AAC.

www.nuhyapi.com.tr

AAC

COMPANIES UNDER NUH GROUP

- 1959 - Nuh Ticaret ve Sanayi A.Ş. - 1966 - Nuh Çimento Sanayi A.Ş.

- 1969 - Ünye Çimento (1996- 40 % affiliate - Ünye/Turkey) - 1977 - Çimpaş Çimento ve İnşaat Malzemeleri Pazarlama A.Ş. - 1979- Çim-Nak Taşımacılık Ltd. Şti.

- 1993 - Nuh Çimento Eğitim ve Sağlık Vakfı - 1995 - Nuh Beton A.Ş.

- 1995 - Nuh Yapı Ürünleri ve Makina Sanayi A.Ş. - 1997 - Nuh Gayrimenkul İnşaat A.Ş.

- 1997- Navig Holding - Trade B.V. (Holland) - 1998 - Nuh Enerji Elektrik Üretim A.Ş. - 2000 - Cementos Esfera S.A. (10 % - Spain)

- 2006 - Nuh Enerji Elektrik İthalat İhracat ve Toptan Tic. A.Ş. - 2008 - Kovcheg LTD. (50 % - Russia)

- 2008 -Torgoviy Port LTD. (50 % - Russia) - 2008 - Nuh Cement B.G. (50 % - Bulgaria)

AAC

COMPANY HISTORY

Established november 24, 1995, Nuh Yapı Ürünleri ve Makine Sanayi A.Ş. was handed over manufacturing facilities from Nuh Çimento San.A.Ş. in May 14, 1998.

- Lime - AAC - AAC Mortar - Machinery Factory

PHYSICAL PROPERTIES

AAC CLASS UNIT WEIGHT (Kg/m3) AVERAGE COMPRESSIVE STRENGTH

(Kg/cm2)

THERMAL CONDUCTIVITY VALUE

λh (W/mK)

EN 1745 TS 825

G2/350 350 23 0,09 0,11

AAC DENSITY CLASSES ACCORDING TO DIN STANDARDS

DENSITY CLASSES 300 350 400 450 500 550 600

DRY DENSITIES

(Kg/m3) > 250 - ≤ 300 > 300 - ≤ 350 > 350 - ≤ 400 >400 - ≤ 450 > 450 - ≤ 500 > 500 - ≤ 550 > 550 - ≤ 600

AAC in general is produced in different density classes. Today, most of the AAC production throughout the world is mainly constituted of 400 kg/m3 density blocks. Nuh Gazbeton is only one of the few producers of 350 kg/m3 density class in the world.

Advantages of eko-blok;

√ Lowest thermal conductivity values

√ Less wall thicknesses

√ Less dead-loads

√ Larger building spaces

√ Saves money during transportation

√ Less wall costs.

Nuh Group is the warranty of quality and experience of the Turkey construction sector. The latest production of Nuh Yapi is the AAC at standards of EN 771-4. AAC is a porous wall material which is a basic mixture of silica aggregate, lime and cement as well as aluminium powder to provide porous substance. The mixture is horizontaly and verticaly cut through by wires and the cake is hardened by steam cure.

AAC TECHNICAL VALUES

CLASS G2/0.35 G2/0.40 G3/ 0.50 COMPRESSIVE STRENGTH (N/mm2) 2.3 2.5 3.5 DRY DENSITY (Kg/m3) 350 400 500 SHRINKAGE (mm/m) 0.1 – 0.2 0.1 – 0.2 0.1 – 0.2 POROSITY

% 86 84 80 THERMAL CONDUCTIVITY λ ( W/mK) 0.09 0.11 0.13

GAZBETON

AAC

AAC PRODUCT PROPERTIES

CLASS Dry Unit Weight

(Kg/m3) Unit Weight in Storage* (Kg/m3) Average Compressive Strength (Kg/cm2 / N/ mm2) Thermal Conduc-tivity Value (W/mK) EN 1745 Thermal Conduc-tivity Value (W/mK) TS 825 Shrinkage (mm/m) Average Modulus of Elasticity (Kg/cm2 ) G2/350 350 490 23/ 2,3 0,09 0,11 ort. 0,10 11,000 G2/400 400 560 25 / 2,5 0,11 0,13 ort. 0,10 12,500 G3/500 500 700 35 / 3,5 0,13 0,16 ort. 0,10 15,000

AAC PRODUCT TYPES

CERTIFICATE OF QUALITY

CERTIFICATE OF QUALITY

SIZE (mm) DRY DENSITY (Kg/dm3) COMPRESSIVE STRENGTH (N/mm2) SHRINKAGE (mm/m) DIMENSIONAL ACCURACY (mm) G2 / 0.35 AA C* 600 x 250 x 75 0,30 - 0,35 Ort. 2,3 Maks. 0,2 ± 1 - 1,5 600 x 250 x 85 600 x 250 x 100 600 x 250 x 125 600 x 250 x 135 600 x 250 x 150 600 x 250 x 175 600 x 250 x 200 600 x 250 x 250 600 x 250 x 300 G2 / 0.40 AA C* 600 x 250 x 75 0,35 - 0,40 Min. 2,5 Maks. 0,2 ± 1 - 1,5 600 x 250 x 85 600 x 250 x 100 600 x 250 x 125 600 x 250 x 135 600 x 250 x 150 600 x 250 x 175 600 x 250 x 200 600 x 250 x 250 600 x 250 x 300 G3 / 0.50 AA C* 600 x 250 x 75 0,45 - 0,50 Min. 3,5 Maks. 0,2 ± 1 - 1,5 600 x 250 x 85 600 x 250 x 100 600 x 250 x 125 600 x 250 x 135 600 x 250 x 150 600 x 250 x 175 600 x 250 x 200 600 x 250 x 250 600 x 250 x 300

AAC PRODUCT TYPES

CERTIFICATE OF QUALITY

PROFILE WALL BLOCKS

PRODUCT DIMENSIONS (mm)

Thicknesses 100 125 150 190 200 250 300

Height 250

Length 600

Product Classes G2/350 - G2/400

PRECISION BLOCKS

PRODUCT DIMENSIONS (mm)

Thicknesses 75 85 100 125 135 150 175 200 250 300 325 350 375 400

Height 250

Length 600

AAC PRODUCT TYPES

AAC PRODUCT TYPES

INFILL BLOCKS

PRODUCT DIMENSIONS (mm)

Thickness 250

Height 400

Length 600

Product Classes G2/350 - G2/400

INSULATION PLATES

PRODUCT DIMENSIONS (mm)

Thicknesses 75 85 100

Height 250

Length 600

AAC PRODUCT TYPES

AAC PRODUCT TYPES

LINTEL

Lintel Dimensions _(mm) Average Compressive Strength

(Kg/cm2) Safety Coefficient Thicknesses 100 125 135 150 200 250 35 Min. 2 Height 250 Length 1000-1500-2000-2500-3000-3500-4000 Product Class G3/500

* According to earthquake regulations each of the support distance of the window and door lintels does not less than 15% of the openings and not less than 200 mm

SUPPORT DISTANCE OF

LINTELS

Openings (mm) distance Min.support (mm) Lintels Length (mm) 800 200 1200 1000 200 1400 1200 200 1600 1500 225 1950 1800 270 2340 2000 300 2600 2500 375 3250

COMPARISON OF U VALUES

AAC GLUE MORTAR

CONSUMPTION QUANTITIES FOR

AAC GLUE MORTAR

Wall Thicknesses (mm) Glue Mortar Quantity (Kg/m2)

100 1,50 125 1,88 135 2,00 150 2,25 175 2,63 200 3,00 250 3,75 300 4,50

THIN LAYER (T) READY MASONARY MORTAR

Compressive Strength Category M 5

Initial Shear Strength 0,30 N/mm2

Chloride Contents max. 0,01 Cl %

Reaction to Fire Class A1

Water Absorption 2 kg/m2 0.5 minute

Water Vapour Permeability μ 5/20

Thermal Conductivity 0,54 W / mK _{λ10 dry}

AAC Glue Mortar is produced according to TS EN 998-2. AAC Glue Mortar is come out to the market in 25 kg bag.

COMPARISON OF U VALUES

AAC GLUE MORTAR

* Grey cells not comply the standards

U values (W/m2K) for AB class bricks external wall at

550 kg/m3 density within TS 825 (7.1.3.2)

STANDARD U Product Dimensions 11,5 14,5 19,0 24,0 REGION 1 0,7 1,68 1,41 1,14 0,94 REGION 2 0,6 1,68 1,41 1,14 0,94 REGION 3 0,5 1,68 1,41 1,14 0,94 REGION 4 0,4 1,68 1,41 1,14 0,94

Duvar Kalınlıkları

U values (W/m2K) for AAC external walls at 400 kg/m3

density within TS 825 (7.3.2))

STANDARD U Product Dimensions 7,5 10,0 12,5 15,0 17,5 20,0 22,5 25,0 27,5 30,0 32,5 35,0 37,5 40,0 REGION 1 0,7 1,34 1,06 0,88 0,76 0,66 0,59 0,53 0,48 0,44 0,40 0,37 0,35 0,33 0,31 REGION 2 0,6 1,34 1,06 0,88 0,76 0,66 0,59 0,53 0,48 0,44 0,40 0,37 0,35 0,33 0,31 REGION 3 0,5 1,34 1,06 0,88 0,76 0,66 0,59 0,53 0,48 0,44 0,40 0,37 0,35 0,33 0,31 REGION 4 0,4 1,34 1,06 0,88 0,76 0,66 0,59 0,53 0,48 0,44 0,40 0,37 0,35 0,33 0,31

U values (W/m2K) for AAC external walls at 350 kg/m3

density within TS 825 (7.3.2)

STANDARD U Product Dimensions 7,5 10,0 12,5 15,0 17,5 20,0 22,5 25,0 27,5 30,0 32,5 35,0 37,5 40,0 REGION 1 0,7 1,17 0,93 0,77 0,65 0,57 0,50 0,45 0,41 0,37 0,35 0,32 0,30 0,28 0,26 REGION 2 0,6 1,17 0,93 0,77 0,65 0,57 0,50 0,45 0,41 0,37 0,35 0,32 0,30 0,28 0,26 REGION 3 0,5 1,17 0,93 0,77 0,65 0,57 0,50 0,45 0,41 0,37 0,35 0,32 0,30 0,28 0,26 REGION 4 0,4 1,17 0,93 0,77 0,65 0,57 0,50 0,45 0,41 0,37 0,35 0,32 0,30 0,28 0,26

COMPARISON OF U VALUES

COMPARISON OF U VALUES

* Grey cells not comply the standards

TS 825 (7.4.3) kapsamındaki 450 kg/m3 yoğunlukta DDB türü doğal bims

betonlar için dış duvar için U değerleri

(W/m2K)

STANDARD U Product Dimensions 9,0 10,0 15,0 19,0 25,0 REGION 1 0,7 1,78 1,65 1,22 1,00 1,00 REGION 2 0,6 1,78 1,65 1,22 1,00 1,00 REGION 3 0,5 1,78 1,65 1,22 1,00 1,00 REGION 4 0,4 1,78 1,65 1,22 1,00 1,00

U values (W/m2K) for W class bricks external wall at

550 kg/m3 density within TS 825 (7.1.4.2)

STANDARD U Product Dimensions 11,5 14,5 17,5 19,0 24,0 30,0 REGION 1 0,7 1,29 1,07 0,92 0,85 0,70 0,57 REGION 2 0,6 1,29 1,07 0,92 0,85 0,70 0,57 REGION 3 0,5 1,29 1,07 0,92 0,85 0,70 0,57 REGION 4 0,4 1,29 1,07 0,92 0,85 0,70 0,57

COMPARISON OF U VALUES

COMPARISON OF U VALUES

AAC 35 0 AAC 40 0 BIMS AAC 35 0 AAC 40 0 BIMS BRICK AB BRICK W AAC 35 0 AAC 40 0 BRICK AB BRICK W AAC 35 0 AAC 40 0 BIMS AAC 35 0 AAC 40 0 BRICK W BRICK AB BRICK W BIMS AAC 35 0 AAC 40 0 AAC 35 0 AAC 40 0 BRICK AB BRICK W AAC 35 0 AAC 40 0 BIMS AAC 35 0 AAC 40 0 AAC 35 0 AAC 40 0 BRICK W AAC 35 0 AAC 40 0 AAC 35 0 AAC 40 0 AAC 35 0 AAC 40 0 AAC 35 0 AAC 40 0 0,00 0,20 1,40 0,10 1,00 1,20 1,10 1,30 1,80 1,60 1,90 1,50 1,70 0,40 0,30 0,80 0,60 0,90 0,50 0,70 0,00 7,5 9,0 10,0 11,5 12,5 14,5 15,0 17,5 19,0 20,0 22,5 24,0 25,0 27,5 30,0 32,5 35,0 37,5 40,0

THICKNESSES OF THE MATERIALS

(W/m2K) VALUES OF DIFFERENT MATERIALS THROUGH

CLIMATE REGIONS

LIMIT V AL UES OF THE REGIONS (W/m 2K) REGION LIMIT 1 REGION LIMIT 2 REGION LIMIT 3 REGION LIMIT 4 0,00 0,05 0,25 0,30 0,10 0,20 0,15

COMPARISON OF DIFFERENT WALL MATERIALS IN DENSITY AND THERMAL CONDUCTIVITY VALUES DENSITIES ( kg/m3) THERMAL CONDUC TIVIT Y V AL UES (W/mK) 550 550 350 7.3.2 AAC 400 7.3.2 AAC 450 450

THERMAL RESISTANCE

AAC WALL THICKNESSES THROUGH THE CLIMATE REGIONS

(EXTERNAL WALLS)

U WALL (W/m2K) REGION 1 0,70 REGION 2 0,60 REGION 3 0,50 REGION 4 0,40

AAC WALL THICKNESSES THROUGH THE

CLIMATE REGIONS

(EXTERNAL WALLS)

REGION 1 REGION 2 REGION 3 REGION 4

G2/400 17,5 20,0 25,0 32,5

A study conducted by İstanbul Technical University shows the minimum required wall thicknesses of eko-blok and G2/400 AAC blocks through the four climate regions described in TS825.

REGION 1 REGION 2 REGION 3 REGION 4

СОПРОТИВЛЕНИЕ ТЕПЛОПЕРЕДАЧИ

THERMAL RESISTANCE

AAC WALL THICKNESSES THROUGH THE CLIMATE REGIONS

(EXTERNAL WALLS)

* Thermal Resistance Value (R) For 350 kg/m3 Density ** Thermal Resistance Value (R) For 400 kg/m3 Density *** Thermal Resistance Value (R) For 500 kg/m3 Density

It is accepted as inner walls 10 mm gypsum plaster and external walls 20 mm cement based plaster in the calculations.

R Value

MATERIAL DRY DENSITY (Kg/m3) THERMAL CONDUCTIVITY (W/mK) THICKNESSES (mm) THERMAL RESISTANCE VALUES

(m²K/W)* G2/350* 350 0,11 100 1,11 125 1,34 150 1,57 175 1,79 200 2,02 250 2,47 300 2,93 G2/400** 400 0,13 100 0,97 125 1,16 150 1,36 175 1,55 200 1,74 250 2,13 300 2,51 G3/500*** 500 0,16 100 0,80 125 0,95 150 1,11 175 1,26 200 1,42 250 1,73 300 2,05

SOUND INSULATION VALUES

FIRE RESISTANCE VALUES

BUILDING FLOORS

(NUMBER OF FLOORS)

CONSTRUCTION MATERIALS BUILDING FLOORS (NUMBER OF FLOORS)

≥ 2 ≥ 3 – 5 > 5 HIGH RISE BUILDING

LOADING AND RIGID

WALLS-SUPPORT-COLUMN F30 - B F90 - A F90 - A F120-A (> h :60 m )F90 -A (< h : 60 m )

NON LOADING EXTERNAL WALLS En az B2 A veya F30 - B A veya F30 - B A или F90 - AB

FLATS AND SEPERATING WALLS BETWEEN

SPECIAL ROOMS F90 - A F90 - A F90 - A F90 - A

FIRE WALLS AND SPECIAL BOUNDARY

WALLS F30 - A F90 - A F90 - A F90 - A ( < h :60 m )

AAC FIRE RESISTANCE

FIRE RESISTANCE CLASS

MIN. WALL THICKNESSES ACCORDING TO FIRE (mm)*

F30 F60 F90 F120 F180

NON LOADING WALLS

(WITHOUT PLASTER) 75 75 100 115 150

NON LOADING WALLS

(BOTH SIDE WITH PLASTER) 50 75 75 75 115

* Defined values are in DIN 4102– 4 .

Fire Class Resistance Periods _(minute)

F- 30 30-59

F- 60 60-89

F- 90 90-119

F- 120 120-179

F- 180 180 and above

Resistance Periods to the Fire of the Materials

Loading walls and Columns in the buildings which are more than two floors should be constructed as F90-A class in terms of Fire safety Fire walls of interior walls and adjoining buildings are should be designed minimum 90 minute resistance to the fire.

Nuh AAC is A1 class and non-combustible wall material.

SOUND INSULATION VALUES

FIRE RESISTANCE VALUES

SOUND RESISTANCE VALUES OF NUH AAC WALL BLOCKS

ACCORDING TO DIFFERENT DENSITIES*

CLASS DENSITY_(Kg/m3) THICKNESSES _(cm) WEIGHT _(Kg/m2) R VALUES _(dB)

G2 350 10 35 32 15 52 36 20 70 39 25 87 42 30 105 44 G2 400 10 40 33 15 60 38 20 80 41 25 100 43 30 120 46 G3 500 10 50 36 15 75 40 20 100 44 25 125 46 30 150 48

PALLET DIMENSIONS

PALLET TABLE

BLOCK DIMENSIONS

(cm) PCS M³ M² WIDTH (cm) LENGTH (cm) HEIGHT (cm)

HEIGHT INC. PALLET (cm) PALLET WEIGHT ( kg) 60 25 7,5 96 1,080 14,40 75 120 120 130 572 8,5 84 1,071 12,60 119 129 567 10 72 1,080 10,80 120 110 572 12,5 60 1,125 9,00 125 135 595 13,5 54 1,0935 8,10 121,5 131,5 580 15 48 1,080 7,20 120 130 572 17,5 42 1,103 6,30 122,5 132,5 583 20 36 1,080 5,40 120 130 572 25 30 1,125 4,50 125 135 595 30 24 1,080 3,60 120 130 572 INFILL DIMENSIONS 60 40 25 18 1,080 4,32 120 130 572

STANDARD pallet dimensions 120 cm x 75 cm * Class G2/400

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