{"id":5930,"date":"2026-09-05T11:35:00","date_gmt":"2026-09-05T08:35:00","guid":{"rendered":"https:\/\/cepas.com.tr\/?p=5930"},"modified":"2026-11-05T11:49:54","modified_gmt":"2026-11-05T08:49:54","slug":"celik-bariyer-seciminde-en-1317-performans-siniflari-nasil-okunur","status":"publish","type":"post","link":"https:\/\/cepas.com.tr\/tr\/celik-bariyer-seciminde-en-1317-performans-siniflari-nasil-okunur\/","title":{"rendered":"\u00c7elik Bariyer Se\u00e7iminde EN 1317 Performans S\u0131n\u0131flar\u0131 Nas\u0131l Okunur"},"content":{"rendered":"

\u00c7elik bariyer<\/strong> sistemleri, karayollar\u0131nda ara\u00e7lar\u0131n yol d\u0131\u015f\u0131ndaki tehlikeli alanlara y\u00f6nelmesini s\u0131n\u0131rland\u0131rmak amac\u0131yla kullan\u0131lan yol g\u00fcvenli\u011fi<\/strong> \u00e7\u00f6z\u00fcmleridir. Bu sistemlerin se\u00e7imi, yolun geometrisi ve trafik ko\u015fullar\u0131yla birlikte performans s\u0131n\u0131flar\u0131n\u0131n do\u011fru de\u011ferlendirilmesine ba\u011fl\u0131d\u0131r. EN 1317 kapsam\u0131nda kullan\u0131lan tutma seviyesi, \u00e7al\u0131\u015fma geni\u015fli\u011fi, dinamik deplasman ve \u00e7arp\u0131\u015fma \u015fiddeti, bariyerin<\/strong> farkl\u0131 davran\u0131\u015flar\u0131n\u0131 tan\u0131mlayan temel \u00f6l\u00e7\u00fctlerdir.<\/p>\n

\u00c7EPA\u015e<\/strong>'\u0131n tek tarafl\u0131 otokorkuluk \u00fcr\u00fcnleri<\/a>, farkl\u0131 yol kesimlerinin gereksinimlerine y\u00f6nelik se\u00e7enekler sunar. Markan\u0131n \u00fcr\u00fcn sayfalar\u0131nda standart, tutma seviyesi, \u00e7al\u0131\u015fma geni\u015fli\u011fi ve dinamik deplasman bilgileri yer al\u0131r. Bu teknik \u00e7er\u00e7eve, \u00e7elik bariyer<\/strong> alternatiflerinin yaln\u0131zca fiziksel g\u00f6r\u00fcn\u00fc\u015fleriyle de\u011fil, projede \u00fcstlenecekleri i\u015fleve g\u00f6re de\u011ferlendirilmesine imk\u00e2n verir.<\/p>\n\n

Bariyer Performans\u0131nda Hangi Bilgi Neyi Anlat\u0131r?<\/h2>\n

Bariyer<\/strong> teknik f\u00f6ylerindeki harf ve say\u0131lar birer \u00fcr\u00fcn ad\u0131 de\u011fildir. EN 1317 performans parametreleri<\/a>, sistemlerin tan\u0131ml\u0131 \u00e7arp\u0131\u015fma deneyleri alt\u0131nda nas\u0131l davrand\u0131\u011f\u0131n\u0131 kar\u015f\u0131la\u015ft\u0131rmaya yard\u0131mc\u0131 olur. Bu nedenle bir kodun anlam\u0131n\u0131 bilmek kadar, hangi \u00fcr\u00fcn konfig\u00fcrasyonuna ait oldu\u011funu bilmek de \u00f6nemlidir.<\/p>\n\n

Tutma Seviyesi<\/h3>\n

Tutma seviyesi, sistemin belirli ara\u00e7, h\u0131z ve \u00e7arpma a\u00e7\u0131s\u0131yla yap\u0131lan deneylerde g\u00f6sterdi\u011fi s\u0131n\u0131rlama performans\u0131n\u0131 ifade eder. N2, H1 ve H2 gibi s\u0131n\u0131flar bu kapsamda kullan\u0131l\u0131r. Projede gerekli seviyeyi trafik ko\u015fullar\u0131, korunacak tehlike ve ilgili idarenin \u00f6l\u00e7\u00fctleri belirler; yaln\u0131zca daha y\u00fcksek bir s\u0131n\u0131f se\u00e7mek b\u00fct\u00fcn tasar\u0131m sorular\u0131n\u0131 \u00e7\u00f6zmez.<\/p>\n\n

\u00c7al\u0131\u015fma Geni\u015fli\u011fi<\/h3>\n

\u00c7al\u0131\u015fma geni\u015fli\u011fi, \u00e7arp\u0131\u015fma s\u0131ras\u0131nda sistemin yanal olarak kaplad\u0131\u011f\u0131 alan\u0131n de\u011ferlendirilmesini sa\u011flar. W s\u0131n\u0131f\u0131, bariyer<\/strong> arkas\u0131ndaki engellerle ili\u015fkilidir. Yol kenar\u0131nda bir duvar, kolon veya ba\u015fka bir sabit unsur bulunuyorsa, \u00fcr\u00fcn\u00fcn \u00e7al\u0131\u015fma geni\u015fli\u011fi mevcut alanla birlikte incelenir. Dar bir kesitte yaln\u0131zca tutma seviyesine bak\u0131larak karar verilmez.<\/p>\n\n

Dinamik Deplasman ve \u00c7arp\u0131\u015fma \u015eiddeti<\/h3>\n

Dinamik deplasman, \u00e7arp\u0131\u015fma an\u0131ndaki yanal yer de\u011fi\u015ftirmeyi anlat\u0131r; \u00e7al\u0131\u015fma geni\u015fli\u011fiyle ayn\u0131 \u00f6l\u00e7\u00fc de\u011fildir. \u00c7arp\u0131\u015fma \u015fiddeti s\u0131n\u0131f\u0131 ise deney ko\u015fullar\u0131nda ara\u00e7 i\u00e7indekilere y\u00f6nelik etkiyi de\u011ferlendiren g\u00f6stergelerle ilgilidir. Bu iki bilgi de teknik kar\u015f\u0131la\u015ft\u0131rmaya ayr\u0131 ayr\u0131 eklenmelidir. Tek bir de\u011ferden b\u00fct\u00fcn sistemin davran\u0131\u015f\u0131 \u00e7\u0131kar\u0131lamaz.<\/p>\n\n

Ayn\u0131 Tutma Seviyesindeki \u0130ki \u00c7elik Bariyer Neden Farkl\u0131 Olabilir?<\/h2>\n

\u00c7elik bariyer<\/strong> alternatifleri ayn\u0131 tutma seviyesinde olsa da \u00e7al\u0131\u015fma geni\u015fli\u011fi, dikme aral\u0131\u011f\u0131 ve ba\u011flant\u0131 d\u00fczeni bak\u0131m\u0131ndan farkl\u0131la\u015fabilir. Bu nedenle performans s\u0131n\u0131f\u0131 ile \u00fcr\u00fcn\u00fcn yap\u0131sal konfig\u00fcrasyonu birlikte ele al\u0131nmal\u0131d\u0131r. Yol kenar\u0131ndaki kullan\u0131labilir alan, sistemin \u00e7arp\u0131\u015fma s\u0131ras\u0131ndaki hareketiyle do\u011frudan ili\u015fkili oldu\u011fu i\u00e7in se\u00e7imde belirleyici bir proje verisidir.<\/p>\n

\u00d6rne\u011fin bariyer<\/strong> arkas\u0131nda bir kolon veya duvar bulunan kesitte, ayn\u0131 tutma seviyesine sahip iki sistem farkl\u0131 yerle\u015fim gereksinimleri olu\u015fturabilir. \u00c7al\u0131\u015fma geni\u015fli\u011fi ile engelin konumu aras\u0131ndaki ili\u015fki, hangi \u00e7\u00f6z\u00fcm\u00fcn proje ko\u015fullar\u0131nda de\u011ferlendirilebilece\u011fini belirler. B\u00f6ylece performans bilgisi, yolun ger\u00e7ek geometrisiyle ba\u011flant\u0131l\u0131 bir tasar\u0131m girdisine d\u00f6n\u00fc\u015f\u00fcr.<\/p>\n

\u00dcr\u00fcn konfig\u00fcrasyonu, performans bilgilerinin hangi ray, dikme ve ba\u011flant\u0131 d\u00fczenine ait oldu\u011funu a\u00e7\u0131klar. Ayn\u0131 ticari \u00fcr\u00fcn ailesi i\u00e7indeki se\u00e7eneklerin farkl\u0131 kurulum ayr\u0131nt\u0131lar\u0131 bulunabildi\u011fi i\u00e7in, teknik de\u011ferlendirme model d\u00fczeyinde yap\u0131l\u0131r.<\/p>\n

Bariyerin<\/strong> raylar\u0131, dikmeleri ve ba\u011flant\u0131lar\u0131 birlikte \u00e7al\u0131\u015fan bir sistem olu\u015fturur. Bu bile\u015fenlerin uyumu, belgelenen \u00e7arp\u0131\u015fma davran\u0131\u015f\u0131n\u0131n sahadaki uygulamayla ili\u015fkilendirilmesi a\u00e7\u0131s\u0131ndan \u00f6nemlidir. Farkl\u0131 bir bile\u015fen kullan\u0131lmas\u0131 veya kurulum d\u00fczeninin de\u011fi\u015fmesi, ilgili sistemin teknik de\u011ferlendirmesine d\u00e2hil edilir.<\/p>\n\n

Yol G\u00fcvenli\u011fi Projesinde Performans ve Yerle\u015fim \u0130li\u015fkisi<\/h2>\n

Yol g\u00fcvenli\u011fi<\/strong> a\u00e7\u0131s\u0131ndan uygun bariyer<\/strong> \u00e7\u00f6z\u00fcm\u00fc, performans gereksinimi ile uygulama alan\u0131n\u0131n birlikte de\u011ferlendirilmesiyle belirlenir. Yol kesiti, arka taraftaki engeller ve montaj zemini, ayn\u0131 \u00fcr\u00fcn\u00fcn farkl\u0131 noktalarda neden farkl\u0131 ko\u015fullarla ele al\u0131nmas\u0131 gerekti\u011fini a\u00e7\u0131klar. M\u00fchendislik yakla\u015f\u0131m\u0131 bu de\u011fi\u015fkenler aras\u0131nda teknik uyum kurulmas\u0131na dayan\u0131r.<\/p>\n\n

\u00c7elik bariyer<\/strong> se\u00e7iminde \u00f6ne \u00e7\u0131kan proje parametreleri \u015funlard\u0131r:<\/p>\n

    \n
  1. Tutma seviyesi ve \u00e7arp\u0131\u015fma \u015fiddeti<\/li>\n
  2. \u00c7al\u0131\u015fma geni\u015fli\u011fi ve kullan\u0131labilir yol kenar\u0131 alan\u0131<\/li>\n
  3. Dinamik deplasman ve \u00e7evredeki engeller<\/li>\n
  4. Dikme, ray ve ba\u011flant\u0131 konfig\u00fcrasyonu<\/li>\n
  5. Montaj zemini ve ilgili proje \u015fartnamesi<\/li>\n<\/ol>\n

    Bu parametrelerin birlikte de\u011ferlendirilmesi, bariyer<\/strong> se\u00e7iminin tek bir performans koduna indirgenmesini \u00f6nler. \u00d6zellikle s\u0131n\u0131rl\u0131 alanlarda, tutma seviyesi kadar sistemin hareket alan\u0131 da \u00f6nem ta\u015f\u0131r. Teknik b\u00fct\u00fcnl\u00fck, \u00fcr\u00fcn \u00f6zelli\u011fi ile yol kesiminin ihtiyac\u0131n\u0131 ayn\u0131 de\u011ferlendirme i\u00e7inde bulu\u015fturur.<\/p>\n\n

    \u00c7EPA\u015e Road Steel ile Projeye Uygun Bariyer \u00c7\u00f6z\u00fcmleri<\/h2>\n

    \u00c7EPA\u015e Gonvarri<\/strong> Industries b\u00fcnyesindeki Road Steel<\/strong> \u00fcr\u00fcn grubu<\/a>, \u00e7elik<\/strong> otokorkuluklar\u0131 yol \u00fczerindeki farkl\u0131 uygulama noktalar\u0131yla birlikte ele alan bir \u00fcr\u00fcn yap\u0131s\u0131 sunar. Tek tarafl\u0131 otokorkuluk se\u00e7enekleri, projede aranan performans ve kurulum ko\u015fullar\u0131na g\u00f6re de\u011ferlendirilebilir. Her modelin kendine ait teknik \u00f6zellikleri, bu \u00fcr\u00fcn \u00e7e\u015fitlili\u011finin uygulamadaki kar\u015f\u0131l\u0131\u011f\u0131n\u0131 olu\u015fturur.<\/p>\n

    \u00c7EPA\u015e<\/strong>'\u0131n yol g\u00fcvenli\u011fi<\/strong> yakla\u015f\u0131m\u0131nda \u00fcr\u00fcn \u00e7e\u015fitlili\u011fi ile teknik de\u011ferlendirme birbirini tamamlar. Yol geometrisi ve performans gereksinimleriyle birlikte ele al\u0131nan \u00e7elik bariyer<\/strong> se\u00e7enekleri, projenin belirli bir kesimine uygun \u00e7\u00f6z\u00fcm geli\u015ftirilmesini destekler. Projeniz i\u00e7in Road Steel<\/strong> se\u00e7eneklerini \u00c7EPA\u015e Gonvarri<\/strong> Industries ile de\u011ferlendirebilirsiniz.<\/p>\n\n

    S\u0131k\u00e7a Sorulan Sorular<\/h2>\n\n

    Ayn\u0131 tutma seviyesindeki her \u00e7elik bariyer birbirinin yerine kullan\u0131labilir mi?<\/h3>\n

    Hay\u0131r. \u00c7al\u0131\u015fma geni\u015fli\u011fi, \u00e7arp\u0131\u015fma \u015fiddeti, sistem geometrisi ve montaj ko\u015fullar\u0131 farkl\u0131 olabilir. De\u011fi\u015fiklik de\u011ferlendirmesinde \u00fcr\u00fcn kodu ve ilgili teknik belgeler birlikte incelenmeli, proje onay\u0131 al\u0131nmal\u0131d\u0131r.<\/p>\n\n

    \u00c7al\u0131\u015fma geni\u015fli\u011fi ile dinamik deplasman ayn\u0131 \u015fey midir?<\/h3>\n

    Hay\u0131r. \u0130kisi de \u00e7arp\u0131\u015fma s\u0131ras\u0131ndaki yanal davran\u0131\u015fla ilgilidir; ancak farkl\u0131 b\u00fcy\u00fckl\u00fckleri tan\u0131mlar. Teknik f\u00f6ydeki de\u011ferler birbirinin yerine kullan\u0131lamaz ve bariyer<\/strong> arkas\u0131ndaki alan de\u011ferlendirilirken bu ayr\u0131m korunmal\u0131d\u0131r.<\/p>\n\n

    \u00c7EPA\u015e'a bariyer talebi iletirken hangi bilgiler haz\u0131rlanmal\u0131?<\/h3>\n

    Yol kesiti, engellerin konumu, istenen performans s\u0131n\u0131flar\u0131 ve montaj ko\u015fullar\u0131 payla\u015f\u0131lmal\u0131d\u0131r. \u015eartname ile g\u00fcncel \u00e7izimlerin ayn\u0131 talebe eklenmesi, \u00fcr\u00fcn alternatiflerinin ortak \u00f6l\u00e7\u00fctlerle de\u011ferlendirilmesine yard\u0131mc\u0131 olur.<\/p>","protected":false},"excerpt":{"rendered":"\u00c7elik bariyer sistemleri, karayollar\u0131nda ara\u00e7lar\u0131n yol d\u0131\u015f\u0131ndaki tehlikeli alanlara y\u00f6nelmesini s\u0131n\u0131rland\u0131rmak amac\u0131yla kullan\u0131lan yol g\u00fcvenli\u011fi \u00e7\u00f6z\u00fcmleridir. Bu sistemlerin se\u00e7imi, yolun geometrisi ve trafik ko\u015fullar\u0131yla birlikte performans s\u0131n\u0131flar\u0131n\u0131n do\u011fru de\u011ferlendirilmesine ba\u011fl\u0131d\u0131r. EN 1317 kapsam\u0131nda kullan\u0131lan tutma seviyesi, \u00e7al\u0131\u015fma geni\u015fli\u011fi, dinamik deplasman ve \u00e7arp\u0131\u015fma \u015fiddeti, bariyerin farkl\u0131 davran\u0131\u015flar\u0131n\u0131 tan\u0131mlayan temel \u00f6l\u00e7\u00fctlerdir. \u00c7EPA\u015e'\u0131n tek tarafl\u0131 otokorkuluk \u00fcr\u00fcnleri, farkl\u0131 […]","protected":false},"author":1,"featured_media":5931,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[34],"tags":[],"class_list":["post-5930","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-uncategorized-tr"],"yoast_head":"\n\u00c7elik Bariyer Se\u00e7iminde EN 1317 Performans S\u0131n\u0131flar\u0131 Nas\u0131l Okunur<\/title>\n<meta name=\"description\" content=\"\u00c7elik bariyer se\u00e7iminde EN 1317 standartlar\u0131! 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