{"id":41495,"date":"2026-04-13T13:51:36","date_gmt":"2026-04-13T10:21:36","guid":{"rendered":"https:\/\/nsgco.co\/tr\/?p=41495"},"modified":"2026-04-13T14:03:29","modified_gmt":"2026-04-13T10:33:29","slug":"beton-ve-cimento-tamiri","status":"publish","type":"post","link":"https:\/\/nsgco.co\/tr\/beton-ve-cimento-tamiri\/","title":{"rendered":"Beton ve \u00c7imento Tamiri"},"content":{"rendered":"

Beton, \u00e7imento, su, ince ve iri agregalar (kum ve \u00e7ak\u0131l) ile beton katk\u0131 maddelerinden olu\u015fan, in\u015faat sekt\u00f6r\u00fcndeki en \u00f6nemli yap\u0131 malzemelerinden biridir.<\/p>\n

Beton ve \u00e7imento yap\u0131lar\u0131nda \u00e7atlak ve yar\u0131klar\u0131n olu\u015fmas\u0131, g\u00fcn\u00fcm\u00fczde \u00e7o\u011fu projede kar\u015f\u0131la\u015ft\u0131\u011f\u0131m\u0131z en yayg\u0131n sorunlardan biridir.<\/p>\n

Do\u011fru uygulama ve projelere (akrilik re\u00e7ineler ve nano teknoloji tabanl\u0131) NSG yap\u0131 kimyasallar\u0131<\/strong><\/a> \u00fcr\u00fcnlerinin dahil edilmesiyle olas\u0131 risk ve sorunlar\u0131 en aza indirmemiz gerekti\u011fini unutmamal\u0131y\u0131z.<\/p>\n

Bu makalede, beton ve \u00e7imentodaki \u00e7atlaklar\u0131n nedenlerini incelemeyi ve bu \u00e7atlaklar\u0131n onar\u0131m\u0131 ve tamiri i\u00e7in \u00e7\u00f6z\u00fcmler sunmay\u0131 ama\u00e7l\u0131yoruz.<\/p>\n

Beton Kalitesinde Katk\u0131 Maddelerinin Rol\u00fc<\/h3>\n

Betonu etkileyen en \u00f6nemli fakt\u00f6rlerden biri, ak\u0131\u015fkanl\u0131\u011f\u0131 ve uygulama kolayl\u0131\u011f\u0131d\u0131r. Bu ama\u00e7la, polikarboksilat eter bazl\u0131 SH7 S\u00fcper Ak\u0131\u015fkanla\u015ft\u0131r\u0131c\u0131<\/strong><\/a> kullan\u0131labilir. Bu \u00fcr\u00fcn, ak\u0131\u015fkanla\u015ft\u0131rma, betonun su oran\u0131n\u0131 d\u00fc\u015f\u00fcrme ve \u00e7imento partik\u00fcllerini da\u011f\u0131tma \u00f6zelliklerine sahip, klorsuz, koyu kahverengi k\u0131vaml\u0131 bir s\u0131v\u0131d\u0131r. Bu katk\u0131 maddesinin kullan\u0131m\u0131, dayan\u0131m\u0131 d\u00fc\u015f\u00fcrmeden betonun kalitesini, \u00f6mr\u00fcn\u00fc ve b\u00fct\u00fcnl\u00fc\u011f\u00fcn\u00fc art\u0131r\u0131r. SH7 S\u00fcper Ak\u0131\u015fkanla\u015ft\u0131r\u0131c\u0131, \u00f6zellikle y\u00fcksek performansl\u0131 betonlarda, prekast (\u00f6n d\u00f6k\u00fcml\u00fc) betonlarda, kendili\u011finden yerle\u015fen betonlarda, a\u011f\u0131r donat\u0131l\u0131 yap\u0131larda ve y\u00fcksek yo\u011funluklu elemanlarda kullan\u0131l\u0131r.<\/p>\n

Yap\u0131 Kimyasallar\u0131 ile Beton ve \u00c7imento \u00c7atlak Tamiri<\/h3>\n

Beton ve \u00e7imento \u00e7atlaklar\u0131n\u0131n tamiri ve onar\u0131m\u0131 i\u00e7in en temel y\u00f6ntemlerden biri, beton yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve katk\u0131s\u0131 kullanmakt\u0131r. Baz\u0131 ki\u015filer \u00e7atlaklar\u0131 doldurmak i\u00e7in yaln\u0131zca beton kullan\u0131r ki bu yanl\u0131\u015f bir y\u00f6ntemdir; zira y\u00fcksek maliyetlerin yan\u0131 s\u0131ra yap\u0131n\u0131n \u00f6mr\u00fcn\u00fc de k\u0131salt\u0131r. Dayan\u0131kl\u0131l\u0131\u011f\u0131 ve sa\u011flaml\u0131\u011f\u0131 art\u0131rmak i\u00e7in yap\u0131sal yap\u0131\u015ft\u0131r\u0131c\u0131lar\u0131n kullan\u0131lmas\u0131 \u00f6nerilir.<\/p>\n

En iyi se\u00e7eneklerden biri, N50 Beton Yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve Katk\u0131s\u0131d\u0131r. Bu \u00fcr\u00fcn, \u00e7imento ve beton har\u00e7lar\u0131n\u0131 su ge\u00e7irimsiz hale getirip g\u00fc\u00e7lendirmenin yan\u0131 s\u0131ra, y\u00fcksek sertle\u015ftirme \u00f6zelli\u011fine sahiptir ve betonun \u00e7ekme ile e\u011filme dayan\u0131m\u0131n\u0131 art\u0131r\u0131r. N50 yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131, in\u015faat ve onar\u0131m projelerinde ta\u015f montaj \u015ferbeti, gev\u015feklik giderme, s\u0131va harc\u0131 ve su yal\u0131t\u0131ml\u0131 beton, e\u011fim verme, zemin kaplama, \u00e7atlak tamiri, ankraj (bolt) deliklerinin doldurulmas\u0131 ve hatta yeni harc\u0131n eski kuru harca ba\u011flanmas\u0131 i\u015flemlerinde yayg\u0131n olarak kullan\u0131lmaktad\u0131r.<\/p>\n

Betonun \u00c7atlama Nedenleri A\u015fa\u011f\u0131da S\u0131ralanm\u0131\u015ft\u0131r<\/h3>\n

Betonun \u00e7atlamas\u0131, yap\u0131n\u0131n dayan\u0131kl\u0131l\u0131\u011f\u0131n\u0131 ve sa\u011flaml\u0131\u011f\u0131n\u0131 azaltabilen in\u015faat yap\u0131lar\u0131ndaki en yayg\u0131n sorunlardan biridir. Bu \u00e7atlaklara neden olan \u00e7e\u015fitli fakt\u00f6rler birka\u00e7 ana kategoride s\u0131n\u0131fland\u0131r\u0131labilir.<\/p>\n

    \n
  1. Uygulama ve \u0130nsan Kaynakl\u0131 Nedenler:<\/strong> Betondaki \u00e7atlaklar\u0131n en \u00f6nemli nedenlerinden biri, uygun olmayan uygulama ve teknik prensiplerin g\u00f6z ard\u0131 edilmesidir. Su-\u00e7imento oran\u0131na uyulmazsa, beton hidratasyon i\u00e7in yeterli neme sahip olmaz ve bu da y\u00fczeysel ve derin \u00e7atlaklara yol a\u00e7abilir. Ayr\u0131ca, d\u00fc\u015f\u00fck kaliteli ham maddelerin kullan\u0131m\u0131, beton d\u00f6k\u00fcm\u00fc s\u0131ras\u0131nda yetersiz denetim ve eksik k\u00fcr (bak\u0131m) uygulamas\u0131, \u00e7atlama olas\u0131l\u0131\u011f\u0131n\u0131 art\u0131ran fakt\u00f6rler aras\u0131ndad\u0131r.<\/li>\n
  2. Mekanik ve Y\u00fckleme Kaynakl\u0131 Nedenler:<\/strong> Beton \u00e7atlaklar\u0131, yap\u0131n\u0131n tasar\u0131m kapasitesini a\u015fan y\u00fcklerin uygulanmas\u0131 nedeniyle olu\u015fabilir. Beklenmeyen bas\u0131n\u00e7lar veya deprem, a\u011f\u0131r i\u015f makinelerinin titre\u015fimi veya zemin oturmas\u0131 gibi dinamik y\u00fckler, lokal \u00e7atlaklara ve bazen betonun y\u00fczeyinde ve derinliklerinde uzun \u00e7atlaklara neden olur.<\/li>\n
  3. \u00c7evresel Nedenler:<\/strong> \u00c7evresel ko\u015fullar da beton \u00e7atlaklar\u0131nda \u00f6nemli bir rol oynar; a\u015f\u0131r\u0131 s\u0131cakl\u0131k dalgalanmalar\u0131 betonun genle\u015fmesine ve b\u00fcz\u00fclmesine neden olur ve bu de\u011fi\u015fimler kontrol edilmezse beton y\u00fczeyinde \u00e7atlaklar meydana gelir. Ayr\u0131ca, do\u011frudan g\u00fcne\u015f \u0131\u015f\u0131\u011f\u0131 alt\u0131nda beton y\u00fczeyinin h\u0131zla kurumas\u0131 veya nem ile ya\u011fmur suyunun s\u0131zmas\u0131, y\u00fczeysel \u00e7atlaklara ve betonun dayan\u0131kl\u0131l\u0131\u011f\u0131n\u0131n azalmas\u0131na neden olabilir.<\/li>\n
  4. Kimyasal Nedenler:<\/strong> Betondaki baz\u0131 kimyasal reaksiyonlar da \u00e7atlamaya neden olur. \u00d6rne\u011fin, agregalar\u0131n \u00e7imento ile olan alkali reaksiyonu (ASR), a\u011fs\u0131 \u00e7atlaklar olu\u015fturabilir. Ayr\u0131ca s\u00fclfat reaksiyonlar\u0131 veya betonun zamanla karbonatla\u015fmas\u0131, betonun i\u00e7 yap\u0131s\u0131n\u0131 zay\u0131flatarak \u00e7atlak olu\u015fumuna yol a\u00e7ar.<\/li>\n
  5. Do\u011fal Nedenler:<\/strong> Bitki b\u00fcy\u00fcmesi ve k\u00f6klerin k\u00fc\u00e7\u00fck \u00e7atlaklara veya beton harc\u0131na n\u00fcfuz etmesi gibi do\u011fal fakt\u00f6rler de \u00e7atlaklar\u0131 geni\u015fletebilir. Bunun yan\u0131 s\u0131ra, zamanla olu\u015fan a\u015f\u0131nma ve s\u00fcrekli bas\u0131n\u00e7lar sonucu betonun elastik deformasyonlar\u0131, \u00e7imento ve beton yap\u0131larda \u00e7atlak olu\u015fumunun di\u011fer nedenleridir.<\/li>\n<\/ol>\n

    Beton ve \u00c7imento \u00c7atlaklar\u0131n\u0131n Tamirinde Yap\u0131 Yap\u0131\u015ft\u0131r\u0131c\u0131lar\u0131n\u0131n Kullan\u0131m\u0131<\/strong><\/h2>\n

    Beton ve \u00e7imento \u00e7atlaklar\u0131n\u0131n onar\u0131m\u0131 ve tamiri i\u00e7in en temel y\u00f6ntemlerden biri, beton yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve katk\u0131s\u0131 kullanmakt\u0131r. Baz\u0131 ki\u015filer, \u00e7atlaklar\u0131n aras\u0131ndaki bo\u015flu\u011fu tamir etmek ve doldurmak i\u00e7in yaln\u0131zca beton kullan\u0131r ki bu y\u00f6ntem do\u011fru de\u011fildir; \u00e7\u00fcnk\u00fc y\u00fcksek maliyetlere yol a\u00e7mas\u0131n\u0131n yan\u0131 s\u0131ra betonun \u00f6mr\u00fcn\u00fc ve kal\u0131c\u0131l\u0131\u011f\u0131n\u0131 s\u0131n\u0131rlar. Bu nedenle, beton veya \u00e7imento yap\u0131lar\u0131n \u00f6mr\u00fcn\u00fc uzatmak i\u00e7in yap\u0131sal yap\u0131\u015ft\u0131r\u0131c\u0131lar\u0131n kullan\u0131lmas\u0131 \u00f6nerilir.<\/p>\n

    En iyi beton yap\u0131\u015ft\u0131r\u0131c\u0131lar\u0131ndan biri olan N50 Beton Yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve Katk\u0131s\u0131<\/strong><\/a>, \u00e7imento ve beton har\u00e7lar\u0131n\u0131n su yal\u0131t\u0131m\u0131 ve g\u00fc\u00e7lendirilmesi i\u00e7in kullan\u0131l\u0131r. Ayr\u0131ca, sahip oldu\u011fu \u00e7ok y\u00fcksek sertle\u015ftirme \u00f6zelli\u011fi ile \u00e7ekme ve e\u011filme dayan\u0131m\u0131ndaki art\u0131\u015f sayesinde, in\u015faat ve onar\u0131m projelerinin yap\u0131m, tamir ve beton d\u00f6k\u00fcm\u00fc a\u015famalar\u0131nda kullan\u0131l\u0131r. \u00c7atlak tamiri, ankraj deliklerinin doldurulmas\u0131 ve yeni harc\u0131n eski kuru harca ba\u011flanmas\u0131 gibi i\u015flemlerde N50 Beton Yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve Katk\u0131s\u0131 kal\u0131nl\u0131k s\u0131n\u0131r\u0131 olmaks\u0131z\u0131n uygulanabilir.<\/p>\n

    S\u0131cakl\u0131k de\u011fi\u015fimleri betondaki \u00e7atlaklar\u0131n en yayg\u0131n nedenlerinden biri olarak kabul edilebilir. Bu \u00e7atlaklar\u0131 \u00f6nlemek i\u00e7in Dantel PLC<\/a><\/strong> kullan\u0131labilir. Fiberglas (cam elyaf\u0131) malzemeden \u00fcretilen bu fileler, esnek yap\u0131s\u0131, hafifli\u011fi, \u00e7ekme ve e\u011filme gerilimlerine dayan\u0131kl\u0131l\u0131\u011f\u0131, s\u0131cakl\u0131k dalgalanmalar\u0131ndan kaynaklanan genle\u015fme ve b\u00fcz\u00fclmeyi kontrol etme \u00f6zelli\u011fi sayesinde m\u00fckemmel bir y\u00f6ntemdir ve \u00e7atlak olu\u015fumunu engeller.<\/p>\n

    Beton ve \u00c7imentoda \u00c7atlaklar\u0131n \u00d6nem Derecesi<\/strong><\/h3>\n

    Betondaki t\u00fcm \u00e7atlaklar ayn\u0131 derecede tehlikeli de\u011fildir; baz\u0131lar\u0131 \u00f6nemsizken baz\u0131lar\u0131 yap\u0131n\u0131n sa\u011fl\u0131\u011f\u0131n\u0131 tehdit edebilir. Bu nedenle, \u00e7atlak t\u00fcr\u00fcn\u00fcn te\u015fhis edilmesi ve zaman\u0131nda m\u00fcdahale edilmesi b\u00fcy\u00fck \u00f6nem ta\u015f\u0131r.<\/p>\n

      \n
    1. \u00d6nemsiz \u00c7atlaklar:<\/strong> Baz\u0131 \u00e7atlaklar, kuruma s\u0131ras\u0131nda betonun b\u00fcz\u00fclmesi veya yap\u0131m a\u015famas\u0131nda d\u00fc\u015f\u00fck kaliteli malzeme kullan\u0131lmas\u0131 gibi do\u011fal fakt\u00f6rlerden kaynaklan\u0131r. Bu \u00e7atlaklar genellikle y\u00fczeysel ve k\u00fc\u00e7\u00fckt\u00fcr ve fazla bir hasara yol a\u00e7maz. \u00c7o\u011fu durumda, acil bir tamire gerek yoktur ve sadece bak\u0131m ve g\u00f6zetim ile yay\u0131lmalar\u0131 \u00f6nlenebilir.<\/li>\n
    2. Kritik ve \u00d6nemli \u00c7atlaklar:<\/strong> Bu gruptaki \u00e7atlaklar daha derin ve daha b\u00fcy\u00fckt\u00fcr ve beton ve \u00e7imento tamiri zaman\u0131nda yap\u0131lmazsa yap\u0131 i\u00e7in ciddi tehlikeler olu\u015fturabilir. Genellikle dikey veya uzunlamas\u0131na olan bu \u00e7atlaklar ba\u015fka \u00e7atlaklarla birle\u015febilir. \u00c7atla\u011f\u0131n derinli\u011finin ve di\u011fer beton katmanlar\u0131na ba\u011flant\u0131s\u0131 veya mekanik bas\u0131n\u00e7lar\u0131n varl\u0131\u011f\u0131 gibi \u00e7evresel ko\u015fullar\u0131n incelenmesi, uygun tamir y\u00f6nteminin se\u00e7ilmesi i\u00e7in gereklidir.<\/li>\n
    3. \u00c7atlaklar\u0131n \u00d6nemini Belirleyen Kriterler:<\/strong> Bir \u00e7atla\u011f\u0131n \u00f6nemini belirlemek i\u00e7in a\u015fa\u011f\u0131daki hususlar incelenmelidir:\n
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      • \u00c7atla\u011f\u0131n Derinli\u011fi:<\/strong> Derin \u00e7atlaklar genellikle daha tehlikelidir.<\/li>\n
      • Uzunluk ve Di\u011fer \u00c7atlaklarla Ba\u011flant\u0131:<\/strong> S\u00fcrekli ve a\u011fs\u0131 \u00e7atlaklar acil onar\u0131m gerektirir.<\/li>\n
      • \u00c7atlak Kenarlar\u0131n\u0131n A\u015f\u0131nmas\u0131:<\/strong> \u00c7atla\u011f\u0131n ya\u015f\u0131 artt\u0131k\u00e7a kenarlar\u0131ndaki a\u015f\u0131nma fazlala\u015f\u0131r ve betonun dayan\u0131m\u0131 d\u00fc\u015fer.<\/li>\n
      • \u00c7atla\u011f\u0131n Konumu:<\/strong> Y\u00fck ta\u015f\u0131yan noktalarda veya ana yap\u0131sal b\u00f6l\u00fcmlerde meydana gelen \u00e7atlaklar daha b\u00fcy\u00fck \u00f6nem ta\u015f\u0131r.<\/li>\n<\/ul>\n<\/li>\n<\/ol>\n

        Bu kriterlere dayanarak, \u00e7atla\u011f\u0131n acil bir onar\u0131ma m\u0131 ihtiyac\u0131 oldu\u011fu yoksa sadece g\u00f6zetim ve bak\u0131m\u0131n yeterli mi oldu\u011funa karar verilebilir. Kritik \u00e7atlaklar\u0131n tamirinde N50 Beton Yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve Katk\u0131s\u0131 ile SH7 S\u00fcper Ak\u0131\u015fkanla\u015ft\u0131r\u0131c\u0131 gibi \u00f6zel \u00fcr\u00fcnlerin kullan\u0131lmas\u0131, dayan\u0131kl\u0131l\u0131\u011f\u0131 art\u0131r\u0131r ve yap\u0131n\u0131n olas\u0131 risklerini azalt\u0131r.<\/p>\n

        P.P (Polipropilen) Elyaf\u0131, \u00f6n d\u00f6k\u00fcml\u00fc elemanlar\u0131n \u00fcretiminde, kavisli y\u00fczeylere beton p\u00fcsk\u00fcrt\u00fclmesinde, darbeye dayan\u0131kl\u0131 yap\u0131lar\u0131n in\u015fas\u0131nda ve benzeri alanlarda kullan\u0131lan NSG yap\u0131 \u015firketine ait bir di\u011fer \u00fcr\u00fcnd\u00fcr.<\/p>\n

        Beton ve \u00c7imento \u00c7atlak Tamir Y\u00f6ntemleri<\/strong><\/h2>\n
          \n
        • Delme ve Enjeksiyon:<\/strong> Bu y\u00f6ntemde \u00e7atla\u011f\u0131n yak\u0131n\u0131nda bir delik a\u00e7\u0131l\u0131r ve \u00e7atla\u011f\u0131n b\u00fcy\u00fcmesini \u00f6nlemek i\u00e7in delik grout harc\u0131 ile doldurulur. Bir di\u011fer y\u00f6ntem ise, bo\u015flu\u011fu donat\u0131 ile birlikte epoksi harc\u0131 enjekte ederek doldurmakt\u0131r. Donat\u0131lar, \u00e7atlaklar boyunca yerle\u015ftirilen ve onar\u0131m i\u00e7in gerekli malzemeleri i\u00e7lerinde bar\u0131nd\u0131ran \u00f6nceden belirlenmi\u015f uzunluk ve boyutlara sahiptir.<\/li>\n
        • \u00c7atlak Dikimi:<\/strong> Basit ve son derece dayan\u0131kl\u0131 bir y\u00f6ntemdir; \u00f6yle ki, \u00e7atla\u011f\u0131n ba\u015flang\u0131\u00e7 ve biti\u015f noktalar\u0131nda delikler a\u00e7\u0131l\u0131r ve bir dizi U \u015feklinde form elde edilir. Bu delikler s\u0131k\u0131ca kapat\u0131l\u0131r ve ba\u015flang\u0131\u00e7 ve biti\u015f k\u0131s\u0131mlar\u0131na grout veya epoksi harc\u0131 enjekte edilir.<\/li>\n
        • \u00d6ngerme (Tendonlama):<\/strong> \u00c7atlaklar geni\u015f bir alana yay\u0131lm\u0131\u015fsa, onar\u0131m ve tamirleri i\u00e7in diki\u015f y\u00f6ntemi kullan\u0131lamaz; bu nedenle \u00f6ngerme y\u00f6ntemini kullan\u0131r\u0131z. Bu y\u00f6ntem, ankraj cihaz\u0131 ve \u00f6nceden hesaplanm\u0131\u015f gerilimlere sahip \u00e7ekme demirlerinin ba\u011flant\u0131s\u0131 ile ger\u00e7ekle\u015ftirilir.<\/li>\n<\/ul>\n

          Beton ve \u00e7imento yap\u0131larda \u00e7atlama ve hasar, ka\u00e7\u0131n\u0131lmaz ancak y\u00f6netilebilir bir sorundur. Uygulama prensiplerine uyulmas\u0131, kaliteli malzemelerin kullan\u0131lmas\u0131 ve NSG \u015firketinin uzmanl\u0131k \u00fcr\u00fcnlerinin tercih edilmesiyle betonun dayan\u0131kl\u0131l\u0131\u011f\u0131 ve kalitesi y\u0131llarca garanti alt\u0131na al\u0131nabilir. SH7 S\u00fcper Ak\u0131\u015fkanla\u015ft\u0131r\u0131c\u0131 gibi katk\u0131 maddeleri betonun i\u015flenebilirli\u011fini art\u0131rmada \u00f6nemli bir rol oynarken, N50 Beton Yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve Katk\u0131s\u0131 gibi \u00f6zel yap\u0131\u015ft\u0131r\u0131c\u0131lar g\u00fcvenilir bir \u00e7\u00f6z\u00fcm sunar. Bu \u00fcr\u00fcnlerin do\u011fru se\u00e7imi, bak\u0131m maliyetlerini d\u00fc\u015f\u00fcrmek ve in\u015faat projelerinin \u00f6mr\u00fcn\u00fc uzatmak i\u00e7in en iyi garantidir.<\/p>\n

          Sizin \u0130\u00e7in \u00d6zel Bir \u00d6neri<\/strong> \u0130n\u015faat ve yap\u0131 projelerinizde \u00e7atlak, su s\u0131z\u0131nt\u0131s\u0131 veya beton dayan\u0131m\u0131nda azalma gibi sorunlarla kar\u015f\u0131la\u015f\u0131yorsan\u0131z hemen harekete ge\u00e7in.<\/p>\n

            \n
          • Betonun kalitesini ve ak\u0131\u015fkanl\u0131\u011f\u0131n\u0131 art\u0131rmak i\u00e7in SH7 S\u00fcper Ak\u0131\u015fkanla\u015ft\u0131r\u0131c\u0131 kullan\u0131n.<\/li>\n
          • \u00c7atlaklar\u0131 onarmak ve yap\u0131n\u0131n sa\u011flaml\u0131\u011f\u0131n\u0131 art\u0131rmak i\u00e7in N50 Beton Yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve Katk\u0131s\u0131 kullan\u0131n.<\/li>\n<\/ul>\n

            \u00dccretsiz dan\u0131\u015fmanl\u0131k, daha fazla teknik bilgi ve \u00fcr\u00fcn sat\u0131n almak i\u00e7in hemen NSG Yap\u0131 \u015eirketi uzmanlar\u0131m\u0131zla ileti\u015fime ge\u00e7in.<\/p>\n","protected":false},"excerpt":{"rendered":"

            Beton, s\u0131cakl\u0131k de\u011fi\u015fimleri, yanl\u0131\u015f uygulama ve d\u00fc\u015f\u00fck kaliteli malzeme gibi \u00e7e\u015fitli nedenlerle \u00e7atlayabilen en \u00f6nemli yap\u0131 malzemelerinden biridir; tamiri i\u00e7in yap\u0131 kimyasallar\u0131, polipropilen elyaflar ve har\u00e7 enjeksiyonu ile \u00e7atlak dikimi gibi \u00e7e\u015fitli y\u00f6ntemler kullan\u0131lmaktad\u0131r.
            \nNSG \u015firketinin SH7 s\u00fcper ak\u0131\u015fkanla\u015ft\u0131r\u0131c\u0131 ve N50 beton katk\u0131s\u0131 gibi geli\u015fmi\u015f \u00fcr\u00fcnlerinin kullan\u0131m\u0131, betonun kalitesini art\u0131rabilir ve yap\u0131lar\u0131n \u00f6mr\u00fcn\u00fc uzatabilir. <\/p>\n","protected":false},"author":11,"featured_media":41496,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[62],"tags":[],"class_list":["post-41495","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-teknik-makaleler"],"_links":{"self":[{"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/posts\/41495","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/users\/11"}],"replies":[{"embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/comments?post=41495"}],"version-history":[{"count":4,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/posts\/41495\/revisions"}],"predecessor-version":[{"id":41500,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/posts\/41495\/revisions\/41500"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/media\/41496"}],"wp:attachment":[{"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/media?parent=41495"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/categories?post=41495"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/tags?post=41495"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}