{"id":3964,"date":"2026-08-11T10:00:00","date_gmt":"2026-08-11T10:00:00","guid":{"rendered":"https:\/\/megainsulation.com.tr\/temel-ve-perde-duvar-yalitimi\/"},"modified":"2026-08-11T10:00:00","modified_gmt":"2026-08-11T10:00:00","slug":"temel-ve-perde-duvar-yalitimi","status":"publish","type":"post","link":"https:\/\/megainsulation.com.tr\/en\/temel-ve-perde-duvar-yalitimi\/","title":{"rendered":"Temel ve Perde Duvar Yal\u0131t\u0131m\u0131 Nas\u0131l Yap\u0131l\u0131r? XPS ve Su Yal\u0131t\u0131m\u0131 S\u0131ras\u0131"},"content":{"rendered":"

Temel yal\u0131t\u0131m\u0131 nas\u0131l yap\u0131l\u0131r sorusunun k\u0131sa cevab\u0131 bir katman s\u0131ras\u0131d\u0131r: betonarme y\u00fczey haz\u0131rlan\u0131r, temel ve perde duvar\u0131n suyla temas eden d\u0131\u015f y\u00fcz\u00fcne su yal\u0131t\u0131m\u0131 uygulan\u0131r, \u00fczerine XPS \u0131s\u0131 yal\u0131t\u0131m levhalar\u0131 d\u00fcbelsiz yap\u0131\u015ft\u0131r\u0131l\u0131r, en d\u0131\u015fa koruma ve drenaj katman\u0131 gelir, toprak dolgu kademeli olarak s\u0131k\u0131\u015ft\u0131r\u0131l\u0131r. Is\u0131 yal\u0131t\u0131m\u0131n\u0131n kal\u0131nl\u0131\u011f\u0131 TS 825’e g\u00f6re hesaplan\u0131r.<\/p>\n

Temel ve bodrum perdeleri binan\u0131n y\u00fck\u00fcn\u00fc zemine aktar\u0131r ve kullan\u0131m \u00f6m\u00fcrleri boyunca su ile neme maruz kal\u0131r. Dolgudan sonra bu y\u00fczeyler bir daha g\u00f6r\u00fclmez; g\u00f6zden ka\u00e7an bir k\u00f6\u015fe ya da delinmi\u015f bir su yal\u0131t\u0131m\u0131, y\u0131llar sonra bodrumda nem, k\u00fcf ve donat\u0131 korozyonu olarak geri d\u00f6ner.<\/p>\n

Temel yal\u0131t\u0131m\u0131 neden yap\u0131l\u0131r?<\/h2>\n

Temel yal\u0131t\u0131m\u0131 iki i\u015f g\u00f6r\u00fcr: su yal\u0131t\u0131m\u0131 betonarmeyi sudan ve nemden korur, \u0131s\u0131 yal\u0131t\u0131m\u0131 topra\u011fa bakan duvar ve d\u00f6\u015femelerden olan \u0131s\u0131 kayb\u0131n\u0131 azalt\u0131r. Bodrumu \u0131s\u0131t\u0131lan ya da ya\u015fam alan\u0131 olarak kullan\u0131lan binalarda ikisi birlikte tasarlan\u0131r.<\/p>\n

Su taraf\u0131ndaki riskler iyi tan\u0131mlanm\u0131\u015ft\u0131r. Ekinci ve Y\u0131ld\u0131r\u0131m’\u0131n temel ve bodrum perdelerinde su-nem yal\u0131t\u0131m\u0131 \u00fczerine \u00e7al\u0131\u015fmas\u0131na g\u00f6re yal\u0131t\u0131ms\u0131z ya da niteliksiz yal\u0131t\u0131lm\u0131\u015f temel ve bodrum duvarlar\u0131nda donat\u0131 korozyona u\u011frar, donma-\u00e7\u00f6z\u00fclme tekrarlar\u0131 betondaki \u00e7atlaklar\u0131 b\u00fcy\u00fct\u00fcr, i\u00e7eride k\u00fcf g\u00f6r\u00fcl\u00fcr, s\u0131va ve boya kabar\u0131r. Suyun yap\u0131ya uzun vadeli etkisini bina \u00f6mr\u00fc<\/a> yaz\u0131m\u0131zda ele ald\u0131k.<\/p>\n

Is\u0131 taraf\u0131nda, Binalarda Enerji Performans\u0131 Y\u00f6netmeli\u011fi binay\u0131 topraktan ay\u0131ran yap\u0131 bile\u015fenlerinin TS 825’teki asgari \u0131s\u0131 yal\u0131t\u0131m \u015fartlar\u0131na uygun yal\u0131t\u0131lmas\u0131n\u0131 ister; \u0131s\u0131 yal\u0131t\u0131m projesinde bu duvar ve d\u00f6\u015femelerin katmanlar\u0131, kal\u0131nl\u0131klar\u0131 ve U de\u011ferleri g\u00f6sterilir. \u0130ZODER’e g\u00f6re XPS burada hem \u0131s\u0131 yal\u0131t\u0131m\u0131 sa\u011flar hem de su yal\u0131t\u0131m\u0131n\u0131 dolgu s\u0131ras\u0131ndaki mekanik etkilere kar\u015f\u0131 korur.<\/p>\n

Perde duvar yal\u0131t\u0131m\u0131nda katmanlar hangi s\u0131rayla dizilir?<\/h2>\n

Perde duvar yal\u0131t\u0131m\u0131nda su yal\u0131t\u0131m\u0131 betona en yak\u0131n katmand\u0131r; XPS onun d\u0131\u015f\u0131nda kal\u0131r ve su yal\u0131t\u0131m\u0131n\u0131 korur, drenaj ve dolgu en d\u0131\u015fa gelir. Binalarda Su Yal\u0131t\u0131m\u0131 Y\u00f6netmeli\u011fi, yeni binalarda su yal\u0131t\u0131m\u0131n\u0131n yap\u0131 eleman\u0131n\u0131n suya maruz kald\u0131\u011f\u0131 taraftan uygulanmas\u0131n\u0131 esas al\u0131r.<\/p>\n

Koruma duvar\u0131 kullan\u0131lmayan yayg\u0131n detayda bodrum perde duvar yal\u0131t\u0131m\u0131 i\u00e7ten d\u0131\u015fa \u015f\u00f6yle s\u0131ralan\u0131r:<\/p>\n

    \n
  1. Betonarme perde duvar<\/li>\n
  2. Gerekiyorsa d\u00fczeltme s\u0131vas\u0131<\/li>\n
  3. Su yal\u0131t\u0131m\u0131<\/li>\n
  4. Is\u0131 yal\u0131t\u0131m\u0131: XPS levha<\/li>\n
  5. Gerekiyorsa drenaj levhas\u0131<\/li>\n
  6. Toprak dolgu; temel kotu seviyesinde \u00e7evresel drenaj borusu<\/li>\n<\/ol>\n

    Su yal\u0131t\u0131m\u0131n\u0131n \u00fczerindeki XPS, Y\u00f6netmelik’in sayd\u0131\u011f\u0131 koruma y\u00f6ntemlerinden biridir; di\u011ferleri k\u00e2gir koruma duvar\u0131 ve drenaj levhas\u0131d\u0131r. Bu d\u00fczen, teras \u00e7at\u0131 yal\u0131t\u0131m\u0131<\/a> yaz\u0131m\u0131zda anlatt\u0131\u011f\u0131m\u0131z ters terasla ayn\u0131 mant\u0131\u011fa dayan\u0131r: su yal\u0131t\u0131m\u0131 i\u00e7eride kal\u0131r, levha onu d\u0131\u015far\u0131dan korur.<\/p>\n

    Biti\u015fik nizamda perdenin d\u0131\u015f\u0131nda \u00e7al\u0131\u015fma bo\u015flu\u011fu yoksa Y\u00f6netmelik, iksadan ayr\u0131 bir betonarme \u00e7anak yap\u0131lmas\u0131n\u0131 ve su yal\u0131t\u0131m\u0131n\u0131n bu \u00e7ana\u011f\u0131n i\u00e7 y\u00fcz\u00fcne uygulanmas\u0131n\u0131 \u00f6ng\u00f6r\u00fcr.<\/p>\n

    Temelde neden XPS kullan\u0131l\u0131r?<\/h2>\n

    XPS (ekstr\u00fcde polistiren), kapal\u0131 h\u00fccreli yap\u0131s\u0131, d\u00fc\u015f\u00fck su emmesi ve basma dayan\u0131m\u0131 sayesinde su yal\u0131t\u0131m\u0131n\u0131n d\u0131\u015f\u0131nda, nemli topra\u011fa ve dolgu bas\u0131nc\u0131na do\u011frudan maruz kalan katmana uygundur. Mega XPS d\u00fcz levha<\/a> \u00fcr\u00fcn sayfas\u0131 da kullan\u0131m alanlar\u0131 aras\u0131nda toprak alt\u0131 perde duvarlar\u0131 ve toprakla temas eden temel yal\u0131t\u0131m\u0131n\u0131 sayar.<\/p>\n

    \"Mega
    D\u00fcz y\u00fczeyli ve lamba binili Mega XPS levhalar; \u00fcr\u00fcn sayfas\u0131 toprak alt\u0131 perde duvarlar\u0131 ve temelleri kullan\u0131m alanlar\u0131 aras\u0131nda sayar.<\/figcaption><\/figure>\n

    \u0130ZODER bu uygulama i\u00e7in en az 300 kPa basma dayan\u0131ml\u0131, iki y\u00fcz\u00fc z\u0131rhl\u0131 ve kenarlar\u0131 binili XPS levhalar\u0131 tarif eder. Mega XPS d\u00fcz levha d\u00fcz-z\u0131rhl\u0131 y\u00fczeyli ve lamba binili kenarl\u0131d\u0131r; 300 kPa tipi MEGA XPS T3000’dir. Mega XPS tiplerinin teknik f\u00f6ylerdeki temel de\u011ferleri \u015f\u00f6yledir:<\/p>\n\n\n\n\n\n\n\n\n
    Tip<\/th>\nBasma dayan\u0131m\u0131 CS(10\\Y)<\/th>\n\u03bbD (W\/mK)<\/th>\nKal\u0131nl\u0131k (mm)<\/th>\n<\/tr>\n<\/thead>\n
    MEGA XPS T1500<\/td>\n150 kPa<\/td>\n0,035<\/td>\n20\u201380<\/td>\n<\/tr>\n
    MEGA XPS T2000<\/td>\n200 kPa<\/td>\n0,035<\/td>\n20\u201380<\/td>\n<\/tr>\n
    MEGA XPS T2500<\/td>\n250 kPa<\/td>\n0,036<\/td>\n20\u2013120<\/td>\n<\/tr>\n
    MEGA XPS T3000<\/td>\n300 kPa<\/td>\n0,035<\/td>\n20\u2013120<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

    Kaynak: MEGA XPS T1500, T2000, T2500 ve T3000 teknik f\u00f6yleri. T\u00fcm tiplerde ebat 600 x 1200 mm, tamamen dald\u0131rmayla uzun s\u00fcreli su emme WL(T)0,7 (en fazla %0,7), azami kullan\u0131m s\u0131cakl\u0131\u011f\u0131 -50\/+75 \u00b0C, yang\u0131na tepki s\u0131n\u0131f\u0131 E’dir (TS EN 13501-1).<\/p>\n

    Tip se\u00e7imi dolgu y\u00fck\u00fcne, derinli\u011fe ve proje ko\u015fullar\u0131na ba\u011fl\u0131d\u0131r; ayr\u0131nt\u0131s\u0131n\u0131 XPS bas\u0131n\u00e7 dayan\u0131m\u0131<\/a> yaz\u0131s\u0131nda a\u00e7t\u0131k. Malzemenin genel \u00f6zellikleri i\u00e7in XPS nedir<\/a>, EPS ile fark\u0131 i\u00e7in XPS mi EPS mi<\/a> yaz\u0131lar\u0131na bakabilirsiniz.<\/p>\n

    Levhalar\u0131n su yal\u0131t\u0131m\u0131na yap\u0131\u015ft\u0131r\u0131ld\u0131\u011f\u0131 detaylarda p\u00fcr\u00fczl\u00fc kanall\u0131 XPS<\/a> de bir se\u00e7enektir; \u00fcr\u00fcn sayfas\u0131 bu levhay\u0131 temellerde ve perde duvarlarda yap\u0131\u015ft\u0131rmal\u0131 uygulama i\u00e7in tan\u0131mlar. Mega Yal\u0131t\u0131m, ta\u015fy\u00fcn\u00fc, XPS ve EPS \u0131s\u0131 yal\u0131t\u0131m levhalar\u0131n\u0131n yan\u0131 s\u0131ra MegaTech yap\u0131 kimyasallar\u0131 ve Fullback su yal\u0131t\u0131m\u0131 \u00fcr\u00fcnlerini Mega markas\u0131yla sunan, genel m\u00fcd\u00fcrl\u00fc\u011f\u00fc \u0130stanbul Kavac\u0131k’ta, fabrikas\u0131 Elaz\u0131\u011f’da bulunan bir T\u00fcrk yal\u0131t\u0131m malzemeleri \u00fcreticisidir.<\/p>\n

    Temel ve perde duvarda su yal\u0131t\u0131m\u0131 nas\u0131l se\u00e7ilir?<\/h2>\n

    Su yal\u0131t\u0131m\u0131, yap\u0131n\u0131n maruz kalaca\u011f\u0131 suyun t\u00fcr\u00fcne g\u00f6re se\u00e7ilir. Binalarda Su Yal\u0131t\u0131m\u0131 Y\u00f6netmeli\u011fi bu karar\u0131 zemin et\u00fcd\u00fcndeki ge\u00e7irgenli\u011fe ve yeralt\u0131 su seviyesine ba\u011flar:<\/p>\n\n\n\n\n\n\n\n\n\n
    Situation<\/th>\nSu yal\u0131t\u0131m\u0131 neye kar\u015f\u0131 tasarlan\u0131r?<\/th>\n<\/tr>\n<\/thead>\n
    Yeralt\u0131 su seviyesinin \u00fczerinde, \u00e7ok ge\u00e7irgen zemin (k \u2265 10\u207b\u2074 m\/s)<\/td>\nUygun drenajla bas\u0131n\u00e7s\u0131z suya kar\u015f\u0131<\/td>\n<\/tr>\n
    Yeralt\u0131 su seviyesinin \u00fczerinde, az ge\u00e7irgen zemin (k < 10\u207b\u2074 m\/s), su birikmiyor<\/td>\nBas\u0131n\u00e7s\u0131z suya kar\u015f\u0131<\/td>\n<\/tr>\n
    Az ge\u00e7irgen zemin, drenaj yok, su ge\u00e7ici olarak birikiyor<\/td>\nBas\u0131n\u00e7l\u0131 suya kar\u015f\u0131<\/td>\n<\/tr>\n
    Temel veya perde yeralt\u0131 su seviyesinin alt\u0131nda<\/td>\nZemin ge\u00e7irgenli\u011fine bak\u0131lmaks\u0131z\u0131n bas\u0131n\u00e7l\u0131 suya kar\u015f\u0131<\/td>\n<\/tr>\n
    Yap\u0131 y\u00fcksekli\u011fi 51,50 m’yi ya da kapal\u0131 kullanma alan\u0131 10.000 m\u00b2’yi a\u015fan bodrumlu bina<\/td>\nHer ko\u015fulda bas\u0131n\u00e7l\u0131 suya kar\u015f\u0131<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

    Kaynak: Binalarda Su Yal\u0131t\u0131m\u0131 Y\u00f6netmeli\u011fi, Madde 9.<\/p>\n

    Y\u00f6netmelik, \u00f6rt\u00fc tipi ya da s\u00fcrme esasl\u0131 malzemelerle yap\u0131lan y\u00fczeysel yal\u0131t\u0131m\u0131 ve ge\u00e7irimsiz betonla sa\u011flanan yap\u0131sal yal\u0131t\u0131m\u0131 tan\u0131r; bas\u0131n\u00e7l\u0131 suya maruz yatay y\u00fczeylerde \u00f6rt\u00fc tipi malzeme esast\u0131r. Malzemenin su bas\u0131nc\u0131nda ge\u00e7irimsiz kalmas\u0131, zemindeki kimyasallara dayanmas\u0131 ve oturma ile \u00e7atlaklara uyum g\u00f6sterecek esnekli\u011fe ya da \u00e7atlak k\u00f6pr\u00fcleme kabiliyetine sahip olmas\u0131 beklenir.<\/p>\n

    S\u00fcrme esasl\u0131 se\u00e7eneklerden biri, Mega markas\u0131yla sunulan Fullback Duo tam elastik<\/a> su yal\u0131t\u0131m\u0131d\u0131r: \u00e7imento ve akrilik esasl\u0131, 20 kg toz ve 10 kg s\u0131v\u0131dan olu\u015fan \u00e7ift bile\u015fenli bir \u00fcr\u00fcn. \u00dcr\u00fcn sayfas\u0131 temel, perde ve istinat duvarlar\u0131n\u0131 kullan\u0131m alanlar\u0131 aras\u0131nda sayar; \u00fcr\u00fcn beton, s\u0131va ve \u015fap \u00fczerine uygulan\u0131r. Kat say\u0131s\u0131, sarfiyat ve bekleme s\u00fcreleri teknik f\u00f6yden al\u0131n\u0131r; Y\u00f6netmelik kal\u0131nl\u0131k ve sarfiyat bilgisinin proje detaylar\u0131nda g\u00f6sterilmesini zorunlu tutar.<\/p>\n

    \"Temel,
    Fullback Duo’nun kullan\u0131m alanlar\u0131ndan temel, \u0131slak hacim ve teras, \u00e7izimde k\u0131rm\u0131z\u0131yla i\u015faretlenmi\u015ftir.<\/figcaption><\/figure>\n

    \u00dcr\u00fcn ailesinin tamam\u0131 Fullback su yal\u0131t\u0131m malzemeleri<\/a> sayfas\u0131nda; \u00fcr\u00fcn grubunun genel \u00e7er\u00e7evesini yap\u0131 kimyasallar\u0131 nedir<\/a> yaz\u0131s\u0131nda anlatt\u0131k.<\/p>\n

    Is\u0131 yal\u0131t\u0131m\u0131 kal\u0131nl\u0131\u011f\u0131 nas\u0131l belirlenir?<\/h2>\n

    XPS kal\u0131nl\u0131\u011f\u0131, TS 825’in hesap y\u00f6ntemiyle haz\u0131rlanan \u0131s\u0131 yal\u0131t\u0131m projesinde belirlenir; her binaya uyan tek bir rakam yoktur. Binalarda Enerji Performans\u0131 Y\u00f6netmeli\u011fi’ne g\u00f6re bu projeyi yetkili makina m\u00fchendisi haz\u0131rlar ve proje yap\u0131 ruhsat\u0131 a\u015famas\u0131nda istenir.<\/p>\n

    Hesapta her katman\u0131n \u0131s\u0131l direnci, kal\u0131nl\u0131\u011f\u0131n \u0131s\u0131l iletkenli\u011fe b\u00f6l\u00fcnmesiyle (R = d \/ \u03bb) bulunur; diren\u00e7ler toplan\u0131r ve U de\u011feri bu toplam\u0131n tersidir. Proje, y\u0131ll\u0131k \u0131s\u0131tma enerjisi ihtiyac\u0131n\u0131n TS 825’teki s\u0131n\u0131r de\u011feri a\u015fmad\u0131\u011f\u0131n\u0131 g\u00f6sterir ve yo\u011fu\u015fma tahkikini i\u00e7erir. \u0130ZODER de kal\u0131nl\u0131\u011f\u0131n bodrumun kullan\u0131m amac\u0131na g\u00f6re belirlenmesini ister.<\/p>\n

    Mega teknik f\u00f6yleri her kal\u0131nl\u0131\u011f\u0131n \u0131s\u0131l diren\u00e7 beyan de\u011ferini (RD) verir. MEGA XPS T3000 i\u00e7in:<\/p>\n\n\n\n\n\n\n\n\n\n
    Kal\u0131nl\u0131k (mm)<\/th>\nIs\u0131l diren\u00e7 beyan de\u011feri RD (m\u00b2K\/W)<\/th>\n<\/tr>\n<\/thead>\n
    50<\/td>\n1,40<\/td>\n<\/tr>\n
    60<\/td>\n1,70<\/td>\n<\/tr>\n
    80<\/td>\n2,25<\/td>\n<\/tr>\n
    100<\/td>\n2,85<\/td>\n<\/tr>\n
    120<\/td>\n3,40<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

    Kaynak: MEGA XPS T3000 teknik f\u00f6y\u00fc (\u03bbD 0,035 W\/mK). Hesapta kullan\u0131lacak \u0131s\u0131l iletkenlik de\u011ferine projeyi haz\u0131rlayan m\u00fchendis TS 825’e g\u00f6re karar verir. Kavramlar\u0131n ayr\u0131nt\u0131s\u0131 TS 825<\/a> And \u0131s\u0131 iletim katsay\u0131s\u0131<\/a> yaz\u0131lar\u0131m\u0131zda.<\/p>\n

    Temel yal\u0131t\u0131m\u0131 nas\u0131l yap\u0131l\u0131r? Ad\u0131m ad\u0131m uygulama<\/h2>\n

    Radye temelde taban su yal\u0131t\u0131m\u0131 grobeton \u00fczerine, temel betonu d\u00f6k\u00fclmeden yap\u0131l\u0131r; perdelerdeki d\u00fc\u015fey yal\u0131t\u0131m sonra bu katmana ba\u011flan\u0131r. Perde duvar i\u00e7in ad\u0131mlar \u015funlard\u0131r:<\/p>\n

      \n
    1. Su durumunu belirleyin:<\/strong> Zemin et\u00fcd\u00fcndeki ge\u00e7irgenlik ve mevsimsel en y\u00fcksek yeralt\u0131 su seviyesine g\u00f6re sistem se\u00e7ilir. Zemin kotu ile temel alt kotu aras\u0131nda 3 metreden fazla fark varsa ya da arazi e\u011fimi su birikmesine yol a\u00e7abiliyorsa yal\u0131t\u0131m drenajla birlikte kurulur.<\/li>\n
    2. Y\u00fczeyi haz\u0131rlay\u0131n:<\/strong> Toz, gev\u015fek par\u00e7a, \u00e7\u0131k\u0131nt\u0131, kal\u0131p ya\u011f\u0131 ve \u00e7i\u00e7eklenme temizlenir, bozukluklar d\u00fczeltilir. Ekinci ve Y\u0131ld\u0131r\u0131m, k\u00f6\u015fe ve kenarlar\u0131n 4 cm yar\u0131\u00e7apla yuvarlat\u0131lmas\u0131n\u0131 \u00f6nerir.<\/li>\n
    3. Detaylar\u0131 \u00f6nceden \u00e7\u00f6z\u00fcn:<\/strong> Dilatasyon, perde-taban birle\u015fimi ve tesisat ge\u00e7i\u015flerinde su tutucu bant gibi s\u0131zd\u0131rmazl\u0131k tamamlay\u0131c\u0131 \u00fcr\u00fcnlerle ilave \u00f6nlem al\u0131n\u0131r.<\/li>\n
    4. Su yal\u0131t\u0131m\u0131n\u0131 uygulay\u0131n:<\/strong> Malzeme f\u00f6ydeki sarfiyatla, e\u015fit kal\u0131nl\u0131kta ve homojen bir katman halinde uygulan\u0131r, tabandaki yal\u0131t\u0131mla birle\u015ftirilir ve en az su basman seviyesine kadar kesintisiz devam ettirilir.<\/li>\n
    5. XPS levhalar\u0131 yerle\u015ftirin:<\/strong> Levhalar dolgu s\u0131ras\u0131nda kaymamalar\u0131 i\u00e7in sa\u011flam bir d\u00fczleme oturtulur, ek yerleri \u015fa\u015f\u0131rtmal\u0131 dizilir ve su yal\u0131t\u0131m\u0131yla uyumlu bir yap\u0131\u015ft\u0131r\u0131c\u0131yla noktasal olarak tutturulur; d\u00fcbel kullan\u0131lmaz.<\/li>\n
    6. Biti\u015fi kapat\u0131n:<\/strong> Su basman seviyesinde, su yal\u0131t\u0131m\u0131n\u0131n arkas\u0131na su girmesini ve levhalar\u0131n ayr\u0131lmas\u0131n\u0131 \u00f6nleyen bir biti\u015f detay\u0131 yap\u0131l\u0131r.<\/li>\n
    7. Koruma ve drenaj\u0131 kurun:<\/strong> Gerekiyorsa drenaj levhas\u0131 serilir ya da koruma duvar\u0131 \u00f6r\u00fcl\u00fcr; \u00e7evresel drenaj borusu temel kotu seviyesinde veya alt\u0131nda, kontrol r\u00f6garlar\u0131yla d\u00f6\u015fenir.<\/li>\n
    8. Dolguyu kademeli yap\u0131n:<\/strong> Dolgu yap\u0131\u015ft\u0131rmadan k\u0131sa s\u00fcre sonra katman katman s\u0131k\u0131\u015ft\u0131r\u0131l\u0131r; toprak bas\u0131nc\u0131 levhalar\u0131 duvara bast\u0131r\u0131r. Dolgu malzemesi drenaj\u0131n \u00e7al\u0131\u015fmas\u0131n\u0131 engellememelidir.<\/li>\n<\/ol>\n

      Yap\u0131\u015ft\u0131r\u0131c\u0131 su yal\u0131t\u0131m\u0131n\u0131n t\u00fcr\u00fcne g\u00f6re se\u00e7ilir. \u0130ZODER, bit\u00fcml\u00fc \u00f6rt\u00fc \u00fczerinde solvent i\u00e7ermeyen so\u011fuk bit\u00fcm esasl\u0131 yap\u0131\u015ft\u0131r\u0131c\u0131 ya da \u00e7ift taraf\u0131 yap\u0131\u015fkanl\u0131 bit\u00fcml\u00fc \u00f6rt\u00fc par\u00e7alar\u0131 \u00f6nerir. Mega’n\u0131n \u00e7imento esasl\u0131 \u0131s\u0131 yal\u0131t\u0131m levha yap\u0131\u015ft\u0131r\u0131c\u0131s\u0131<\/a> (MTA-3333), \u00fcr\u00fcn sayfas\u0131nda mantolama uygulamalar\u0131nda ta\u015fy\u00fcn\u00fc, XPS ve EPS levhalar\u0131n yap\u0131\u015ft\u0131r\u0131lmas\u0131 i\u00e7in tan\u0131mlan\u0131r; su yal\u0131t\u0131m\u0131 katman\u0131 \u00fczerine uygulamaya dair bir ifade i\u00e7ermez. Y\u00f6netmelik birlikte kullan\u0131lan malzemelerin birbirini olumsuz etkilememesini istedi\u011finden, su yal\u0131t\u0131m\u0131 \u00fczerinde kullan\u0131lacak yap\u0131\u015ft\u0131r\u0131c\u0131 iki \u00fcr\u00fcn\u00fcn teknik f\u00f6y\u00fcne bak\u0131larak ve gerekirse \u00fcreticiye dan\u0131\u015f\u0131larak se\u00e7ilmelidir.<\/p>\n

      \n

      MegaUsta’dan uygulama notu:<\/strong> Dolguya ge\u00e7meden \u00f6nce su yal\u0131t\u0131m\u0131n\u0131, \u00f6zellikle k\u00f6\u015feleri ve boru ge\u00e7i\u015flerini bir kez daha g\u00f6zle kontrol edin; dolgudan sonra bu y\u00fczeye ula\u015famazs\u0131n\u0131z. XPS levhalar\u0131 \u015fantiyede g\u00fcne\u015fte bekletmeyin: Mega XPS f\u00f6yleri levhalar\u0131n g\u00fcne\u015ften korunmas\u0131n\u0131, d\u0131\u015far\u0131da bekleyecekse ultraviyole \u0131\u015f\u0131nlar\u0131n\u0131 engelleyen bir \u00f6rt\u00fcyle kapat\u0131lmas\u0131n\u0131 \u00f6nerir.<\/p>\n<\/blockquote>\n

      Temel ve perde duvar yal\u0131t\u0131m\u0131nda s\u0131k yap\u0131lan hatalar nelerdir?<\/h2>\n

      Bu hatalar\u0131n ortak noktas\u0131 sonradan d\u00fczeltilememeleridir; Ekinci ve Y\u0131ld\u0131r\u0131m temel yal\u0131t\u0131m\u0131n\u0131, geri d\u00f6n\u00fc\u015f\u00fc ve telafisi neredeyse imk\u00e2ns\u0131z, hata kabul etmeyen bir uygulama olarak tan\u0131mlar. Sahada s\u0131k g\u00f6r\u00fclenler:<\/p>\n