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| | | external side | | |
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| | | APPLI CATI ON S | | |
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| | | Load-bearing walls for community centres, workshops, amphitheatres, gymnasiums, all premises requiring acoustic correction. (see Acoustic regulation pages 122 and 123). Self-bearing anti-noise architectural screens ensuring continuous phonic insulation as required in the "recommendations' in the specifications of the CETUR CONSTRUCTION OF AN ANTI-NOISE WALL FOR A MOTORWAY In order to resist to the force of the wind, cavities can be reserved during construction in order to permit pouring small posts in reinforced concrete which ensure stability (two 9 x 9 cm cavities). During the construction of the anti-noise wall for the "Western Freeway" in Toulouse, a stability test, supervised by SCCCTEC determined a permissible thrust due to wind of 300 kg/m3 (test conducted with a 9 x 9 cm post reinforced with 2TI0). (see diagram 4). | | |
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| | | 59,6 internal side CROSS SECTION | | |
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| | | Diagram 1 | | |
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| | | female joint side 12 | | male joint Sde 12 | | |
| | | 14 | | 10 | | 10 | | 14 | | |
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| | | °o° °o° °o° °o° °o° °o° °o° °o° o o | | |
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| | | T220 75 r23 76 r23 78 r251 78 r23 76 '23 55 1 25 1 25 holes across the whole width of the product dimensons in mm | | |
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| | | PERFORATIONS DETAILS | | |
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| | | Diagram 2 | | |
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| | | AMB Characteristics | | |
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| | | | | | | | | | Tolerance | - Dmensional: heght + or - 1 cm; length + 0,2 - 0.4 cm. - sag: maximum over the length measured at 2 cm from the ends: 0.5 cm - beveling: on the extremity of 60 cm: 0.8 cm. | | | | Frost-resi stance | Loss of weight not greater than 1% after accelerated ageing tests conducted according to the NF P 13.301 standard. | | | | Crushing resistance | - compared to the raw section, on a section 30 cm high: 100 bars. - admissble load on the wall: 15 tons/lm. | | | | Conventional expanson | - in autoclave: 1 mm/m. | | | | Wter absorption | - less than 5% | | | | Fibrous insulation | | | | | Raction to fire | M0 Cassfication | | | | | | | | | |
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| | | > All the terracotta façade solutions | | |
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