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| | | VERTICAL SECT ON | | USEFCR PARTITI CNS incorporation of stiffeners according to the table supplier | | |
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| | | I N STA LLATI O N | | |
| | | HIGH packing with cement mortar | | |
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| | | mm | | mm | | |
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| | | WEGHT BEARING WALLS The wall should be built using traditional cement mortar at 350 kg of cement CPA per cubic meter of dry sand; the garden bricks must mandatorily be positioned in cross joints (pointing should be done with ready-to-use adhesive mortar), respecting a certain height and distance between stiffeners: | | |
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| | | mm o o o o o o | | |
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| | | cement mortar cork footing LOW | | |
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| | | dimensions in mm | | |
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| | | 27 X 14 X 7 CM ACOUSTIC BRICK | | |
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| | | | | | | | | | | | S maxi | H maxi | | | | Value limit stiffeners | 18 nf | 3,50 m | | | | | | | | | | |
| | | Diagram 1 | | |
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| | | 300 | | |
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| | | S = Wall surface between stiffeners H = Height between stiffeners CO/ERNQDOUBLE WALL Used as a covering for an exterior concrete wall or for an interior wall, Acoustic Bricks can be placed with either vertical straight or cross joints (joined with cement mortar with 350 kg of cement CPA per cubic meter of dry sand), the bricks attached to the wall by steel pins (05 mm) with 3 or 4 attachments per cubic meter. Pointing can be done with adhesive mortar of various colours SELF-BEARING WALL (case of brick 30x20x12 or 30x15x12) > Bricks built with traditional mortar with straight or cross joints will fill in the whole post/beam (metal or concrete). > It is possible to use 8 x 8 section inscribed in the brick to grout vertical stiffeners (after having taking out the insulation). Acoustic Brick was also tested by VERITAS (test dated 27/06/96) according to NF S 31.089 standard; test report is available on demand. TESTS_ Acoustic absorption performance tests (alpha sabine), carried out in reverberating room, conform to the new acoustic regulation. (see Acoustic Regulation pages 122 and 123). | | |
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| | | 0„0 nO„C n0„O | | |
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| | | cross-joint bonding this bonding can also be used for straight joints | | |
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| | | A-A Section | | |
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| | | possbility of incorporating a renforced concrete pillar of section 80x80 mm 20 X 30 X 12 CM ACOUSTIC BRICK | | |
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| | | Diagram 2 ACCUStC character ST cs ALPHA SABNEABSCRPTCN (reverberating room) NFS31.003 | | |
| | | Graph.1 | | |
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| | | 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 | | |
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| | | OLDOOOLDOOOOOOOOOOOO °?!;°8rlcoS8888rl888£88 *-*-*-CNirNico^rir> Frequency Hz aW = 0,65 (M) ALPHA SABNE Values - LGA Test n20.003.507 of 00- 01-24 - NFS 31003 - EN 20.354 | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | FFeqjency Hz | 100 | 125 | 160 | 200 | 250 | 315 | 400 | 500 | 630 | 800 | 1000 | 1250 | 1600 | 2000 | 2500 | 3150 | 4000 | 5000 | | | | ALPHASat 0° in dB per third of an octave | 0,19 | 0,13 | 0,24 | 036 | 0,43 | 0,60 | 0,79 | 0,89 | 0,90 | 0,93 | 0,93 | 090 | 0,82 | 0,69 | 0,57 | 0,52 | 0,45 | 0,45 | | | | | | | | frequency Hz per octave band | | 125 | | 250 | | 500 | | 1000 | | 2000 | | 4000 | | | | | Alpha L per octave band calculated following ISC | | 0,187 | | 0,463 | | 0,860 | | 0,920 | | 0,693 | | 0,473 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | ACOUSTIC CHARACTER STICS | | |
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| | | Graph 1 | | |
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| | | www.terrealfacade.com | | |
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