Reinforcement Works and QC - EOQ
Reinforcement Works and QC - EOQ
Reinforcement Works and QC - EOQ
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REINFORCEMENT WORKS AND QUALITY CONTROL WHICH WERE<br />
PERFORMED IN 24 SCHOOLS IN ĐSTANBUL IN THE SCOPE OF THE ĐSMEP<br />
PROJECT<br />
Due to the usage of the construction equipment which are not in compliance with the<br />
applicable st<strong>and</strong>ards, the unqualified operators violating the technical operation st<strong>and</strong>ards, the<br />
insufficiency of the audits in time <strong>and</strong> completeness; the construction of the concrete<br />
structures cause losses of life <strong>and</strong> property just as in 1998 Ceyhan Earthquake <strong>and</strong> 1999 Đzmit<br />
Earthquake.<br />
As a consequence of the loss adjustment works which were performed following the main<br />
earthquakes experienced in Turkey; it is detected that large scale damages have occurred also<br />
in the public buildings.<br />
Therefore, building reinforcement projects have been implemented in order to make the<br />
educational buildings throughout Turkey to become more safe against the earthquakes.<br />
In this scope; the building reinforcement works of 24 schools with 80.000 m 2 are in ĐSMEP<br />
project have been performed by Ilgaz Đnşaat by the year 2009. .<br />
In the reinforcement projects for the educational buildings;<br />
a- The compliance of the iron equipment, epoxy resin adhesive <strong>and</strong> repair ingredients,<br />
concrete chemicals which improve adherence between new <strong>and</strong> old concrete,<br />
aggregate which is used for producing concrete, cement, concrete chemical <strong>and</strong><br />
concrete mix water to the applicable st<strong>and</strong>ards are detected through the laboratory<br />
tests <strong>and</strong> these materials were started to be used.<br />
b- Each phase of application is controlled by quality control audits <strong>and</strong> the performance<br />
of the productions pursuant to the st<strong>and</strong>ard <strong>and</strong> specification criteria is ensured.<br />
c- In the scope of reinforcement; C30 norm automatic settlement concrete is used <strong>and</strong> the<br />
concrete pressure resistance results are controlled by assessment pursuant to the ACI<br />
criteria.<br />
d- After completing the reinforcement works <strong>and</strong> following the completion of the<br />
restoration works required for the usage of these structures as educational buildings;<br />
these buildings are started to be used in the educational services.<br />
In the scope of the performed reinforcement works;<br />
• 800 tons of iron in various sizes pursuant to the TS 708; <strong>and</strong><br />
• 5000 m 3 C30 class automatic settlement concrete pursuant to the TS EN 206-1 are<br />
used.
DETAILS OF THE TEXT OF COMMUNIQUE<br />
The following issues shall be taken into consideration in the communiqué which will be<br />
presented.<br />
• The brief chronology of the earthquakes experienced in Turkey.<br />
• Previous conditions of the school buildings in the scope of the ĐSMEP Project before<br />
the reinforcement works.<br />
• Phases of the performed reinforcement works; laboratory test results concerning the<br />
compliance of the used materials to the Turkish St<strong>and</strong>ards <strong>and</strong> assessment pursuant to<br />
the st<strong>and</strong>ards.<br />
• Tests on construction site <strong>and</strong> quality control activities which were performed in order<br />
to determine the compliance of application to the specifications.<br />
• The quality control activities which were performed during the restoration works after<br />
the completion of the reinforcement work.<br />
B- The Turkish St<strong>and</strong>ards which were applied to the <strong>Reinforcement</strong> Work <strong>and</strong> which will be<br />
referred in the communique:<br />
• TS EN 206 – 1<br />
• TS 706 EN 12620<br />
• TS 707<br />
• TS 708<br />
• TS 802<br />
• TS 1247<br />
• TS 1248<br />
• TS 2941<br />
• TS 3260<br />
• TS 3261<br />
• TS 3351<br />
• TS 3526<br />
• TS 3527<br />
• TS 3530 EN 933–1<br />
• TS 3624<br />
• TS EN 197 – 1<br />
• TS EN 1008<br />
• TS EN12350 – 1<br />
• TS EN12350 – 2<br />
• TS EN12350 – 7<br />
• TS EN12390 – 3