{"id":7223,"date":"2026-10-28T09:00:00","date_gmt":"2026-10-28T01:00:00","guid":{"rendered":"https:\/\/belirollforming.com\/floor-deck-embossment-bond-strength\/"},"modified":"2026-10-30T20:06:33","modified_gmt":"2026-10-30T12:06:33","slug":"floor-deck-embossment-bond-strength","status":"publish","type":"post","link":"https:\/\/belirollforming.com\/tr\/floor-deck-embossment-bond-strength\/","title":{"rendered":"D\u00f6\u015feme Kabartma Ba\u011flant\u0131: 7 Kural"},"content":{"rendered":"
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Zemin deste\u011fi kabartma tasar\u0131m\u0131, \u00e7elik ve beton aras\u0131ndaki yatay kesme ba\u011flant\u0131s\u0131n\u0131 belirler. Do\u011fru kabartma derinli\u011fi, aral\u0131\u011f\u0131 ve \u015fekle sahip bir profil, kompozit slablar\u0131 boyutland\u0131rmak i\u00e7in SDI ve EN 1994 taraf\u0131ndan kullan\u0131lan m-k ba\u011flant\u0131 katsay\u0131lar\u0131n\u0131 y\u00fckseltir. Beli Rollforming, bunlar\u0131 tekrarlanabilir toleranslarda kesen rulo \u015fekillendirme makineleri<\/a> \u00fcretir, b\u00f6ylece ka\u011f\u0131t \u00fczerindeki ba\u011flant\u0131 say\u0131lar\u0131 sahadaki ba\u011flant\u0131yla e\u015fle\u015fir.<\/p>\n

Kompozit zemin deste\u011fi ba\u011flant\u0131 dayan\u0131m\u0131 otomatik de\u011fildir. \u00c7elik sac, tek bir eleman gibi davranabilmek i\u00e7in betonu yeterince s\u0131k\u0131 tutmal\u0131d\u0131r. Kabartma, kesme stud\u0131 olmad\u0131\u011f\u0131nda birincil tutma mekanizmas\u0131d\u0131r ve stud kullan\u0131ld\u0131\u011f\u0131nda da kt fakt\u00f6r\u00fcn\u00fc etkiler. A\u015fa\u011f\u0131daki yedi kural, geometriyi, malzeme s\u0131n\u0131rlar\u0131n\u0131 ve ba\u011flant\u0131n\u0131n \u00e7al\u0131\u015ft\u0131\u011f\u0131n\u0131 kan\u0131tlayan testleri kapsar.<\/p>\n\n

1. Kabartma Derinli\u011fi: 0.3 mm ile 0.6 mm \u00c7al\u0131\u015fma Aral\u0131\u011f\u0131d\u0131r<\/h2>\n\n

Kabartma derinli\u011fi, sac y\u00fczeyinden \u015fekillendirilmi\u015f \u00e7ukurun tepe noktas\u0131na kadar olan dikey y\u00fcksekliktir. SDI<\/a> uygulamas\u0131 ve Eurocode slab testleri her ikisi de, kullan\u0131\u015fl\u0131 ba\u011flant\u0131n\u0131n \u00e7o\u011fu profilli sac i\u00e7in 0.3 mm civar\u0131nda ba\u015flad\u0131\u011f\u0131n\u0131 ve yakla\u015f\u0131k 0.6 mm civar\u0131nda \u00fcst s\u0131n\u0131r oldu\u011funu g\u00f6stermektedir. 0.3 mm'in alt\u0131nda beton tam mekanik kilitlenmeyi geli\u015ftiremez. 0.6 mm'in \u00fcst\u00fcnde sac \u00e7ok incelir ve kaplama kabartma k\u00f6k\u00fcnde \u00e7atlar.<\/p>\n\n
Kabartma derinli\u011fi<\/th>Tipik ba\u011flant\u0131 s\u0131n\u0131f\u0131<\/th>Kaplama riski<\/th><\/tr>\n
0.2 ila 0.3 mm<\/td>S\u0131n\u0131rl\u0131<\/td>D\u00fc\u015f\u00fck<\/td><\/tr>\n
0.3 ila 0.5 mm<\/td>Standart kompozit<\/td>D\u00fc\u015f\u00fck<\/td><\/tr>\n
0.5 ila 0.6 mm<\/td>Y\u00fcksek ba\u011flant\u0131<\/td>Orta<\/td><\/tr>\n
0.6 mm \u00fczeri<\/td>\u00c7atlama olas\u0131l\u0131\u011f\u0131<\/td>Y\u00fcksek<\/td><\/tr>\n<\/table>\n

Galvanize kapl\u0131 saclar i\u00e7in, ek kaplama kal\u0131nl\u0131\u011f\u0131 ham \u00e7elik derinli\u011fini biraz azalt\u0131r. Derinli\u011fi \u00e7inko boyunca de\u011fil, ana metal \u00fczerinde \u00f6l\u00e7\u00fcn. Bizim zemin deste\u011fi rulo \u015fekillendirme makinesi al\u0131m rehberi<\/a> silindir a\u015f\u0131nmas\u0131n\u0131n derinli\u011fi parti partinin nas\u0131l de\u011fi\u015ftirdi\u011fini a\u00e7\u0131klar.<\/p>\n\n

2. Kabartma Aral\u0131\u011f\u0131, R\u0131t A\u00e7\u0131s\u0131 ile E\u015fle\u015fmelidir<\/h2>\n\n

R\u0131t boyunca kabartmalar aras\u0131ndaki mesafe uniform kalmal\u0131d\u0131r. \u00c7ok geni\u015f aral\u0131k, \u00e7ekme alt\u0131nda \u00e7atabilen uzun beton dilleri b\u0131rak\u0131r. \u00c7ok s\u0131k aral\u0131k, kabartmalar aras\u0131ndaki webi zay\u0131flat\u0131r ve leke korozyonuna davetiye \u00e7\u0131kar\u0131r.<\/p>\n

Yayg\u0131n bir kural, her r\u0131t i\u00e7in bir kabartma veya her fl\u00fct i\u00e7in bir kabartma yerle\u015ftirmek ve kesme a\u00e7\u0131s\u0131 ile hizalamakt\u0131r. 200 mm r\u0131t aral\u0131\u011f\u0131na sahip trapezoidal desteler i\u00e7in, 50 ila 100 mm kabartma aral\u0131\u011f\u0131, beton kilitlerini \u00e7apraz \u00e7atlaklar\u0131 \u00f6nlemek i\u00e7in yeterince k\u0131sa tutar. Daha derin r\u0131tlar i\u00e7in, aral\u0131\u011f\u0131 daha d\u00fc\u015f\u00fck uca do\u011fru azalt\u0131n.<\/p>\n\n
Rib spacing<\/th>\u00d6nerilen kabartma aral\u0131\u011f\u0131<\/th><\/tr>\n
150 ila 180 mm<\/td>50 ila 75 mm<\/td><\/tr>\n
200 ila 250 mm<\/td>75 ila 100 mm<\/td><\/tr>\n
300 mm ve \u00fcst\u00fc<\/td>100 ila 125 mm<\/td><\/tr>\n<\/table>\n

Bizim uzun a\u00e7\u0131kl\u0131k zemin deste\u011fi r\u0131t derinli\u011fi kurallar\u0131<\/a> a\u00e7\u0131kl\u0131k uzunlu\u011funun ve r\u0131t geometrisinin bu aral\u0131klarla nas\u0131l etkile\u015fime girdi\u011fini g\u00f6sterir.<\/p>\n\n

3. Chevron ve Dikd\u00f6rtgen Desenler Farkl\u0131 m-k De\u011ferleri \u00dcretir<\/h2>\n\n

Desen \u015fekli mekanik kilitleme y\u00f6n\u00fcn\u00fc de\u011fi\u015ftirir. Chevron kabartmalar, y\u00fck\u00fc r\u0131t webine do\u011fru y\u00f6nlendirir ve genellikle daha y\u00fcksek m de\u011ferleri verir. Dikd\u00f6rtgen kabartmalar \u015fekillendirmesi daha kolayd\u0131r ve h\u0131z aral\u0131klar\u0131 boyunca tutarl\u0131 sonu\u00e7lar verir, ancak m-k tablosunda daha d\u00fc\u015f\u00fck yer al\u0131r.<\/p>\n\n
Desen tipi<\/th>Tipik m (N\/mm\u00b2)<\/th>Tipik k (N\/mm\u00b2)<\/th>\u015eekillendirme zorlu\u011fu<\/th><\/tr>\n
Chevron \/ herringbone<\/td>90 ila 110<\/td>0.02 ila 0.04<\/td>Orta<\/td><\/tr>\n
Dikd\u00f6rtgen<\/td>70 ila 95<\/td>0.02 ila 0.05<\/td>D\u00fc\u015f\u00fck<\/td><\/tr>\n
Kabartma yok<\/td>50 ila 70<\/td>0.01 ila 0.03<\/td>Yok<\/td><\/tr>\n<\/table>\n

Bunlar ara\u015ft\u0131rma aral\u0131klar\u0131d\u0131r, garantili say\u0131lar de\u011fildir. Her deck profili, r\u0131t y\u00fcksekli\u011fi, sac kal\u0131nl\u0131\u011f\u0131 ve beton kar\u0131\u015f\u0131m\u0131 sonucu de\u011fi\u015ftirdi\u011fi i\u00e7in kendi m-k testini gerektirir. The SDI standard roll forming tolerances<\/a> sayfas\u0131, r\u0131t y\u00fcksekli\u011fi kontrol\u00fcn\u00fcn neden bu ba\u011flant\u0131y\u0131 korudu\u011funu belirtir.<\/p>\n\n

4. \u00d6nceden Boyanm\u0131\u015f ve Galvanize Kapl\u0131 Saclar Farkl\u0131 Silindir Bo\u015fluklar\u0131na \u0130htiya\u00e7 Duyar<\/h2>\n\n

Kapl\u0131 saclar kabartma istasyonunda farkl\u0131 davran\u0131r. \u00d6nceden boyanm\u0131\u015f \u00e7elik, kabartma silindiri \u00e7ok keskin veya aral\u0131k \u00e7ok s\u0131k\u0131ysa orange-peel yapabilecek daha yumu\u015fak bir y\u00fczey katman\u0131na sahiptir. Galvanize sac, kabartma k\u00f6k\u00fcnde i\u015fleme sertle\u015fir ve derinlik hedefi agresifse mikro \u00e7atlak yapabilir.<\/p>\n

Daha g\u00fcvenli bir yakla\u015f\u0131m, \u00fcretimi \u00e7al\u0131\u015ft\u0131rmadan \u00f6nce test sarg\u0131s\u0131nda kabartma derinli\u011fini do\u011frulamak, ard\u0131ndan silindir aral\u0131\u011f\u0131n\u0131 kilitlemektir. Kabartma silindirlerini Ra 0.8 \u00b5m veya daha iyi parlat\u0131lm\u0131\u015f tutun. The zemin deste\u011fi yang\u0131n uyumluluk rehberi<\/a> kaplama kal\u0131nl\u0131\u011f\u0131n\u0131n yang\u0131n dereceli montajlarla nas\u0131l etkile\u015fime girdi\u011fini g\u00f6sterir.<\/p>\n\n

5. Stud kt Fakt\u00f6r\u00fc ve Kabartma Derinli\u011fi Ba\u011flant\u0131l\u0131d\u0131r<\/h2>\n\n

Ba\u015fl\u0131kl\u0131 kesme studlar\u0131 destenin i\u00e7inden kaynakland\u0131\u011f\u0131nda, profilli sac kt fakt\u00f6r\u00fcyle stud kapasitesini azalt\u0131r. EN 1994-1-1<\/a> kt de\u011ferini her r\u0131t i\u00e7in stud say\u0131s\u0131 ve sac kal\u0131nl\u0131\u011f\u0131yla s\u0131n\u0131rlar. AISC 360<\/a> Kuzey Amerika kompozit desteleri i\u00e7in ayn\u0131 kavram\u0131 kapsar. R\u0131t i\u00e7indeki daha derin kabartmalar yerel beton s\u0131n\u0131rlamas\u0131na yard\u0131mc\u0131 olabilir, ancak kt azaltmas\u0131n\u0131 ortadan kald\u0131rmaz.<\/p>\n\n
R\u0131t ba\u015f\u0131na stud say\u0131s\u0131<\/th>Sac \u2264 1 mm<\/th>Sac \u2265 1 mm<\/th><\/tr>\n
1<\/td>0.85<\/td>1.00<\/td><\/tr>\n
2<\/td>0.70<\/td>0.80<\/td><\/tr>\n<\/table>\n

R\u0131t ba\u015f\u0131na bir stud, daha kal\u0131n saclar i\u00e7in kt de\u011ferini 1.0 civar\u0131nda tutar. \u0130nce sacta r\u0131t ba\u015f\u0131na iki stud, kt de\u011ferini 0.70'a d\u00fc\u015f\u00fcr\u00fcr. Kabartma tasar\u0131m\u0131, k\u00f6t\u00fc bir stud yerle\u015fimini d\u00fczeltmez.<\/p>\n\n

6. Ba\u011flant\u0131 Dayan\u0131m\u0131 Sadece Derinlik \u00d6l\u00e7erlerle De\u011fil, Slab Testleriyle Do\u011frulanmal\u0131d\u0131r<\/h2>\n\n

Derinlik \u00f6l\u00e7erleri ve profilometreler geometriyi do\u011frular. Bunlar betonun \u0131s\u0131rd\u0131\u011f\u0131n\u0131 kan\u0131tlamaz. Tek kabul edilebilir kan\u0131t, tam \u00f6l\u00e7ekli bir kompozit slab testidir ve bu test, tam profil i\u00e7in bir m-k \u00e7ifti \u00fcretir. SDI C-2017 ve EN 1994-1-1 her ikisi de bu do\u011frulamay\u0131 gerektirir. SDI, deck \u00f6zelinde m ve k de\u011ferlerini yay\u0131nlar ve Eurocode ara\u015ft\u0131rmalar\u0131 bunlar\u0131 N\/mm\u00b2 cinsinden raporlar. Tedarik\u00e7i sadece bir derinlik sertifikas\u0131 sunuyorsa, submittal\u0131 imzalamadan \u00f6nce bir m-k test raporu isteyin.<\/p>\n

A\u015fa\u011f\u0131daki tablo, yayg\u0131n kabartmalar i\u00e7in ara\u015ft\u0131rma aral\u0131klar\u0131 verir. Bunlar\u0131 tasar\u0131m de\u011ferleri olarak de\u011fil, k\u0131yas noktalar\u0131 olarak de\u011ferlendirin.<\/p>\n\n
Kaynak \/ profil<\/th>m<\/th>k<\/th><\/tr>\n
Wright, Evans and Harding (1987, chevron emboss<\/td>107.5<\/td>0.040<\/td><\/tr>\n
Marimuthu et al. (2007), rectangular emboss<\/td>88.0<\/td>0.032<\/td><\/tr>\n
Corrugated sheet, no emboss<\/td>65.0<\/td>0.094<\/td><\/tr>\n<\/table>\n\n

7. A\u015f\u0131r\u0131 Kabartma Web \u00c7atlaklar\u0131 ve Kaplama Delaminasyonuna Neden Olur<\/h2>\n\n

Her sac\u0131n bir \u015fekillendirme s\u0131n\u0131r\u0131 e\u011frisi vard\u0131r. Malzeme kal\u0131nl\u0131\u011f\u0131 i\u00e7in \u00e7ok y\u00fcksek olan kabartma derinli\u011fi, webi yerel daralmaya iter. Galvanize saclarda, \u00e7inko katman\u0131 kabartma k\u00f6k\u00fcnde ayr\u0131l\u0131r ve korosyon birka\u00e7 ay i\u00e7inde orada ba\u015flar. \u00d6nceden boyanm\u0131\u015f saclarda, boya \u00e7ukurun etraf\u0131nda y\u0131ld\u0131z patlamas\u0131 deseninde \u00e7atlar.<\/p>\n

Pratik bir s\u0131n\u0131r, \u00e7o\u011fu uygulama i\u00e7in kabartma derinli\u011fini sac kal\u0131nl\u0131\u011f\u0131n\u0131n y\u00fczde yirmisinin alt\u0131nda tutmakt\u0131r. 1.2 mm bir sac i\u00e7in, malzeme daha derin \u015fekillendirme i\u00e7in test edilip onaylanmad\u0131k\u00e7a bu, 0.24 mm maksimum derinlik anlam\u0131na gelir. Bizim roll forming roller materials<\/a> rehberi, silindir parlatmas\u0131n\u0131n ve malzeme s\u0131n\u0131f\u0131n\u0131n ne kadar derine g\u00fcvenle gidebilece\u011finizi etkiledi\u011fini a\u00e7\u0131klar.<\/p>\n\n

Sonu\u00e7<\/h2>\n\n

Zemin deste\u011fi kabartma tasar\u0131m\u0131, yap\u0131sal sonu\u00e7lar\u0131 olan bir geometri problemidir. 0.3 mm ile 0.6 mm aras\u0131nda derinlik, r\u0131t a\u00e7\u0131s\u0131na uygun aral\u0131k ve hedeflenen m-k de\u011feri i\u00e7in se\u00e7ilmi\u015f bir desen, \u00e7elik ve betonun ba\u011fl\u0131 kalmas\u0131n\u0131 sa\u011flar. Kapl\u0131 saclar daha yumu\u015fak silindirler ve daha s\u0131k\u0131 kontrol gerektirir. Stud yerle\u015fimi ve kt azaltmas\u0131 kabartmadan ayr\u0131d\u0131r, bu nedenle her ikisini de tasarlay\u0131n. Beli Rollforming, bu boyutlar\u0131 tekrarlanabilir \u015fekilde tutan sat\u0131r i\u00e7i kabartma istasyonlar\u0131na sahip rulo \u015fekillendirme makineleri \u00fcretir, b\u00f6ylece slab testleriniz ilk seferde ge\u00e7er.<\/p>\n\n

SSS<\/h2>\n\n

1. Kompozit zemin deste\u011fi i\u00e7in ideal kabartma derinli\u011fi nedir?<\/strong> \u0130deal kabartma derinli\u011fi, ana metal \u00fczerinde \u00f6l\u00e7\u00fclen 0.3 mm ile 0.6 mm aras\u0131ndad\u0131r. 0.3 mm'in alt\u0131nda beton kilitlenmesi zay\u0131ft\u0131r. 0.6 mm'in \u00fcst\u00fcnde sac webi \u00e7atlak ve kaplama delaminasyonu riski alt\u0131ndad\u0131r.<\/p>\n

2. Kabartma aral\u0131\u011f\u0131 kompozit ba\u011flant\u0131 dayan\u0131m\u0131n\u0131 etkiler mi?<\/strong> Evet. R\u0131t a\u00e7\u0131s\u0131na uyan kabartma aral\u0131\u011f\u0131, beton kilitlerini k\u0131sa tutar ve \u00e7ekme \u00e7atlaklar\u0131n\u0131 azalt\u0131r. 50 ila 100 mm aral\u0131\u011f\u0131, \u00e7o\u011fu 200 mm r\u0131t decki i\u00e7in uygundur. Daha geni\u015f aral\u0131k, \u00e7atlayan uzun diller b\u0131rak\u0131r. Daha s\u0131k aral\u0131k webi zay\u0131flat\u0131r.<\/p>\n

3. Hangi kabartma deseni daha y\u00fcksek m-k de\u011ferleri verir?<\/strong> Chevron kabartmalar genellikle 90 ila 110 N\/mm\u00b2 aras\u0131nda daha y\u00fcksek m de\u011ferleri verir. Dikd\u00f6rtgen kabartmalar \u015fekillendirmesi daha kolayd\u0131r ve yine de 70 ila 95 N\/mm\u00b2'ye ula\u015f\u0131r. Kesin de\u011fer, r\u0131t geometrisine, sac kal\u0131nl\u0131\u011f\u0131na ve beton kar\u0131\u015f\u0131m\u0131na ba\u011fl\u0131d\u0131r.<\/p>\n

4. Kabartma, kompozit slablarda kesme studlar\u0131n\u0131n yerini al\u0131r m\u0131?<\/strong> Hay\u0131r. Kabartma, studs\u0131z kompozit hareket i\u00e7in mekanik kilitlenme sa\u011flar, ancak \u00e7o\u011fu tasar\u0131m her ikisini de kullan\u0131r. Kabartma, EN 1994-1-1'deki stud kt azaltmas\u0131n\u0131 ortadan kald\u0131rmaz. R\u0131t ba\u015f\u0131na bir stud, daha kal\u0131n saclar i\u00e7in kt de\u011ferini 1.0 civar\u0131nda tutar.<\/p>\n

5. Kabartma ba\u011flant\u0131 dayan\u0131m\u0131n\u0131 nas\u0131l do\u011frular\u0131m?<\/strong> Tam \u00f6l\u00e7ekli bir kompozit slab testiyle ba\u011flant\u0131 dayan\u0131m\u0131n\u0131 do\u011frulay\u0131n; bu test, tam profil i\u00e7in m ve k de\u011ferleri \u00fcretir. Derinlik \u00f6l\u00e7erleri geometriyi do\u011frular. Bunlar beton \u0131s\u0131rmas\u0131n\u0131 kan\u0131tlamaz. Tedarik\u00e7inizden sadece bir derinlik sertifikas\u0131 yerine bir m-k test raporu isteyin.<\/p>\n

6. \u00d6nceden boyanm\u0131\u015f zemin deste\u011fi, kaplamay\u0131 hasars\u0131z b\u0131rakarak kabart\u0131labilir mi?<\/strong> Evet, e\u011fer kabartma silindiri keskin, Ra 0.8 \u00b5m veya daha iyi parlat\u0131lm\u0131\u015f ve derinlik boya uzama s\u0131n\u0131r\u0131 i\u00e7inde kal\u0131yorsa. \u00d6nce bir sarg\u0131y\u0131 test edin. A\u015f\u0131r\u0131 kabartma, \u00e7ukur etraf\u0131nda orange-peel veya y\u0131ld\u0131z patlamas\u0131 \u00e7atlaklar\u0131na neden olur.<\/p>\n

7. Kabartmal\u0131 destelerde studlar i\u00e7in kt fakt\u00f6r\u00fc nedir?<\/strong> kt fakt\u00f6r\u00fc, profilli destelerde ba\u015fl\u0131kl\u0131 stud kapasitesini azalt\u0131r. EN 1994-1-1, kt de\u011ferini r\u0131t ba\u015f\u0131na stud say\u0131s\u0131 ve sac kal\u0131nl\u0131\u011f\u0131yla s\u0131n\u0131rlar. 1.0 mm veya daha kal\u0131n sacta r\u0131t ba\u015f\u0131na bir stud, kt de\u011ferini 1.0 civar\u0131nda tutar. \u0130nce sacta r\u0131t ba\u015f\u0131na iki stud, kt de\u011ferini 0.70'a d\u00fc\u015f\u00fcr\u00fcr.<\/p>\n

8. Kabartma derinli\u011fi neden galvanize zemin deste\u011fi i\u00e7in \u00f6nemlidir?<\/strong> Galvanize sac, kabartma k\u00f6k\u00fcnde i\u015fleme sertle\u015fir. 0.6 mm'in \u00fcst\u00fcnde derinlik veya keskin kal\u0131p yar\u0131\u00e7aplar\u0131 \u00e7inko katman\u0131n\u0131 ay\u0131r\u0131r ve \u00e7atlakta korosyon ba\u015flat\u0131r. Derinli\u011fi ana metale g\u00f6re \u00f6l\u00e7\u00fcn ve \u015fekillendirme a\u00e7\u0131lar\u0131n\u0131 yumu\u015fak tutun.<\/p>\n

9. Zemin deste\u011fi kabartma tasar\u0131m\u0131, sehim s\u0131n\u0131rlar\u0131yla nas\u0131l ili\u015fkilidir?<\/strong> Ba\u011flant\u0131 dayan\u0131m\u0131 kompozit hareketi etkiler, bu da slab rijitli\u011fini art\u0131r\u0131r ve sehmi azalt\u0131r. Zay\u0131f kabartma, desteyi y\u00fck alt\u0131nda kaymas\u0131na izin verir, bu da a\u00e7\u0131kl\u0131k sehimini art\u0131r\u0131r. SDI uygulamas\u0131, \u0131slak beton sehmini a\u00e7\u0131kl\u0131k \u00fczerinden 180 veya mutlak 20 mm ile s\u0131n\u0131rlar.<\/p>\n

10. Standart zemin deste\u011fi kabartma spesifikasyonlar\u0131n\u0131 nerede bulabilirim?<\/strong> Standart kabartma spesifikasyonlar\u0131, m-k y\u00f6ntemiyle SDI C-2017 ve EN 1994-1-1 i\u00e7inde yer al\u0131r. Beli Rollforming, bu standartlar i\u00e7inde derinlik ve aral\u0131\u011f\u0131 tutmak i\u00e7in m\u00fchendisli\u011fi yap\u0131lm\u0131\u015f tolerans incelemeleri ve sat\u0131r i\u00e7i kabartma istasyonlar\u0131 sa\u011flar.<\/p>\n

Son g\u00fcncelleme:<\/strong> 2026-10-28<\/p>\n\n

Makale De\u011fi\u015fiklik G\u00fcnl\u00fc\u011f\u00fc<\/h2>\n\n
    \n
  • 2026-10-28:<\/strong> 2026-10-28 takvim aral\u0131\u011f\u0131 i\u00e7in ilk versiyon. Kompozit ba\u011flant\u0131 dayan\u0131m\u0131 i\u00e7in 7 kabartma tasar\u0131m kural\u0131, 3 tablo, 10 SSS, SDI ve EN 1994 referanslar\u0131.<\/li>\n<\/ul>\n\n

    Sonraki G\u00f6zden Ge\u00e7irme Tetikleyicileri<\/h2>\n\n
      \n
    • SDI veya EN 1994, kabartma derinli\u011fini veya m-k rehberini revize eder<\/li>\n
    • Yeni bir kaplama sistemi, izin verilen kabartma derinli\u011fi s\u0131n\u0131rlar\u0131n\u0131 de\u011fi\u015ftirir<\/li>\n
    • Bir proje tipi, daha y\u00fcksek ba\u011flant\u0131 s\u0131n\u0131flar\u0131 veya \u00f6zel desenler talebini tetikler<\/li>\n
    • Bir al\u0131c\u0131, hen\u00fcz kapsanmam\u0131\u015f bir deck profili i\u00e7in kabartma spesifikasyonlar\u0131n\u0131 sorar<\/li>\n<\/ul>\n\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"

      Floor deck embossment design controls composite bond strength. 7 design rules cover depth, spacing, pattern shape, and m-k values per SDI and EN 1994.<\/p>","protected":false},"author":136317771,"featured_media":7209,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"beli_elementor_import":"","beli_elementor_applied":"","beli_elementor_debug":"","beli_pc_len":0,"beli_schema":"","_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":false,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_wpcom_ai_launchpad_first_post":false,"_jetpack_hide_featured_image":false,"_jetpack_featured_image_duplicate_dismissed":0,"_jetpack_feature_clip_id":0,"_jetpack_memberships_contains_paid_content":false,"footnotes":"","jetpack_publicize_message":"{title}\n\n{excerpt}\n\n{url}","jetpack_publicize_feature_enabled":true,"jetpack_social_post_already_shared":true,"jetpack_social_options":{"image_generator_settings":{"template":"highway","default_image_id":0,"font":"","enabled":false},"version":2},"_wpas_customize_per_network":false,"jetpack_post_was_ever_published":false},"categories":[1461,1395],"tags":[1897,3036,3871,3872,3874,3870,3875,3864,3869,3873],"class_list":["post-7223","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-commercial","category-roll-forming-machine","tag-beli-rollforming","tag-believe-industry","tag-composite-floor-deck-bond-strength","tag-embossment-depth","tag-en-1994-composite-slab","tag-floor-deck-embossment-design","tag-floor-deck-rib-geometry","tag-m-k-method","tag-sdi-floor-deck","tag-steel-concrete-interface-shear"],"blocksy_meta":[],"jetpack_publicize_connections":[],"jetpack_likes_enabled":true,"jetpack_sharing_enabled":true,"jetpack_shortlink":"https:\/\/wp.me\/pgM2Nx-1Sv","jetpack-related-posts":[{"id":7376,"url":"https:\/\/belirollforming.com\/tr\/roll-forming-lubrication-strategy\/","url_meta":{"origin":7223,"position":0},"title":"Rulo \u015fekillendirmede ya\u011flama: temiz y\u00fczey i\u00e7in 6 kural","author":"Darren Mao","date":"Kas\u0131m 5, 2026","format":false,"excerpt":"Rulo \u015fekillendirmede ya\u011flama alt\u0131 kuralda: y\u00fczeye g\u00f6re kimya, film a\u011f\u0131rl\u0131\u011f\u0131, temiz \u015ferit, s\u0131zd\u0131rmazl\u0131k ve s\u0131v\u0131 kontrol\u00fc.","rel":"","context":""Commercial" i\u00e7inde","block_context":{"text":"Commercial","link":"https:\/\/belirollforming.com\/tr\/category\/commercial\/"},"img":{"alt_text":"lubrication-system","src":"https:\/\/i0.wp.com\/belirollforming.com\/wp-content\/uploads\/2026\/07\/lubrication-system.webp?resize=350%2C200&ssl=1","width":350,"height":200,"srcset":"https:\/\/i0.wp.com\/belirollforming.com\/wp-content\/uploads\/2026\/07\/lubrication-system.webp?resize=350%2C200&ssl=1 1x, https:\/\/i0.wp.com\/belirollforming.com\/wp-content\/uploads\/2026\/07\/lubrication-system.webp?resize=525%2C300&ssl=1 1.5x, https:\/\/i0.wp.com\/belirollforming.com\/wp-content\/uploads\/2026\/07\/lubrication-system.webp?resize=700%2C400&ssl=1 2x, https:\/\/i0.wp.com\/belirollforming.com\/wp-content\/uploads\/2026\/07\/lubrication-system.webp?resize=1050%2C600&ssl=1 3x"},"classes":[]}],"jetpack_featured_media_url":"https:\/\/belirollforming.com\/wp-content\/uploads\/2026\/10\/floor-deck-shear-hero.webp","_links":{"self":[{"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/posts\/7223","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/users\/136317771"}],"replies":[{"embeddable":true,"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/comments?post=7223"}],"version-history":[{"count":12,"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/posts\/7223\/revisions"}],"predecessor-version":[{"id":7278,"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/posts\/7223\/revisions\/7278"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/media\/7209"}],"wp:attachment":[{"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/media?parent=7223"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/categories?post=7223"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/belirollforming.com\/tr\/wp-json\/wp\/v2\/tags?post=7223"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}