{"id":34741,"date":"2019-02-14T16:00:26","date_gmt":"2019-02-14T12:30:26","guid":{"rendered":"https:\/\/nsgco.ir\/her-turlu-beton-su-gecirmez-ve-su-gecirir-cimento-uretimi\/"},"modified":"2025-08-10T10:16:33","modified_gmt":"2025-08-10T06:46:33","slug":"her-turlu-beton-su-gecirmez-ve-su-gecirir-cimento-uretimi","status":"publish","type":"post","link":"https:\/\/nsgco.co\/tr\/her-turlu-beton-su-gecirmez-ve-su-gecirir-cimento-uretimi\/","title":{"rendered":"Her t\u00fcrl\u00fc beton, su ge\u00e7irmez ve su ge\u00e7irir \u00e7imento \u00fcretimi"},"content":{"rendered":"
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Se\u00e7im \u00c7imentosu<\/strong><\/h2>\n
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D\u00fc\u015f\u00fck hidratasyon \u0131s\u0131s\u0131 olan \u00e7imentolar\u0131n, su yal\u0131t\u0131m har\u00e7lar\u0131 ve g\u00fc\u00e7lendirme i\u00e7in ya da beton d\u00f6kme har\u00e7lar\u0131nda kullan\u0131lmas\u0131, betonun s\u0131cakl\u0131k art\u0131\u015f\u0131 ile ilgili sorunlar\u0131n bir k\u0131sm\u0131n\u0131 azaltabilir. Ancak, \u00f6zel \u00e7imentolar\u0131n ve farkl\u0131 tiplerin kullan\u0131m\u0131 gerekli \u00f6nlemleri gereksiz k\u0131lmaz.<\/span> Normal s\u0131cakl\u0131klarda, d\u00fc\u015f\u00fck hidratasyon \u0131s\u0131s\u0131na sahip \u00e7imentolar, normal \u00e7imentolara g\u00f6re daha yava\u015f hidratasyona u\u011frasalar da, s\u0131cakl\u0131k artt\u0131k\u00e7a hidratasyon miktarlar\u0131 da artar.<\/span> Beton \u0131s\u0131nd\u0131\u011f\u0131nda, so\u011fuk oldu\u011fundan daha h\u0131zl\u0131 bir \u015fekilde dayan\u0131kl\u0131l\u0131\u011f\u0131n\u0131 kaybeder. <\/span><\/p>\n

Ayr\u0131ca, d\u00fc\u015f\u00fck \u0131s\u0131lama yapan \u00e7imento kullan\u0131ld\u0131\u011f\u0131nda, betonun s\u0131cakl\u0131\u011f\u0131 her a\u015famada biraz daha d\u00fc\u015f\u00fck olabilir. Ancak, kurutucu ko\u015fullarda kar\u0131\u015ft\u0131rma, ta\u015f\u0131ma, d\u00f6kme ve k\u00fcrleme a\u015famalar\u0131nda suyun buharla\u015fmas\u0131 h\u0131zlan\u0131r.<\/span> Kal\u0131p \u00e7atlamas\u0131 veya r\u00fczgar nedeniyle olu\u015fan \u00e7atlaklar gibi kusurlar\u0131n meydana gelmemesi i\u00e7in bu buharla\u015fmay\u0131 en aza indirmek i\u00e7in \u00f6nlemler al\u0131nmal\u0131d\u0131r.<\/span><\/p>\n

\u00d6nlemler<\/strong><\/span><\/p>\n

    \n
  • Su yal\u0131t\u0131m \u00fcr\u00fcnlerinin dikkatli kullan\u0131m\u0131,<\/span><\/li>\n
  • Lifler ve a\u011flar\u0131n kullan\u0131m\u0131,<\/span><\/li>\n
  • Gerekli standartlara sahip \u00e7imento se\u00e7imi,<\/span><\/li>\n
  • \u0130ki kez y\u0131kanm\u0131\u015f ve topraks\u0131z kum kullan\u0131m\u0131,<\/span><\/li>\n
  • Ta\u015f tozu yerine silis kullan\u0131m\u0131 veya kaliteli ta\u015f tozlar\u0131 kullan\u0131m\u0131 ve harc\u0131n do\u011fru bir \u015fekilde kar\u0131\u015ft\u0131r\u0131lmas\u0131.<\/span><\/li>\n<\/ul>\n

    Beton, \u00c7imento ve Su Yal\u0131t\u0131m \u00dcr\u00fcnlerinin Depolama Ko\u015fullar\u0131:<\/strong><\/span> S\u0131va har\u00e7lar\u0131, b\u00fcy\u00fck betonlar, su yal\u0131t\u0131m har\u00e7lar\u0131, derz dolgu har\u00e7lar\u0131, ta\u015f, seramik ve fayans montaj har\u00e7lar\u0131 gibi \u00e7e\u015fitli har\u00e7lar\u0131n en iyi kalite ve miktar sonu\u00e7lar\u0131na ula\u015fabilmesi i\u00e7in her \u00e7al\u0131\u015fma g\u00fcn\u00fc i\u00e7in gerekli malzemelerin bir g\u00fcn \u00f6nceden g\u00f6lgeli ve serin bir yerde bulundurulmas\u0131 \u00f6nerilir.<\/span><\/p>\n

    T\u00fcm beton katk\u0131 maddeleri ve NSG firmas\u0131n\u0131n onar\u0131ma y\u00f6nelik \u00fcr\u00fcnleri (N50 beton yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve katk\u0131s\u0131, B70 har\u00e7 yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve katk\u0131s\u0131, Z90 su yal\u0131t\u0131m yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve re\u00e7inesi, PADAB su yal\u0131t\u0131m derz dolgu jeli, SQ2000 kristal tozu ve MA700 aniden sertle\u015fen tozu vb.) depolama ko\u015fullar\u0131nda saklanmal\u0131d\u0131r.<\/span><\/p>\n

    Hava s\u0131cakl\u0131\u011f\u0131n\u0131n 15 ile 22 derece aras\u0131nda oldu\u011fu durumlarda ve kar\u0131\u015ft\u0131rma i\u00e7in kullan\u0131lan su ile ta\u015flar\u0131n so\u011fuk oldu\u011fu durumlarda, \u00e7imentonun betona katt\u0131\u011f\u0131 \u0131s\u0131l katk\u0131 \u00f6nemsizdir; ancak ger\u00e7ekten s\u0131cak ko\u015fullarda s\u0131cak \u00e7imento kullan\u0131m\u0131 betona istenmeyen daha fazla \u0131s\u0131 katabilir.<\/span> Bu nedenle m\u00fcmk\u00fcn oldu\u011funca s\u0131cak \u00e7imento kullan\u0131m\u0131ndan ka\u00e7\u0131n\u0131lmal\u0131d\u0131r. \u00d6zellikle s\u0131va i\u015fleri i\u00e7in kullan\u0131lan har\u00e7larda, s\u0131va \u00e7ekme veya su yal\u0131t\u0131m\u0131 sa\u011flamak amac\u0131yla \u00fcretilen har\u00e7larda.<\/span><\/p>\n

    Beton Kar\u0131\u015f\u0131m\u0131nda Kullan\u0131lan Su \u00d6zellikleri:<\/strong><\/span> Deneyimlere g\u00f6re, beton ve su yal\u0131t\u0131m har\u00e7lar\u0131n\u0131n yap\u0131m\u0131nda gereken su mutlaka n\u00f6tr pH (asitli veya bazik olmamal\u0131d\u0131r) olmal\u0131 ve m\u00fcmk\u00fcn oldu\u011funca maksimum 20 derece s\u0131cakl\u0131kta olmal\u0131d\u0131r. Bazen kar\u0131\u015ft\u0131rma i\u00e7in gerekli suyun so\u011futulmas\u0131 \u00f6nerilmektedir; teorik olarak bu uygun olsa da pratikte b\u00fcy\u00fck beton d\u00f6kme i\u015flemleri i\u00e7in gerekli olan buz miktar\u0131 nadiren k\u0131sa s\u00fcrede uygun fiyatlarla temin edilebilir. <\/span><\/p>\n

    Dikkat edilmelidir ki su yal\u0131t\u0131m\u0131 i\u00e7in kullan\u0131lan har\u00e7lar g\u00fcne\u015f \u0131\u015f\u0131\u011f\u0131na maruz kald\u0131klar\u0131 i\u00e7in ilk sertle\u015fme a\u015famas\u0131ndan itibaren hemen k\u00fcrleme ve y\u00fczeyin sulanmas\u0131na ba\u015flanmal\u0131d\u0131r.<\/span> Kullan\u0131lan su depolama tanklar\u0131ndan temin ediliyorsa, bu tanklar\u0131n hava ge\u00e7iren \u00f6rt\u00fclerle kapat\u0131lmas\u0131 veya g\u00f6lgede tutulmas\u0131 ve g\u00fcne\u015f \u0131\u015f\u0131nlar\u0131na kar\u015f\u0131 yans\u0131t\u0131c\u0131 boyalarla korunmas\u0131 gerekir.<\/span> E\u011fer kullan\u0131lan su ana \u015fehir borusuna ba\u011fl\u0131 uzun hortumlardan temin ediliyorsa, bunlar\u0131n \u0131s\u0131nmas\u0131n\u0131 en aza indirmek i\u00e7in \u00fczerlerine \u00f6rt\u00fc koymak veya topra\u011fa g\u00f6mmek gibi \u00f6nlemler al\u0131nmal\u0131d\u0131r.<\/span><\/p>\n

    Kar\u0131\u015ft\u0131rma ve Ta\u015f\u0131ma:<\/strong><\/span> Hatta uygun ko\u015fullarda bile beton \u00fcretimi ile yerle\u015ftirilmesi aras\u0131nda gereksiz bir gecikme olmamal\u0131d\u0131r.<\/span> NSG \u00fcr\u00fcnlerinin kar\u0131\u015ft\u0131r\u0131lmas\u0131:<\/span> Su yal\u0131t\u0131m\u0131, g\u00fc\u00e7lendirme veya nem giderimi amac\u0131yla ya da betonun e\u011filme ve \u00e7ekme dayan\u0131m\u0131n\u0131 art\u0131rmak i\u00e7in ta\u015f montaj\u0131 har\u00e7lar\u0131n\u0131n sertle\u015ftirilmesi amac\u0131yla \u00fcr\u00fcnlerin ayn\u0131 g\u00fcn kullan\u0131lmak \u00fczere kar\u0131\u015ft\u0131r\u0131lmas\u0131 \u00f6nerilir; ayr\u0131ca kar\u0131\u015ft\u0131r\u0131lm\u0131\u015f harc\u0131 kuru ve s\u0131cak havada uzun s\u00fcre bekletmemelidir.<\/span><\/p>\n

    Y\u00fcksek s\u0131cakl\u0131\u011f\u0131n hidratasyon tepkimesi \u00fczerindeki etkisi ve bunun sonucunda olu\u015fan \u0131s\u0131, suyun buharla\u015fmas\u0131n\u0131 ve sertle\u015fmeyi art\u0131rarak betonun dayan\u0131kl\u0131l\u0131\u011f\u0131n\u0131 azalt\u0131r. Bu nedenle bu fakt\u00f6rlerin hi\u00e7biri durdurulamaz; en iyi ve tek \u00e7\u00f6z\u00fcm betonu hemen kar\u0131\u015ft\u0131rd\u0131ktan sonra yerle\u015ftirmektir.<\/span> Ayr\u0131ca sertle\u015fmi\u015f (hidratasyonu %60 oran\u0131nda tamamlanm\u0131\u015f) harca su eklenmesi kesinlikle \u00f6nerilmez.<\/span> (Harc\u0131n sadece yeni kuruma a\u015famas\u0131na ge\u00e7ti\u011fi zamanlarda hafif\u00e7e su eklenebilir; hen\u00fcz sertle\u015fme belirtileri g\u00f6stermiyorlarsa. Biraz N50 beton yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve B70 harc\u0131 eklemek kaybolan \u00f6zellikleri geri kazand\u0131rabilir ayr\u0131ca sertlik direncini art\u0131rabilir.)<\/span><\/p>\n

    Beton Y\u00fczeylerinin Yerle\u015ftirilmesi ve \u0130\u015flenmesi:<\/strong><\/span> Yerle\u015ftirme s\u0131ras\u0131nda (vibrasyon) i\u00e7 mekanda hava kalmayacak \u015fekilde dikkat edilmelidir; \u00e7\u00fcnk\u00fc betonda veya har\u00e7ta hapsolan hava onu bo\u015falt\u0131r.<\/span> Betonun kal\u0131p i\u00e7inde son yerle\u015fim a\u015famas\u0131nda h\u0131zl\u0131ca vibrasyon yap\u0131lmas\u0131 \u00f6nerilir. N50 beton yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve katk\u0131s\u0131, B70 harc\u0131 yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve Z90 su yal\u0131t\u0131m yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ile re\u00e7inesi nano kopolimerlerden olu\u015ftu\u011fu i\u00e7in bu alanda benzersiz \u00f6zelliklere sahiptir.<\/span> Her zaman \u015fartlar\u0131n \u00f6yle ayarlanmas\u0131 gerekir ki betondaki derinlikte bulunan su yeterince h\u0131zl\u0131 bir \u015fekilde y\u00fczeye ula\u015fs\u0131n. Aksi takdirde beton y\u00fczeyi b\u00fcz\u00fcl\u00fcr ve \u00e7atlaklar olu\u015fur.<\/span><\/p>\n

    Su yal\u0131t\u0131m ama\u00e7l\u0131 yap\u0131lm\u0131\u015f betonlarda (havuzlar, teraslar, \u00e7at\u0131 bah\u00e7eleri, cepheler, tuvaletler, zemin kaplamalar\u0131, otoparklar gibi) bu \u00e7atlaklar b\u00fcy\u00fck sorunlara yol a\u00e7ar.<\/span> Her ne kadar bu \u00e7atlaklar donat\u0131lm\u0131\u015f betonda veya su yal\u0131t\u0131m\u0131n\u0131n \u00f6nemli olmad\u0131\u011f\u0131 di\u011fer har\u00e7larda yap\u0131sal olarak \u00f6nemli olmasa da bazen derinlere n\u00fcfuz edebilirler; bu durumda donat\u0131lar\u0131n etraf\u0131nda korozyona neden olarak yap\u0131n\u0131n gizli zay\u0131fl\u0131klar\u0131na yol a\u00e7abilirler.<\/span> Bu nedenle betonu ve harc\u0131 \u00fcretmeden \u00f6nce mutlaka N50 beton yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131 ve B70 harc\u0131 yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131ndan faydalan\u0131lmas\u0131 \u015fiddetle tavsiye edilir. Betonu yerle\u015ftirdikten sonra hemen buharla\u015fmay\u0131 olumlu bir \u015fekilde azaltacak \u00f6nlemler al\u0131nmal\u0131d\u0131r.<\/span><\/p>\n

    \u00d6nerilen Y\u00f6ntemler<\/strong><\/span><\/p>\n

      \n
    • R\u00fczgar y\u00f6n\u00fcnde ge\u00e7ici r\u00fczgar kesiciler olu\u015fturmak,<\/span><\/li>\n
    • \u0130lk f\u0131rsatta ince sis \u015feklinde sulama yapmak (betonla temas eden havan\u0131n nem oran\u0131n\u0131 art\u0131rmak i\u00e7in),<\/span><\/li>\n
    • \u0130lk sertle\u015fmeden hemen sonra do\u011frudan sulama yapmak (beton d\u00f6k\u00fcm\u00fcnden yakla\u015f\u0131k 6 ila 8 saat sonra).<\/span><\/li>\n<\/ul>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n

       <\/p>\n","protected":false},"excerpt":{"rendered":"

      D\u00fc\u015f\u00fck hidratasyon \u0131s\u0131s\u0131 olan \u00e7imentolar\u0131n, su yal\u0131t\u0131m har\u00e7lar\u0131 ve g\u00fc\u00e7lendirme i\u00e7in ya da beton d\u00f6kme har\u00e7lar\u0131nda kullan\u0131lmas\u0131, betonun s\u0131cakl\u0131k art\u0131\u015f\u0131 ile ilgili sorunlar\u0131n bir k\u0131sm\u0131n\u0131 azaltabilir. Ancak, \u00f6zel \u00e7imentolar\u0131n ve farkl\u0131 tiplerin kullan\u0131m\u0131 gerekli \u00f6nlemleri gereksiz k\u0131lmaz.<\/p>\n","protected":false},"author":1,"featured_media":18120,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[62],"tags":[339,340,143,109],"class_list":["post-34741","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-teknik-makaleler","tag-beton-insaat","tag-beton-su-yalitimi","tag-havuz-izolasyonu","tag-izolasyon"],"_links":{"self":[{"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/posts\/34741","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\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/comments?post=34741"}],"version-history":[{"count":2,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/posts\/34741\/revisions"}],"predecessor-version":[{"id":38964,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/posts\/34741\/revisions\/38964"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/media\/18120"}],"wp:attachment":[{"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/media?parent=34741"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/categories?post=34741"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/nsgco.co\/tr\/wp-json\/wp\/v2\/tags?post=34741"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}