 24.91 42.47 44.52
2100 1800 5.32 14.18 21.23 36.19 37.93
2400 1950 4.59 12.23 18.30 31.20 32.71
2400 2100 4.00 10.65 15.94 27.18 28.49
2700 2250 3.51 9.36 14.01 23.89 25.04
2700 2400 3.11 8.29 12.41 21.16 22.18
3000 2550 2.78 7.40 11.07 18.88 19.79
3000 2700 2.49 6.64 9.94 16.94 17.76
3300 2850 2.25 5.99 8.97 15.29 16.03
3300 3000 2.04 5.43 8.14 13.87 14.54
3600 3150 1.86 4.95 7.41 12.64 13.25
3600 3300 1.70 4.53 6.78 11.56 12.12
4200 3450 1.56 4.16 6.23 10.62 11.13
4200 3600 1.44 3.83 5.74 9.78 10.26
4200 3750 1.33 3.55 5.13 9.05 9.48
4200 3900 1.23 3.29 4.92 8.39 8.79
HI-STRENGTH RANGE OF LINTELS LOAD/SPAN TABLE - Uniformly distributed service loads (kN/m)The self weight of the lintel must be subtracted from the load given
Length(mm)
CODE
900 HSS 15090
1050 HSS 15105
1200 HSS 15120
1350 HSS 15135
1500 HSS 15150
1650 HSS 15165
1800 HSS 15180
2100 HSS 15210
2400 HSS 15240
2700 HSS 15270
3000 HSS 15300
3300 HSS 15330
3600 HSS 15360
4200 HSS 15420
HSS15150 x 140mm
140
150
Length(mm)
CODE
900 HSR 21090
1050 HSR 21105
1200 HSR 21120
1350 HSR 21135
1500 HSR 21150
1650 HSR 21165
1800 HSR 21180
2100 HSR 21210
2400 HSR 21240
2700 HSR 21270
3000 HSR 21300
3300 HSR 21330
3600 HSR 21360
4200 HSR 21420
HSR21215 x 140mm
140
215
Length(mm)
CODE
900 HSR 22090
1050 HSR 22105
1200 HSR 22120
1350 HSR 22135
1500 HSR 22150
1650 HSR 22165
1800 HSR 22180
2100 HSR 22210
2400 HSR 22240
2700 HSR 22270
3000 HSR 22300
3300 HSR 22330
3600 HSR 22360
4200 HSR 22420
HSR22215 x 100mm
100
215
Length(mm)
CODE
900 HSR 15090
1050 HSR 15105
1200 HSR 15120
1350 HSR 15135
1500 HSR 15150
1650 HSR 15165
1800 HSR 15180
2100 HSR 15210
2400 HSR 15240
2700 HSR 15270
3000 HSR 15300
3300 HSR 15330
3600 HSR 15360
4200 HSR 15420
HSR15140 x 100mm
100
140
Length(mm)
CODE
900 HSS 10090
1050 HSS 10105
1200 HSS 10120
1350 HSS 10135
1500 HSS 10150
1650 HSS 10165
1800 HSS 10180
2100 HSS 10210
2400 HSS 10240
2700 HSS 10270
3000 HSS 10300
3300 HSS 10330
3600 HSS 10360
4200 HSS 10420
HSS10110 x 100mm
100
110
HI-STRENGTH LINTELS - TEXTURED FINISH
These lintels are not universal and must be used in the correct orientation.
Please Note! Clear spans shown are in increments of 150mm
and the safe working loads indicated are based on the clear
span plus 150mm of bearing each end. Our lintels are supplied
in a standard range of lengths and can be cut to length as
required.
The safe working load per metre is the least of the flexural
strength, the shear strength or the load that gives a deflection
limit of L/325.
Deflection information is available for our full range of lintels,
please see Supreme DoP or contact our technical department.
SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
PAGE 59
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
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DECLARATION OFPERFORMANCE
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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.
PAGE 60
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 61
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.
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PAGE 62
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
TECHNICAL INFORMATION
PAGE 63
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 64
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 65
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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SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
methods this could be prohibitively expensive, however using Stepoc, the creation of the extra space becomes a practical option.
The advantages of using Stepoc for basements are:
• The 325mm block thickness allows cavity walls to be built directly off the top
• The cost of construction is known once the dig out is complete
• No shuttering or formwork for in situ concrete walls are required as the purpose designed interlocking blocks are laid dry to form wall
• The simple and quick build process saves time on site
• Access for staircases can be easily designed into the beam and block floor system above
CREATIVE THINKING FROM
SUPREME
Use Stepoc walling and you could have a room below your new property for less than you might think….
WHAT YOU COULD DO WITH YOURS.Hobby Room – Den – Gym – Workshop – Home Cinema or Wine Cellar: why not create extra space and add value to your home too.
When designing suspended ground floors, our design team realised that not many new homes utilise the ground beneath the house by specifying a basement. We understand that it can appear a complicated area of both design and construction, but with Stepoc we aim to simplify the build process so that designers and clients will take advantage of the 'free area' below the Supreme beam and block ground floor in their new house.
Not all basements need to be the complete footprint of the house; indeed often just one room beneath a dining room or kitchen could make a significant difference. With traditional build
STEPOC the real alternative to shuttered concrete.
www.supreme-ce.co.uk
DECLARATION OFPERFORMANCE
PAGE 67
A system of concrete shuttering blocks that are highly-engineered and dimensionally co-ordinated. Stepoc is designed to readily accept vertical and horizontal reinforcement for use where structural performance is the prime consideration and offering cost savings on both time and labour.
Manufactured in accordance with EN 15435:2008
Stepoc’s unique design enables reinforcement to be positioned in order to maximise the engineer’s design.
Stepoc is filled with concrete, which is pumped down through the inter-connected cavities in the blocks. The blocks’ unique design creates a cascade or waterfall effect which ensures a smooth filling of the pumped concrete, forcing out air and eliminating segregation, to create walls which have immense compressive and lateral strength. Stepoc walls have achieved the highest rating for a Security Barrier System under the SEAP (Security Equipment Assessment Panel) testing regime.
Stepoc enables the fast construction of single skin retaining walls up to 4.0 metres high, subject to a design carried out by a structural engineer. Stepoc can be filled in a single pour from 1.8 - 2.25m depending on block thickness. Stepoc is available in three widths, 200, 256 & 325mm and at less than 20kg per unit.
Stepoc is proven in use on applications the length and breadth of the UK and has the backing of an experienced team with a wealth of knowledge in the construction industry. Stepoc combines the ease of blockwork construction with the versatility of in-situ concrete, and yet is faster to apply than both, making it an ideal component for:
• Retaining walls
• Basement walls
• Flood Alleviation Schemes
• Swimming pools
• Laterally-loaded panels
• Blast panels
• Lift shafts
• Platform edges
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STEPOC
PAGE 68
Pour Heights
There is a maximum height for each pour so that stability is not lost in the dry laid blocks as they are filled. Lower heights for each pour can also be used. The maximum heights are:
200 Stepoc - 8 Courses = 1.80m
256 Stepoc - 10 Courses = 2.25m
325 Stepoc - 10 Courses = 2.25m
If multiple concrete pours are required, the concrete of the previous pour should finish 50-75mm from the top of the course of Stepoc, with the vertical bars projecting the equivalent of a splice, length taken from the engineer’s schedule. This is to ensure a proper key between consecutive pours.
Flood Relief Scheme, Chelmer Village
Brick Clad STEPOC
SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
L2 - Full Length Standard
L3 - Full Length Plain End
L4 - Half Length Plain End
L3
L4
L2
TYPE 200
PAGE 69
Wine Cellar using 256mm STEPOC
STEPOC in a multi-storey development
STEPOC in a basement level application
V2 - Full Length Standard
V3 - Full Length Plain End
V5 - Third Length Standard
V6 - Third Length Plain End
Z2 - Full Length Standard
Z3 - Full Length Plain End
Z4 - Half Length Standard
V3
V6
Z3
V2
V5
Z2
Z4
Concrete Mix
The concrete should possess the characteristic strength specified by the structural engineer who has carried out the design of the wall, but not less than 35N/mm2
Block type Concrete Infill
200mm 0.12m3 per m2
256mm 0.15m3 per m2
325mm 0.19m3 per m2
The concrete should be designed to be suitable for the specific means of delivery, possessing a slump of no less than 150mm. The maximum aggregate size should not exceed 10mm and the mix should contain no less than 300kg of cement per cubic metre of fresh concrete.
Filling is best accomplished by a concrete pump or skip with a 75mm nozzle, and the design of the concrete should take this into account. Mechanical vibration must not be used. The use of water reducing agents is acceptable to lower cement content in the mix design.
TYPE 200
Unit Length Width Height Weight (kg)L2 400 200 225 17.3
L3 400 200 225 16.9
L4 200 200 225 8.4
TYPE 256
Unit Length Width Height Weight (kg)V2 400 256 225 19.7
V3 400 256 225 19.9
V5 133 256 225 7.5
V6 133 256 225 7.6
TYPE 325
Unit Length Width Height Weight (kg)Z2 325 325 225 19
Z3 325 325 225 19.4
Z4 162.5 325 225 9.8
TYPE 256
TYPE 325
Reaction to fire: Euroclass A1
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SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
Keystone retaining wall units replace gabion, crib and cast-in-situ walls. Available in a range of finishes and colours providing practical solutions for low-level gravity walls through to tall structural walls in both the domestic and commercial markets.
Manufactured in accordance with EN 771-3:2011
Keystone is a system of modular retaining wall units that are manufactured from high strength, durable concrete which are laid dry and can be used in conjunction with a geogrid to provide tall walls or to accommodate high surcharges.
Alternatively, it can be used with or without a concrete backing to create a gravity wall.
Keystone uses a unique high strength fixing system which securely locks the component parts in place. At the centre of the system is the patented blue comb connector that provides exceptionally high connection strengths.
A combination of Keystone modular units, positive pin connections and soil reinforcing geogrids delivers ‘rock solid’ stability and performance – its enhanced connection between grid and block is critical to ensure economic designs.
KEYSTONE the number oneretaining wall system on the market today
Design
Keystone is available on a design and supply basis. Our engineers have a wealth of knowledge and expertise in the field of Geotechnology. Wherever possible we aim to work with clients from the outset, in order to offer them the most cost-effective design solutions possible.
This system has the British Board of Agrément approval. This Certificate contains all respective design and construction information.
www.supreme-ce.co.uk
DECLARATION OFPERFORMANCE
Seafront, Southend-on-Sea
Keystone block showing grid connection
PAGE 71
Applications
Keystone’s ability to connect positively with proprietary geogrid systems has enabled it to be built to heights of over 15 metres worldwide – making it ideal for roadside and bridge locations and its simple, dry build construction enables it to handle the most challenging site design.
Keystone's versatility is ideal for:
• Retaining Walls
• Embankments
• Culverts
• Bridge Abutments
• Tunnel Entrances
• Access Ramps
• River Diversions / Flood Alleviation Schemes
Aesthetic Impact
Keystone provides design flexibility to meet the unique challenges of modern commercial development projects; whether you are building tall retaining walls, short walls, using curves or corners, considering rapid changes in elevation detail or using Keystone with other specialist materials. This proven system enhances the architectural importance of any structure whether new-build or refurbishment. Passenger access, Littleborough Station, Rochdale
TECHNICAL INFORMATION
Keystone Compac vertical wall with concrete backing & 100mm Capping
Keystone Compac with grid system retaining wall
A Keystone retaining wall offers a positive solution to the most challenging and demanding design and construction requirements.
This inner strength is complemented by the aesthetic impact of a system capable of combining classic lines, graceful curves, shadows and textures.
www.supremeconcrete.co.uk
KEYSTONE
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SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
Easy To Install• Interlocked, mortar-free assembly
No mortar required, thus allowing free flow drainage through the wall, releasing hydrostatic loads.
• Patented fibreglass pin system
These ensure a proper alignment, unit interlock and the ability to create convex or concave curves.
• Rapid installation
A walling system that allows for faster construction – no mortar, simple foundations and straight-forward build.
Ancillary Components
A choice of ancillary components are available to add the ‘finishing touches’ to walls and to solve on-site engineering problems.
Design Service
We have many years of experience developing our Keystone products and are able to offer exceptional levels of design and service support. We have an experienced technical support team and a very comprehensive design support programme to assist you with your individual requirements.
Creating gravity or unreinforced
walls up to 2m high
Keystone can be used to create gravity or unreinforced walls up to 2m in height.
For most applications, no structural foundation is required and a simple levelling pad will suffice. Even in the case of unreinforced soil walls – only the base course of facing units require bedding on mortar.
Creating reinforced soil walls
For taller and more critical walls, Keystone units are combined with soil reinforcement options to create larger composite structures. With this properly designed combination, the reinforced soil mass can support greater earth pressure and surcharge loads; and the pin/comb fixing concept allows geogrid material to be fully incorporated into the structure of the wall providing an exceptionally strong ‘mechanical’ link.
East London Line railway.
PAGE 73
The Keystone system comprises of four units – Compac, Corners, Caps and Slips.
These units provide the ability to vary height and the opportunity to further explore the variations created by light and shadow by introducing band courses.
COMPAC
Keystone Compac is the perfect choice for either gravity or reinforced walls. It is available with a split or smooth finish.
Weight 39.5kg
Size L x W x H: 455mm x 300mm x 200mm
Exposed face area 0.091m2
CORNER BLOCK
Keystone corner block is used to create 90 degree corners. It is available with a split or smooth finish.
Weight 43.6kg
Size L x W x H: 455mm x 228mm x 200mm
Exposed face area 0.136m2
CAPS
Caps are available with a smooth top surface, and in split or smooth profiles.
Size L x W x H: 455mm x 267mm x 100mm - 25.9kg
Size L x W x H: 455mm x 228mm x 200mm - 43.5kg
Exposed face area 0.0457m2 - (100mm) Exposed face area 0.091m2 - (200mm)
SLIPS
Slips are used to face concrete or piled structures to provide continuity of appearance. Split face finish only
Weight 17.5kg
Size L x W x H: 455mm x 95mm x 200mm
Exposed face area 0.091m2
IvoryPewterYorkstone SandstoneFlint
Split
Smooth
Smooth
Smooth
Split
Split
Split
Standard Colours Alternative Colours
The reproduction of colour is as close as is possible within the photographic and printed processes. Where precise colour tolerances are vital, you are advised to view actual product samples. Whenever practical, blocks should be mixed from more than one pack.
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SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
SLOPE-LOC a straightforward dry lay block system for facing retaining slopes
Slope-Loc is ideal for aesthetic slopes and bankings
Flint
Yorkstone
Sandstone
Manufactured in accordance with EN 771-3:2011
Slope-Loc can be used domestically in garden retaining wall projects or on a larger scale in commercial applications for embankment repairs and situations where an aesthetic slope is required.
Key Benefits:
• Unique economical alternative to vertical retaining walls
• Fully professionally insured design
• All units less than 20kg
• Proven block/grid connection
• Choice of colours - bespoke colours available to special order
• Fast, efficient delivery
Slope-Loc is a stylish, modular, hard facing to soil slopes. It provides either a simple solution for low level gravity walls in the domestic DIY sector or an engineered solution for taller walls where an alternative to vertical walls is preferred.
Available in three standard colours:
SLOPE-LOC
The Slope-Loc system comprises dry laid, ribbed face concrete blocks, in combination with a HDPE geogrid, secured with a patented blue connector, offering enhanced strength characteristics that ultimately provides the ability to design and construct taller walls that can support high loadings.
Specification
Size L x W x H: 300mm x 245mm x 125mm
Face area 0.0375m2
Typical Cross Section:
1. Wall shall be founded upon Competent Foundation Soils.
2. Slope-Loc walls have been designed based on a 5kPa Surcharge.
3. Well graded stone fill assumed with the following geo-technical properties PHi pk=36o, Bulk Density = 20kN/m3.
PAGE 75
Build stage cross section showing geogrid and blue grid connector
Suitable for garden projects and large scale commercial applications
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SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS
BESPOKE PRODUCTS AND SERVICESTo complement our extensive product range we offer a bespoke manufacturing service. Our technical services department can assist with manufacture of products to meet your specific needs.
Whether you require fencing, copings, or virtually any of our product groups, purpose made items can be manufactured to your specification from small-scale individual products right through to large volume components. We work hard to ensure a fast turnaround and are used to working to challenging deadlines. Through our bespoke service we can help bring a sense of originality and individuality to your designs.
For more information please contact our technical service department for fencing, lintels or general building products on 01487 833300 and for Stepoc, Keystone, Slope-Loc and Floor Beams call 01795 433580.
NOTES
HELPING YOU TO UNDERSTAND YOUR DECLARATION OF PERFORMANCE
CE Marking and the provision of Declarations of Performance is a big change for the precast concrete industry. At Supreme
we get it right. We also want to ensure that the distributors of our products are meeting their legal obligations.
This poster provides a high level summary of the information your Declarations of Performance should and shouldn’t contain.
A common misconception is that a Declaration of Performance and a CE Mark are the same thing. This is not the case. It is incorrect to receive a Declaration of Performance which displays a CE Mark symbol so it is worthwhile checking yours to make sure it is correct.
A Declaration of Performance must contain the reference of the product type for which the Declaration of Performance has been drawn up. The performance of a product can differ depending upon its size; therefore at Supreme we have produced individual DoPs for each product.
The intended use of a product must be on the Declaration of Performance. Check yours to make sure it is.
The system the product is tested under has to be included along with the relevant European standard. If a system 1, 2+ or 3 then the name
to be included.
The essential characteristics for the declared intended use should be listed and at least one performance value provided. Refer to Table ZA.1 in the relevant European standard for these essential characteristics. This information can be missed or the wrong characteristic shown.
Declarations of Performance should be signed by a person in a position of responsibility within the manufacturing company.
DECLARATION OF PERFORMANCENo. P1000601. Unique identification code of the product type:
Prestressed Concrete Lintel - Textured FinishP1000602. Type, batch or serial number or any other element allowing identification of the construction product as required under Article 11(4) of the CPR:
Prestressed Concrete Lintel - Textured Finish Length, L (mm): 600P100: Profile, h x w (mm): 65 x 100 (h = lintel height)
3. Intended use or uses of the construction product, in accordance with the applicable harmonized technical specification, as foreseen by the manufacturer:
Intended use in masonry walls and partitions - to support loads over openings with a semi-structural role in the works (up to a maximum clear span of 3.3 m)
4. Name, registered trade name or registered trade mark and contact address of the manufacturer as required under Article 11(5):Supreme Concrete Limited Coppingford Hall, Coppingford Road, Sawtry, Cambridgeshire, PE28 5GP, UK
5. System of assessment and verification of constancy of performance of the construction product as set out in Annex V:System 3
6. In case of the declaration of performance concerning a construction product covered by a harmonized standard:EN 845-2:2013
Notified Body: BRE (Notified Body ID No. 0832) performed initial type testing under AVCP System 3 and issued test/ calculation reports: No. 258-597
7. Declared performance:
Essential CharacteristicsPerformance Harmonised
TechnicalSpecification
P100
EN 845-2:2013
Load bearing capacity:(based on 150mm bearing at each end) 85.33 kN/mProfile (height, h x width, w): 65 x 100 mm
Length: 600 mmMinimum built in length: 150 mmFailure Mode(s): Flexure & ShearDeflection at ⅓ load capacity:
0.15 mmWater absorption:1.6 g/m2.sWater vapour permeability:
5/15 μMass per unit area:NPD kg/m²Thermal resistance (thermal conductivity): 1.19 W/(m.K)Resistance to fire:R30 Durability (against corrosion):C2 Durability (against freeze/thaw):
Resistant Dangerous substances:None For geometrical data and load/span tables, see the Technical Documentation.Technical Documentation:Product CatalogueProduct technical file (LI)Website: www.supremeconcrete.co.uk8. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 7. This declaration of performance is issued under the
sole responsibility of the manufacturer identified in point 4.Signed for and on behalf of the manufacturer by:Signature:
Name: Richard LeePosition: Managing DirectorPlace: Coppingford Hall, PE28 5GP, UKDate: 9th September 2013
Date of download: 23/10/2013
.3333333 mmmm)
7
For more information about the introduction of Declarations of Performance and CE Marking including detailed information regarding essential characteristics for
individual product types please visit www.supreme-ce.co.uk
HELPING YOU TO UNDERSTAND YOUR DECLARATION OF PERFORMANCE
CE Marking and the provision of Declarations of Performance is a big change for the precast concrete industry. At Supreme
we get it right. We also want to ensure that the distributors of our products are meeting their legal obligations.
This poster provides a high level summary of the information your Declarations of Performance should and shouldn’t contain.
A common misconception is that a Declaration of Performance and a CE Mark are the same thing. This is not the case. It is incorrect to receive a Declaration of Performance which displays a CE Mark symbol so it is worthwhile checking yours to make sure it is correct.
A Declaration of Performance must contain the reference of the product type for which the Declaration of Performance has been drawn up. The performance of a product can differ depending upon its size; therefore at Supreme we have produced individual DoPs for each product.
The intended use of a product must be on the Declaration of Performance. Check yours to make sure it is.
The system the product is tested under has to be included along with the relevant European standard. If a system 1, 2+ or 3 then the name
to be included.
The essential characteristics for the declared intended use should be listed and at least one performance value provided. Refer to Table ZA.1 in the relevant European standard for these essential characteristics. This information can be missed or the wrong characteristic shown.
Declarations of Performance should be signed by a person in a position of responsibility within the manufacturing company.
DECLARATION OF PERFORMANCENo. P1000601. Unique identification code of the product type:
Prestressed Concrete Lintel - Textured FinishP1000602. Type, batch or serial number or any other element allowing identification of the construction product as required under Article 11(4) of the CPR:
Prestressed Concrete Lintel - Textured Finish Length, L (mm): 600P100: Profile, h x w (mm): 65 x 100 (h = lintel height)
3. Intended use or uses of the construction product, in accordance with the applicable harmonized technical specification, as foreseen by the manufacturer:
Intended use in masonry walls and partitions - to support loads over openings with a semi-structural role in the works (up to a maximum clear span of 3.3 m)
4. Name, registered trade name or registered trade mark and contact address of the manufacturer as required under Article 11(5):Supreme Concrete Limited Coppingford Hall, Coppingford Road, Sawtry, Cambridgeshire, PE28 5GP, UK
5. System of assessment and verification of constancy of performance of the construction product as set out in Annex V:System 3
6. In case of the declaration of performance concerning a construction product covered by a harmonized standard:EN 845-2:2013
Notified Body: BRE (Notified Body ID No. 0832) performed initial type testing under AVCP System 3 and issued test/ calculation reports: No. 258-597
7. Declared performance:
Essential CharacteristicsPerformance Harmonised
TechnicalSpecification
P100
EN 845-2:2013
Load bearing capacity:(based on 150mm bearing at each end) 85.33 kN/mProfile (height, h x width, w): 65 x 100 mm
Length: 600 mmMinimum built in length: 150 mmFailure Mode(s): Flexure & ShearDeflection at ⅓ load capacity:
0.15 mmWater absorption:1.6 g/m2.sWater vapour permeability:
5/15 μMass per unit area:NPD kg/m²Thermal resistance (thermal conductivity): 1.19 W/(m.K)Resistance to fire:R30 Durability (against corrosion):C2 Durability (against freeze/thaw):
Resistant Dangerous substances:None For geometrical data and load/span tables, see the Technical Documentation.Technical Documentation:Product CatalogueProduct technical file (LI)Website: www.supremeconcrete.co.uk8. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 7. This declaration of performance is issued under the
sole responsibility of the manufacturer identified in point 4.Signed for and on behalf of the manufacturer by:Signature:
Name: Richard LeePosition: Managing DirectorPlace: Coppingford Hall, PE28 5GP, UKDate: 9th September 2013
Date of download: 23/10/2013
.3333333 mmmm)
7
For more information about the introduction of Declarations of Performance and CE Marking including detailed information regarding essential characteristics for
individual product types please visit www.supreme-ce.co.uk
www.supreme-ce.co.uk
REF: POSCG2 JANUARY 2014 Copyright © Supreme
STEPOC Registered Trade Mark of Madeleina Geuns
KEYSTONE Registered Trade Mark of Keystone Retaining Wall Systems Inc
Strongcast is a semi-dry concrete with exceptional properties. Tests have shown that the crushing strength of Strongcast is considerably better than conventional wet-cast for load, deflection and compressive strength characteristics.
SupremeLite is a new innovative concrete mix design developed by Supreme Concrete to produce Lightweight Concrete products. The resultant products are up to 45% lighter and provide significant advantages in manual handling and transport. Concrete Slotted posts have been tested in accordance with BS EN 12839 and can be used either way up. The new style gravel boards have also been redesigned to provide easy handling and very low weight.
Evesham is the product for you where only the highest quality of fence post is required.
Smoothcast
Only Smoothcast from Supreme Concrete combines high quality raw materials and precision moulding technology for products of strength, durability and smooth finish.
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