{"id":1388,"date":"2026-07-31T03:33:02","date_gmt":"2026-07-31T03:33:02","guid":{"rendered":"https:\/\/lift-cylinders.com\/?p=1388"},"modified":"2026-07-31T03:33:02","modified_gmt":"2026-07-31T03:33:02","slug":"rock-bucket-lift-cylinders-for-rock-pickers","status":"publish","type":"post","link":"https:\/\/lift-cylinders.com\/tr\/application\/rock-bucket-lift-cylinders-for-rock-pickers\/","title":{"rendered":"Kaya Toplay\u0131c\u0131lar i\u00e7in Kaya Kovas\u0131 Kald\u0131rma Silindirleri"},"content":{"rendered":"
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Tar\u0131m Toprak \u0130\u015fleme Makineleri Serisi \u00b7 Monografi XIV<\/span><\/p>\n<\/div>\n

Kaya Toplay\u0131c\u0131lar i\u00e7in Kaya Kovas\u0131 Kald\u0131rma Silindirleri<\/h1>\n

Tar\u0131mda kullan\u0131lan ta\u015f toplama makineleri, pahal\u0131 ekim makinelerine, hasat makinelerine ve toprak i\u015fleme aletlerine zarar veren yer alt\u0131 kayalar\u0131n\u0131, tarla ta\u015flar\u0131n\u0131 ve kaya kal\u0131nt\u0131lar\u0131n\u0131 temizleyerek kritik tohum yata\u011f\u0131 haz\u0131rl\u0131\u011f\u0131 g\u00f6revini yerine getirir. 2500 kelimeyi a\u015fk\u0131n bu m\u00fchendislik k\u0131lavuzu, \u00e7ift etkili kaynakl\u0131 ta\u015f kovas\u0131 kald\u0131rma silindirlerinin yap\u0131sal mekani\u011fini, kaynak metal\u00fcrjisini ve yorulma azaltma y\u00f6ntemlerini inceliyor. Y\u00fcksek y\u00fck alt\u0131nda ta\u015f haznesi bo\u015faltma kinemati\u011fini, Q345D d\u00fc\u015f\u00fck ala\u015f\u0131ml\u0131 yap\u0131sal \u00e7eli\u011fin performans\u0131n\u0131, silindir taban kayna\u011f\u0131 \u00e7atlamas\u0131n\u0131n ard\u0131ndaki gerilim yo\u011funla\u015fma nedenlerini ve geni\u015fletilmi\u015f d\u00f6vme taban flan\u015flar\u0131n\u0131, tam penetrasyonlu robotik kayna\u011f\u0131 ve tahribats\u0131z kusur testini (NDT) i\u00e7eren geli\u015fmi\u015f yap\u0131sal \u00e7\u00f6z\u00fcmleri analiz ediyoruz.<\/p>\n

Q345D \u00c7elik Metalurjisi<\/span>
\nTam N\u00fcfuzlu Kaynak<\/span>
\nTahribats\u0131z Muayene (NDT) Ultrasonik Muayene<\/span><\/div>\n<\/div>\n<\/header>\n

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\nKaya Toplay\u0131c\u0131 Kald\u0131rma Silindirleri i\u00e7in M\u00fchendislik \u00d6zellikleri Matrisi<\/h2>\n

A\u015fa\u011f\u0131daki m\u00fchendislik parametreleri, tar\u0131msal ta\u015f toplama makinelerinde \u00e7al\u0131\u015fan \u00e7ift etkili kaynakl\u0131 kaya kovas\u0131 kald\u0131rma silindirleri i\u00e7in gerekli yap\u0131sal, metalurjik, kaynak ve i\u015fletme standartlar\u0131n\u0131 belirler.<\/p>\n

\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
M\u00fchendislik Parametresi<\/th>\nKaya Toplay\u0131c\u0131 Ekipman Teknik \u00d6zellikler Standard\u0131<\/th>\n<\/tr>\n<\/thead>\n
Ekipman Kategorisi ve Uygulamas\u0131<\/td>\nTar\u0131msal Toprak \u0130\u015fleme ve Arazi Haz\u0131rl\u0131\u011f\u0131 \/ Mekanik Ta\u015f Toplay\u0131c\u0131<\/td>\n<\/tr>\n
Alt Sistem Hareket Profili<\/td>\nKaya Kovas\u0131 Y\u00fckseltme ve Y\u00fcksek Bo\u015faltma Vin\u00e7 Devresi \/ \u00c7ift Etkili Do\u011frusal Hareket<\/td>\n<\/tr>\n
Hidrolik Silindir Ad\u0131<\/td>\n\u00c7ift Etkili Kaya Kovas\u0131 Kald\u0131rma Silindiri (\u00c7ift Vin\u00e7 \u00c7ifti)<\/td>\n<\/tr>\n
Eylem Modu ve Yap\u0131sal Tip<\/td>\n\u00c7ift Etkili Pistonlu Silindir Tipi (Hidrolik \u0130tme Y\u00fckseltme \/ Motorlu \u00c7ekme Saklama)<\/td>\n<\/tr>\n
\u0130malat \u0130n\u015faat\u0131<\/td>\nGeni\u015fletilmi\u015f D\u00f6vme Taban Flan\u015fl\u0131 A\u011f\u0131r Kaynakl\u0131 Namlu (AWS D1.1 Uyumlu)<\/td>\n<\/tr>\n
Malzeme Sistemi Metalurjisi<\/td>\nQ345D D\u00fc\u015f\u00fck Ala\u015f\u0131ml\u0131 Y\u00fcksek Mukavemetli Yap\u0131sal \u00c7elik (GB\/T 1591 \/ S355J2+N)<\/td>\n<\/tr>\n
Y\u00fczey \u0130\u015fleme ve Kaplama<\/td>\nMikro \u00e7atlakl\u0131 sert krom kaplama (30\u201340 \u03bcm) \/ HRC 58\u201362 ind\u00fcksiyonla sertle\u015ftirilmi\u015f y\u00fczey<\/td>\n<\/tr>\n
\u00c7evresel De\u011ferlendirme S\u0131n\u0131f\u0131<\/td>\n\u015eiddetli Dinamik Kaya \u00c7arpmas\u0131 + Y\u00fcksek Toprak Tozu + S\u00fcrekli Saha Titre\u015fimi<\/td>\n<\/tr>\n
\u00c7al\u0131\u015fma Ko\u015fullar\u0131 Profili<\/td>\nTam dolu kaya kovas\u0131n\u0131n (3 ila 8 ton) kald\u0131r\u0131lmas\u0131 + merkezden uzak devrilme amortis\u00f6r\u00fc<\/td>\n<\/tr>\n
Birincil Ar\u0131za Giderildi<\/td>\nSilindir Taban Kaynak Diki\u015finde Yorulma \u00c7atla\u011f\u0131 ve Taban Kapa\u011f\u0131 Ayr\u0131lmas\u0131<\/td>\n<\/tr>\n
\u00d6nerilen M\u00fchendislik \u00d6nemli Noktalar\u0131<\/td>\nGeni\u015fletilmi\u015f D\u00f6vme Kapak Flan\u015f\u0131 + \u00c7ok Ge\u00e7i\u015fli Tam N\u00fcfuzlu Kaynak + Tahribats\u0131z Muayene (NDT)<\/td>\n<\/tr>\n
Nominal Bas\u0131n\u00e7 De\u011feri<\/td>\n21,0 MPa ila 28,0 MPa (210 \u2013 280 Bar) \u00c7al\u0131\u015fma Hidrolik Tahliye Bas\u0131nc\u0131<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/section>\n

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\nKaya Toplay\u0131c\u0131 Kinemati\u011fi ve Kep\u00e7e Bo\u015faltma Hidroli\u011fi<\/h2>\n

Modern koruyucu toprak i\u015fleme ve arazi \u0131slah\u0131nda, tarladaki ta\u015flar y\u00fcksek verimli tar\u0131m makineleri i\u00e7in s\u00fcrekli bir tehlike olu\u015fturmaktad\u0131r. A\u011f\u0131r tar\u0131m trakt\u00f6rleri taraf\u0131ndan \u00e7ekilen mekanik ta\u015f toplay\u0131c\u0131lar, 50 mm'lik el b\u00fcy\u00fckl\u00fc\u011f\u00fcndeki ta\u015flardan y\u00fczlerce kilogram a\u011f\u0131rl\u0131\u011f\u0131ndaki 800 mm'lik devasa kaya par\u00e7alar\u0131na kadar de\u011fi\u015fen ta\u015flar\u0131 toplar. Makine, ta\u015flar\u0131 toprak y\u00fczeyinden kald\u0131rmak ve bunlar\u0131 yerle\u015fik yap\u0131sal \u00e7elik ta\u015f haznesine veya kovas\u0131na bo\u015faltmak i\u00e7in d\u00f6nen bir makara veya toplama t\u0131rm\u0131\u011f\u0131 kullan\u0131r.<\/p>\n

Kaya haznesi tam kapasiteye ula\u015ft\u0131\u011f\u0131nda (3 ila 8 metrik ton yo\u011fun granit, kire\u00e7 ta\u015f\u0131 veya bazalt ta\u015f\u0131yabilir), operat\u00f6r makineyi tarlan\u0131n kenar\u0131na veya y\u00fcksek kenarl\u0131 bir damperli r\u00f6morkun yan\u0131na \u00e7eker. Bu sert, yo\u011fun y\u00fck\u00fc 2,5 ila 3,5 metrelik r\u00f6mork duvarlar\u0131ndan ge\u00e7irmek i\u00e7in kald\u0131rmak ve e\u011fmek, \u00e7ift etkili iki pervanenin sa\u011flad\u0131\u011f\u0131 muazzam bir kuvvet gerektirir. hidrolik kald\u0131rma silindirleri<\/a>.<\/p>\n

Y\u00fcksek Y\u00fck Bo\u015faltma D\u00f6ng\u00fcs\u00fc ve Dinamik \u015eok Y\u00fcklemesi<\/h3>\n

Kova bo\u015faltma d\u00f6ng\u00fcs\u00fc s\u0131ras\u0131nda, kald\u0131rma silindirleri tam hidrolik sistem bas\u0131nc\u0131 alt\u0131nda uzar. A\u011f\u0131r \u00e7elik kova, ba\u011flant\u0131 \u00e7er\u00e7evesi boyunca yukar\u0131 do\u011fru d\u00f6nerken, a\u011f\u0131rl\u0131k merkezi d\u0131\u015fa do\u011fru kayar. Ta\u015flar tah\u0131l veya toprak gibi akmad\u0131\u011f\u0131 i\u00e7in, b\u00fcy\u00fck bloklar halinde aniden hareket ederler. Bir kaya k\u00fcmesi aniden y\u00fckseltilmi\u015f kova a\u011fz\u0131ndan bir r\u00f6morka d\u00fc\u015ft\u00fc\u011f\u00fcnde, ani k\u00fctle kayb\u0131 t\u00fcm kova \u00e7er\u00e7evesinin \u015fiddetli bir \u015fekilde yukar\u0131 f\u0131rlamas\u0131na neden olur.<\/p>\n

Bu h\u0131zl\u0131 dinamik geri tepme, tamamen uzat\u0131lm\u0131\u015f silindir tertibatlar\u0131nda \u015fiddetli bir ters gerilme \u015fok dalgas\u0131na neden olur. Silindir haznelerinde hapsolmu\u015f hidrolik s\u0131v\u0131, yo\u011fun bas\u0131n\u00e7 art\u0131\u015flar\u0131na maruz kal\u0131r ve bu da silindir g\u00f6vdesine ve taban kapa\u011f\u0131 montaj kayna\u011f\u0131na y\u00fcksek mekanik gerilim uygular.<\/p>\n

\"Tar\u0131m<\/div>\n

\u00c7ift Etkili Kuvvet Mekani\u011fi ve Bas\u0131n\u00e7 Denklemleri<\/h3>\n

Kaya kovas\u0131 kald\u0131rma silindirleri, hem kovan\u0131n y\u00fckseltilmesi hem de saha \u00e7al\u0131\u015fma pozisyonuna zorla indirilmesi s\u0131ras\u0131nda pozitif g\u00fc\u00e7 sa\u011flamak i\u00e7in \u00e7ift etkili bir tasar\u0131m kullan\u0131r. Uzatma s\u0131ras\u0131nda \u00fcretilen itme kuvveti (F)itme<\/sub>) ve geri \u00e7ekme s\u0131ras\u0131ndaki \u00e7ekme kuvveti (F\u00e7ekmek<\/sub>) Etkin oda alanlar\u0131 taraf\u0131ndan y\u00f6netilirler:<\/p>\n

Fitme<\/sub> = Phidr<\/sub> \u00d7 A\u015fapka<\/sub> = Phidr<\/sub> \u00d7 (\u03c0 \u00d7 Ddelik<\/sub>2<\/sup> \/ 4)<\/div>\n
F\u00e7ekmek<\/sub> = Phidr<\/sub> \u00d7 Ahalka<\/sub> = Phidr<\/sub> \u00d7 [\u03c0 \u00d7 (Ddelik<\/sub>2<\/sup> - D\u00e7ubuk<\/sub>2<\/sup>) \/ 4]<\/div>\n

P'nin bulundu\u011fu yerhidr<\/sub> \u00c7al\u0131\u015fma hidrolik tahliye bas\u0131nc\u0131 (tipik olarak 21,0 ila 28,0 MPa), Ddelik<\/sub> i\u00e7 silindir \u00e7ap\u0131 (100 mm ila 160 mm) ve d\u00e7ubuk<\/sub> Piston kolunun d\u0131\u015f \u00e7ap\u0131 50 mm ile 90 mm aras\u0131ndad\u0131r. Kapak ucu, 6 tonluk ta\u015f y\u00fck\u00fcn\u00fc kald\u0131rmak i\u00e7in gereken maksimum itme kuvvetini \u00fcretirken, kol ucu ise a\u011f\u0131r kep\u00e7eyi mekanik \u00e7er\u00e7eve durdurucular\u0131na do\u011fru \u00e7ekmek i\u00e7in zorunlu geri \u00e7ekme sa\u011flar.<\/p>\n<\/section>\n

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\nAr\u0131za K\u00f6k Neden Analizi: Silindir Taban Kayna\u011f\u0131 K\u0131r\u0131lmas\u0131<\/h2>\n

Tar\u0131m alan\u0131ndaki saha \u00e7al\u0131\u015fmalar\u0131nda, ta\u015f toplama makinelerinin kald\u0131rma silindirleri a\u011f\u0131r y\u00fck alt\u0131nda s\u00fcrekli dinamik d\u00f6ng\u00fcye maruz kal\u0131r. T\u00fcm yap\u0131sal ar\u0131zalar aras\u0131nda, Silindir Taban Kaynak Diki\u015finde \u00c7atlaklar<\/strong>\u00a0Saha ar\u0131zalar\u0131n\u0131n ve hidrolik s\u0131v\u0131 kayb\u0131n\u0131n ba\u015fl\u0131ca nedenidir.<\/p>\n

Genel ama\u00e7l\u0131 hafif tar\u0131m makineleri i\u00e7in \u00fcretilen standart hidrolik silindirler, d\u00fcz kapak plakas\u0131n\u0131 ince silindir g\u00f6vdesi duvar\u0131na do\u011frudan birle\u015ftirmek i\u00e7in genellikle k\u0131smi n\u00fcfuzlu k\u00f6\u015fe kaynaklar\u0131 kullan\u0131r. Ta\u015f toplama makinesi \u00e7al\u0131\u015fma ko\u015fullar\u0131nda, bu temel birle\u015ftirme tasar\u0131m\u0131, birle\u015fik gerilim yo\u011funla\u015fmas\u0131 ve yorulma yay\u0131l\u0131m\u0131 nedeniyle erken ar\u0131za yapar.<\/p>\n

Gerilme Yo\u011funla\u015fmas\u0131 ve Yorulma \u00c7atla\u011f\u0131 Olu\u015fum Mekani\u011fi<\/h3>\n

Bir kaya kovas\u0131 kald\u0131rma silindiri tam ta\u015f y\u00fck\u00fc alt\u0131nda uzad\u0131\u011f\u0131nda, i\u00e7 hidrolik bas\u0131n\u00e7 silindir g\u00f6vdesini radyal olarak geni\u015fletirken, taban kapa\u011f\u0131na eksenel olarak bask\u0131 uygular. Silindirik g\u00f6vde duvar\u0131 ile rijit taban kapa\u011f\u0131 aras\u0131ndaki k\u00f6\u015fe birle\u015fimi, keskin bir geometri de\u011fi\u015fikli\u011fine neden olarak y\u00fcksek bir gerilim yo\u011funla\u015fma fakt\u00f6r\u00fc (K) olu\u015fturur.T<\/sub> > 2,5).<\/p>\n

Eksenel gerilim \u03c3eksenel<\/sub> Taban kapa\u011f\u0131 kaynak aray\u00fcz\u00fc boyunca etki eden etki \u015fu \u015fekilde ifade edilir:<\/p>\n

\u03c3eksenel<\/sub> = (Pani y\u00fckseli\u015f<\/sub> \u00d7 Ddelik<\/sub>2<\/sup>) \/ [4 \u00d7 tduvar<\/sub> \u00d7 (Ddelik<\/sub> + tduvar<\/sub>)]<\/div>\n

K\u0131smi penetrasyonlu kaynak kullan\u0131ld\u0131\u011f\u0131nda, silindirin i\u00e7 k\u00f6\u015fesinde kaynaklanmam\u0131\u015f bir k\u00f6k bo\u015flu\u011fu kal\u0131r. Bu i\u00e7 k\u00f6k bo\u015flu\u011fu, \u00f6nceden var olan keskin bir \u00e7entik gibi davran\u0131r. Kaya d\u00f6k\u00fcm\u00fc s\u0131ras\u0131nda dinamik \u015fok y\u00fckleri olu\u015ftu\u011funda, \u015fiddetli e\u011filme gerilimleri do\u011frudan bu \u00e7entik k\u00f6k\u00fcnde yo\u011funla\u015farak, binlerce kald\u0131rma d\u00f6ng\u00fcs\u00fc boyunca kaynak bo\u011faz\u0131ndan d\u0131\u015far\u0131 do\u011fru yay\u0131lan mikro \u00e7atlaklar\u0131 ba\u015flat\u0131r.<\/p>\n

\"A\u011f\u0131r<\/div>\n

Merkezden Uzak Y\u00fck B\u00fck\u00fclmesi ve Taban Kapa\u011f\u0131 Ayr\u0131lmas\u0131<\/h3>\n

Ger\u00e7ek saha operasyonlar\u0131nda, kayalar nadiren ta\u015f toplama kep\u00e7esine e\u015fit olarak da\u011f\u0131l\u0131r. E\u011fer 500 kg'l\u0131k b\u00fcy\u00fck bir kaya par\u00e7as\u0131 haznenin sol k\u00f6\u015fesinde bulunursa, kald\u0131rma kuvveti gereksinimi asimetrik hale gelir ve kald\u0131rma ba\u011flant\u0131 \u00e7er\u00e7evesinde bir burulma momenti olu\u015fur.<\/p>\n

Bu yanal b\u00fckme momenti, taban kaynak diki\u015fi boyunca d\u00fczensiz bir \u00e7ekme gerilimi uygular. Silindir taban\u0131n\u0131n bir taraf\u0131nda, eksenel \u00e7ekme gerilimi b\u00fckme gerilimiyle birle\u015ferek standart kaynak metalinin dayan\u0131m s\u0131n\u0131r\u0131n\u0131 a\u015far ve \u00e7evresel kaynak \u00e7atlamas\u0131na, ya\u011f s\u0131z\u0131nt\u0131s\u0131na veya y\u00fck alt\u0131nda taban\u0131n felaketle sonu\u00e7lanan \u015fekilde ayr\u0131lmas\u0131na neden olur.<\/p>\n

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1. Kaynak K\u00f6k\u00fc \u00c7entik Yay\u0131l\u0131m\u0131<\/h4>\n

K\u0131smi n\u00fcfuzlu kaynak k\u00f6kleri, bas\u0131n\u00e7 art\u0131\u015flar\u0131 s\u0131ras\u0131nda \u00e7ekme gerilimini yo\u011funla\u015ft\u0131ran ve kaynak metalinden d\u0131\u015fa do\u011fru b\u00fcy\u00fcyen mikro \u00e7atlaklara neden olan, kayna\u015fmam\u0131\u015f bir i\u00e7 bo\u015fluk b\u0131rak\u0131r.<\/p>\n<\/div>\n

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2. Dinamik Geri Tepme \u015eok Stresi<\/h4>\n

Kep\u00e7eden aniden b\u00fcy\u00fck kaya par\u00e7alar\u0131 d\u00f6k\u00fcld\u00fc\u011f\u00fcnde, ani a\u011f\u0131rl\u0131k azalmas\u0131 kep\u00e7ede \u015fiddetli geri tepmeye neden olur ve silindir taban ba\u011flant\u0131 noktas\u0131nda ters gerilim y\u00fckleri olu\u015fturur.<\/p>\n<\/div>\n

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3. Taban Kaynak Diki\u015finin Ayr\u0131lmas\u0131<\/h4>\n

Yorulma \u00e7atlaklar\u0131 zamanla kaynak diki\u015finin t\u00fcm kal\u0131nl\u0131\u011f\u0131 boyunca ilerleyerek ani bas\u0131n\u00e7l\u0131 ya\u011f patlamas\u0131na ve silindir taban kapa\u011f\u0131n\u0131n tamamen ayr\u0131lmas\u0131na neden olur.<\/p>\n<\/div>\n<\/div>\n<\/section>\n

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\n\u00d6nerilen Konfig\u00fcrasyon: Flan\u015f M\u00fchendisli\u011fi, Tam Penetrasyon ve Tahribats\u0131z Muayene<\/h2>\n

Tar\u0131mda kullan\u0131lan kaya toplama makinelerinin silindirlerindeki taban kaynak \u00e7atlaklar\u0131n\u0131 ortadan kald\u0131rmak, \u00fc\u00e7 temel konfig\u00fcrasyon gereksinimine odaklanan m\u00fchendislik \u00fcr\u00fcn\u00fc bir yap\u0131sal yakla\u015f\u0131m gerektirir: \"Geni\u015fletilmi\u015f D\u00f6vme Taban Flan\u015flar\u0131\", \"Robotik Tam N\u00fcfuzlu Kaynak\" ve \"100% Tahribats\u0131z Test\".<\/p>\n

1. Geni\u015fletilmi\u015f D\u00f6vme Taban Flan\u015f\u0131 Mimarisi<\/h3>\n

Y\u00fcksek performansl\u0131 kaya toplama silindirleri, d\u00fcz bir u\u00e7 kapa\u011f\u0131 do\u011frudan silindir kenar\u0131na kaynaklamak yerine, entegre geni\u015fletilmi\u015f flan\u015f yakal\u0131, sa\u011flam d\u00f6vme Q345D \u00e7elik taban kapa\u011f\u0131na sahiptir. Geni\u015fletilmi\u015f flan\u015f, d\u0131\u015f montaj omuz \u00e7ap\u0131n\u0131 geni\u015fletir ve d\u00fcz montaj g\u00f6z\u00fc ile silindirik man\u015fon ba\u011flant\u0131 b\u00f6lgesi aras\u0131nda d\u00fczg\u00fcn, geni\u015f yar\u0131\u00e7apl\u0131 bir i\u015fleme ge\u00e7i\u015fi (R \u2265 8,0 mm) sa\u011flar.<\/p>\n

Bu flan\u015f tasar\u0131m\u0131, kaynak diki\u015fi birle\u015fimini maksimum gerilim yo\u011funla\u015fma b\u00f6lgesinden uzakla\u015ft\u0131rarak, kaynak diki\u015fi boyunca tepe e\u011filme gerilimini 40%'den fazla azalt\u0131r ve dinamik \u015fok y\u00fcklerini absorbe etmek i\u00e7in ekstra metal hacmi sa\u011flar.<\/p>\n

\"Geni\u015fletilmi\u015f<\/div>\n

2. Robotik \u00c7ok Ge\u00e7i\u015fli Tam N\u00fcfuzlu Kaynak<\/h3>\n

Diki\u015fsiz silindir boru ile geni\u015fletilmi\u015f d\u00f6vme taban flan\u015f\u0131 aras\u0131ndaki ba\u011flant\u0131, hassas bir J-oluk veya \u00e7ift V-e\u011fim a\u00e7\u0131s\u0131 ile haz\u0131rlan\u0131r. Kaynak i\u015flemi, AWS D1.1 ve ISO 5817 Seviye B standartlar\u0131na uygun olarak \u00e7ok ge\u00e7i\u015fli robotik Metal Aktif Gaz (MAG) darbeli kaynak y\u00f6ntemi kullan\u0131larak ger\u00e7ekle\u015ftirilir.<\/p>\n

Kaynak i\u015flemi, namlu duvar\u0131n\u0131n t\u00fcm kal\u0131nl\u0131\u011f\u0131 boyunca 100% tam penetrasyonlu kayna\u015fma sa\u011flar (tduvar<\/sub>Bu i\u015flem, borunun i\u00e7 duvar\u0131n\u0131 d\u00f6vme taban bilezi\u011fine tamamen kayna\u015ft\u0131r\u0131r. Tam penetrasyonlu kaynak, kayna\u015fmam\u0131\u015f k\u00f6k bo\u015fluklar\u0131n\u0131 ortadan kald\u0131rarak i\u00e7 gerilim yo\u011funla\u015fma \u00e7entiklerini giderir ve yorulma y\u00fck\u00fc alt\u0131nda \u00e7atlak olu\u015fumunu \u00f6nler.<\/p>\n

3. 100% Tahribats\u0131z Hata Testi Protokolleri<\/h3>\n

Montaj \u00f6ncesinde yap\u0131sal b\u00fct\u00fcnl\u00fc\u011f\u00fc do\u011frulamak i\u00e7in, kaynakl\u0131 her taban flan\u015f\u0131 titiz bir tahribats\u0131z kusur kontrol\u00fcnden ge\u00e7irilir:<\/p>\n