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Page 1: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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Page 2: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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Page 3: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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Page 4: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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Page 5: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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�eramic��acade Structural System��!!����!�������$%#

Page 6: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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����������������� ��� ����� ��� �����

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�������������� !"!Joint

4750

L braket

dilatasyon /dilatation

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SS 54

737

Seramik Cephe Sistemi

1. � $%& ��� ��'�()����$*�'�+����� $,��%�& �'����-� $*,�'�!&! �$2 ���68��92�: ���*�$�� ��;$ $�<�����=���'�* $%& ���&����$"��>?6>'��� �*:;>';��@:?�'!�<�������?���%��-�&!�&$?�A��@:?�'!�<Clips are produced (thermal threatment,hardened) and made of German A-4 or American 316 quality stainless steel. All main andauxiliary (middle) clips are painted according to the ceramic colours.

2. �$&,���C: ;�D�C�;��E&:">*�C�%A�F�%��'&$@$'��68���-� !2,!"!';�'��,�:&D����,*$ �����-!*,!�)�;: �?!&!? �*> �'! �C�*�,9��� ���' ���%�& �'����: �� !;!�<�G>' ���* $%&�=��%�:D$ ��$'��?�'!&!���*> �'! �'�@�" �',!� ���' ��!�$-$'�;��6�-�� $;$�<����-$'�-$=$ ��$)�;9@� $'�&�% ����*!&�!��%�& �'����: �� !;!�<Because all system is designed within the pricaples of cold facade ,all the parts which will be used within the system must bestainless steel .All connection parts besides profiles, and clips must be stainless steel. The nails of the rivet and dowel pins must bestainless steel as well.

3. ��:D$ ���&����$* ��$'����&!';�'�68�9*,9* ��$�$-$'�*:?>�*�A=��=�?��&$?�A���,�� :*&� �'$�<Because the profiles appears between ceramicks they are anodised dark brown or mat black colour.

4. ��:D$ ��$'��*�?��$�;82����A!��&!';��,�2!?!C!�@��*�, ����������6�,$�$ �� $;$�<�H�';�*$�2�*$ ;��68�9 ;9"9�6$@$�%�:D$ ���������9&,�':*,� ��!';�'�$*$�=�?��I�%�:D$ $'�>�>' >">'��68���;�A��������-:*�%��-$' ��&�@$, �'$�<� ,�':*,� ��!�$&��@�* ��;� $"$';�'�������@�" �'���*��2�"!�6�' �2��&$�&�" �'!�<�E�������F

The connection side of the profiles should be leveled exactly same level with the floor and carrying anchorages. Profiles can be fixed with two or more rivets on the top side,dependingon the length of the profile.Bottom sides of the profiles should be fixed within the I canal toabsorb the expansion. (See the drawing 1)

5. ��2�;��� ��$)�;�����?���%��-� ��!? ����=�?��������?�� �'!�<��������G>�;��� ����-!*�*� ���*�@$'��$ ��C�%A��@:2 >">'>'�A�=� �'��&!��������&�" ��)�@>�&�?�;��*:';�'&�&?:'��'6� �'�C�*,$�<�E�������F

The joint part of the Stones should be positioned by joint adjustment parts between 6-8 mm.These joints should be kept open position in order to vantilate the the gap between facade andthe buildingto avoid the condansation. (See the drawing 2)

6. G��*�, ���;82�';$*,�'�&:'���@$'��;>=�� ��!�,�2?9'9�=�?����������&,?�:D:���� ��*�% �'!�<�G>��� ����'$'�*� !' !"!�?�%!;����������$&,�'$ �'�!&!�6�-$2�*�,�&�?!&!'��68���@� $� �'$�<

After fixation of the brackets , the outside wall of the building is covered by choosen isolationmaterial (rockwool or styrofoam). The thicness of the material is related with the needed isolation standarts of the building.

7. ��:D$ ��� ��6&$�M)N�����E��M�+��NF�: �� !;!�<All Aluminium profiles must be the fallowing standarts ALMGSI 0,5 , F 22 , AA 6063-T5

8. H�,�?�=��;92�?�;��� ��$'�@$'�;��;9�69'�: ���*�;�=����;�@$ ��&$��������$-$'�@��*�, ���-�*! ��;�'�=��;92�?�%�:D$ ���*:'��;�'�8'C��*:, ��!'��������8 -9��� �, ��$? ��@� $� �'��&$�2��,,!�<

The levels must be checked ,positioned and marked within certain measurement devices before the installation of the anchoragesto continiou arraund the building for a propar application.

9. ��'C�����-!* !* ��!�: �'�?�� ��;�)�A��%>2,��=��@$,$2 ��;��?� !,!�����@��'!�*> �'! �� !;!�<Isolation membrane should be used on the gaps ,ends of the Windows and coping.

L bracket

Drawing 1

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Page 7: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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q

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a =

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cmL

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0 cm

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Yf =

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00 <

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��W

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�Y

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521.

4

E.f

Jx =

4

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50. 1

200,

0052

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0000

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Jy =

2,9

6 cm

4

738

120

cm12

0 cm

40 cm

60 c

ma

a

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SS 54Seramik Cephe Sistemi

Page 8: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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300

L ANA BRAKET

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MONTAJ SIRALAMASIMOUNTING PROCESSING

1. ����*�,����&!';��;82����A!��&!'�)��'��@��*�, ��;9@� �'$�<����'��@��*�,����&!'�������@��*�, ���*> �'! !��<G��*�, ���?�%! �'�&,�,$*�A�&�@��68���@� $� �'$�<Between every floor with the level of the flooring ,mainanchorages are plugged.Auxiliary (middle) ancorages is usedbetween the main ones. Anchorages are selected accordingto statical calculation.2. 4750 =�?��;$"���;$*���%�:D$ $�@��*�,���:',���;$ $�<4750 or other transom profile is connected with anchorage.3. ����,�2�$-$'�(��;�,��������* $%&�=�����;�,��+�D>6��� ���'!�*> �'! !�<����$&��� ,�,�2!'�� ,�':*,�&!'��,�*! !�<For every cyramic ,please use 4 pcs auxiliary clips and 2 pcs K3 spacing adjustment part.4. ��2 ����'�� ,,�'�@�2 �?���*�?>*��!?��8����* monte edilir.Ceramics are fixed starting fro bottom towards up (top) oneby one.������H�%!;�*$�6$�$',$�-!*!',! ��)�-�2$, $��-!* !* ��);8'92 ���=��?�%!�C�%A�&$';�*$��$���$�A���*�, ��)A�&�% ��!��,*$ ��<PS:The calculation is affected by architectural design, allconcave and convex sides ,gaps nad turns of the building.

Malzemenin CinsiDescrition of Materials

BirimUnit

MiktarQuantity

ToplamTotal

- 4750 Dikme ProfiliMullion

0,950 kg/m 12,6 m (4,2x3) 11,97 kg

-120 x 250 Ana BraketMain Anchorage

3 ad (pcs) 1 ad 3 ad -120 x80 Ara BraketAuxiliary Anchorage

3 ad (pcs) 1 ad 3 ad -K1 Alt KlipsUnder Clips

4 ad (pcs) 1 ad 4 ad -K2 Ara KlipsAuxiliary Clips

4 ad (pcs) ���,�2 112 ad-K1=104 ad���+�������>6��� ���'!Spacing adjusment part

2 ad (pcs) ���,�2 56 ad

��()��u�N����S�'$2���D���:%����-$'E��G��*�, ��;��*> �'! !�<FAlu Rivet

L Ana braket3x3=9 ad

L Ara braket3x1=3 ad

9+3 12 ad

��()M�u�M���� 9<��:%����-$'Alu Rivet K1+K3 4+56 60 ad

��v� $*��9@� �E��& �'���FStainless Steel Bolt

L Ana braket3x3=9 ad

L Ara braket3x1=3 ad

9+3 12 ad

-Epil 60 EPDM Fitil Gasket 12.6 m ��&!�� 25.20 m

Analaysis for 30*60 mm ceramicAnalaysis are considered for 5,05 M2

Page 9: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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Page 10: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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Page 11: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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L BRAKETLER

L B

rake

t 160

x250

L B

rake

t 120

x250

L B

rake

t 80x

250

��H

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54X80 LNo : 4747 No : 4748 No : 4749

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Page 12: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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Page 13: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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&!*!2,!����D$,$ $

4750�+��>6��� ���'!

K2 Ara Klips

%�& �'����%:%�%��-$'()��u��N����6�'$2�*�D�

()M�u��M����� 9<

Epil 60

%�& �'����%:%�%��-$'

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850

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95

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Page 14: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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4954

Epil 60

4955

4751

Epi

l 60

veya foamboard )E�D: ?: >�?9*&�*�;�'&$,� $�,�2?9'9

�����

��

��

�+��>6��� ���'!

K2 Ara Klips

&!*!2,!����D$,$ $Epil 60

()��u��N����6�'$2�*�D�%�& �'����%:%�%��-$'

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8 50 80����?��68���;�"$2�'�*� !' !*,�

Page 15: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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��

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L Ana Braket

E�D: ?: >�?9*&�*�;�'&$,� $�,�2?9'9

4956

ÖLÇEK : 1/2

���

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K2 Ara Klips

%�& �'����%:%�%��-$'()��u��N����6�'$2�*�D�

&!*!2,!����D$,$ $Epil 60

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Page 16: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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K2 ARA KLIPS����������

� ��������������������

L BRAKET

���������� ���������������!���""� # � ��$�%�����"#%����&����'

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Page 17: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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Page 20: S S‡K-CEPHE.pdfseramik cephe sistemi 8\duó 3urilo dáóuoónoduópó] whruln roxs whvolp dqóqgdnl wduwópó] jh©huolglu :duqlqj wkh zhljkwv ri suriloh lv wkhruhwlfdo zhljkwlqj

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