{"id":1391,"date":"2026-07-31T03:38:03","date_gmt":"2026-07-31T03:38:03","guid":{"rendered":"https:\/\/lift-cylinders.com\/?p=1391"},"modified":"2026-07-31T07:37:57","modified_gmt":"2026-07-31T07:37:57","slug":"telescopic-lift-cylinders-for-mining-dump-trucks","status":"publish","type":"post","link":"https:\/\/lift-cylinders.com\/tr\/application\/telescopic-lift-cylinders-for-mining-dump-trucks\/","title":{"rendered":"Madencilik Kamyonlar\u0131 i\u00e7in Teleskopik Kald\u0131rma Silindirleri"},"content":{"rendered":"
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Madencilik Ekipmanlar\u0131 M\u00fchendisli\u011fi Serisi \u00b7 Monografi XIII<\/span><\/p>\n<\/div>\n

Madencilik Kamyonlar\u0131 i\u00e7in Teleskopik Kald\u0131rma Silindirleri<\/h1>\n

Arazi tipi maden kamyonlar\u0131, a\u011f\u0131r cevher y\u00fckleri, yo\u011fun havada u\u00e7u\u015fan kuvars tozu ve y\u00fcksek dinamik bas\u0131n\u00e7 art\u0131\u015flar\u0131n\u0131n ak\u0131\u015fkan g\u00fcc\u00fc g\u00fcvenilirli\u011fini zorlad\u0131\u011f\u0131, affetmeyen a\u00e7\u0131k ocak ortamlar\u0131nda \u00e7al\u0131\u015f\u0131r. Bu 2500 kelimeyi a\u015fk\u0131n m\u00fchendislik k\u0131lavuzu, a\u011f\u0131r maden kamyonlar\u0131nda kullan\u0131lan tek etkili \u00e7ok kademeli teleskopik kald\u0131rma silindirlerinin kapsaml\u0131 bir analizini sunmaktad\u0131r. A\u011f\u0131r cevher bo\u015faltma kinemati\u011fini, Q345D d\u00fc\u015f\u00fck ala\u015f\u0131ml\u0131 \u00e7elik metal\u00fcrjisini, kademeler aras\u0131 s\u0131zd\u0131rmazl\u0131k y\u0131rt\u0131lmas\u0131 ve ekstr\u00fczyonunun temel nedenlerini, kal\u0131n duvarl\u0131 silindir mekani\u011fini ve felaket niteli\u011finde ak\u0131\u015fkan ar\u0131zas\u0131n\u0131 \u00f6nlemek i\u00e7in tasarlanm\u0131\u015f geli\u015fmi\u015f \u00e7ok kademeli a\u015f\u0131nmaya dayan\u0131kl\u0131 s\u0131zd\u0131rmazl\u0131k sistemlerini inceliyoruz.<\/p>\n

Q345D \u00c7elik Metalurjisi<\/span>
\n\u00c7ok A\u015famal\u0131 A\u015f\u0131nma Contalar\u0131<\/span>
\nConta Y\u0131rt\u0131lmas\u0131n\u0131n \u00d6nlenmesi<\/span><\/div>\n<\/div>\n<\/header>\n

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Madencilik Kamyonu Kald\u0131rma Silindirleri i\u00e7in M\u00fchendislik \u00d6zellikleri Matrisi<\/h2>\n

A\u015fa\u011f\u0131daki m\u00fchendislik parametreleri, arazi tipi maden kamyonlar\u0131nda kullan\u0131lan a\u011f\u0131r hizmet tipi tek etkili \u00e7ok kademeli teleskopik kald\u0131rma silindirleri i\u00e7in gerekli yap\u0131sal, malzeme, s\u0131zd\u0131rmazl\u0131k ve operasyonel \u00f6l\u00e7\u00fctleri belirler.<\/p>\n

\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
M\u00fchendislik Parametresi<\/th>\nMadencilik Damperli Kamyonu Teknik \u00d6zellikler Standard\u0131<\/th>\n<\/tr>\n<\/thead>\n
Ekipman Kategorisi ve Uygulamas\u0131<\/td>\nMadencilik Makineleri \/ Arazi Madencili\u011fi Damperli Kamyon Ta\u015f\u0131mac\u0131l\u0131\u011f\u0131<\/td>\n<\/tr>\n
Alt Sistem Hareket Profili<\/td>\nArka G\u00f6vde Kald\u0131rma ve Devirme Sistemi \/ Tek Etkili \u00c7ok Kademeli Uzatma<\/td>\n<\/tr>\n
Hidrolik Silindir Ad\u0131<\/td>\n\u00c7ok Kademeli Teleskopik Kald\u0131rma Silindiri (3 ila 5 Kademeli Man\u015fon)<\/td>\n<\/tr>\n
Eylem Modu ve Yap\u0131sal Tip<\/td>\nTek Etkili (Hidrolik Sahne Uzatma \/ Yer\u00e7ekimiyle G\u00f6vde Geri \u00c7ekme)<\/td>\n<\/tr>\n
\u0130malat \u0130n\u015faat\u0131<\/td>\nTam Kaynakl\u0131 Taban ve Mafsal Ba\u011flant\u0131 Elemanlar\u0131 (AWS D1.1 Onayl\u0131)<\/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)<\/td>\n<\/tr>\n
Y\u00fczey \u0130\u015fleme ve Kaplama<\/td>\nA\u011f\u0131r Mikro \u00c7atlakl\u0131 Sert Krom Kaplama (30\u201340 \u03bcm) \/ 58-62 HRC Kasa<\/td>\n<\/tr>\n
\u00c7evresel De\u011ferlendirme S\u0131n\u0131f\u0131<\/td>\nYo\u011fun Havada Bulunan Kuvars Tozu + A\u011f\u0131r Darbe + A\u015f\u0131nd\u0131r\u0131c\u0131 \u00c7ukur \u00c7amuru<\/td>\n<\/tr>\n
\u00c7al\u0131\u015fma Ko\u015fullar\u0131 Profili<\/td>\nA\u011f\u0131r Cevher D\u00f6k\u00fclmesi (Demir, Bak\u0131r, Alt\u0131n) + 35 MPa'n\u0131n \u00dczerindeki Bas\u0131n\u00e7 Art\u0131\u015flar\u0131<\/td>\n<\/tr>\n
Birincil Ar\u0131za Giderildi<\/td>\nKademeler Aras\u0131 Conta Y\u0131rt\u0131lmas\u0131, Ekstr\u00fczyon Hasar\u0131 ve S\u0131v\u0131 Baypas Ka\u00e7a\u011f\u0131<\/td>\n<\/tr>\n
\u00d6nerilen S\u0131zd\u0131rmazl\u0131k Yap\u0131land\u0131rmas\u0131<\/td>\n\u00c7oklu Dudakl\u0131 Kuma\u015f V-Dolgu \/ PEEK Ekstr\u00fczyon \u00d6nleyici Halkalar + \u00c7ift S\u0131y\u0131r\u0131c\u0131lar<\/td>\n<\/tr>\n
Nominal Bas\u0131n\u00e7 De\u011feri<\/td>\n21,0 MPa ila 27,5 MPa (210 \u2013 275 Bar) S\u00fcrekli \u00c7al\u0131\u015fma Tahliye Ayar\u0131<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/section>\n

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A\u011f\u0131r Cevher Devirme Kinemati\u011fi ve \u00c7ok A\u015famal\u0131 Hidrolik \u0130tme<\/h2>\n

A\u00e7\u0131k ocak madencilik operasyonlar\u0131nda, arazi tipi damperli kamyonlar yo\u011fun demir cevheri, bak\u0131r kaya, hafriyat ve granit gibi b\u00fcy\u00fck y\u00fckleri ta\u015f\u0131r. Bu ara\u00e7lar\u0131n y\u00fck ta\u015f\u0131ma kapasiteleri genellikle 50 ila 300 metrik tonun \u00fczerindedir. Tam y\u00fckl\u00fc \u00e7elik damperli kasay\u0131 48 ila 55 derecelik bir bo\u015faltma a\u00e7\u0131s\u0131na kald\u0131rmak muazzam hidrolik enerji gerektirir. Gerekli strok uzunlu\u011funu sa\u011flarken damperli kasan\u0131n alt\u0131nda kompakt ve kapal\u0131 bir yap\u0131y\u0131 korumak i\u00e7in m\u00fchendisler tek etkili \u00e7ok kademeli sistemler kullan\u0131rlar. hidrolik kald\u0131rma silindirleri<\/a>.<\/p>\n

Teleskopik silindirler, ya\u011f bas\u0131nc\u0131 alt\u0131nda s\u0131rayla uzayan i\u00e7 i\u00e7e ge\u00e7mi\u015f boru \u015feklindeki kademeli man\u015fonlardan olu\u015fur. Ana kald\u0131rma pompas\u0131ndan gelen hidrolik s\u0131v\u0131 silindir taban\u0131na girdi\u011finde, t\u00fcm kademelerin kesit alan\u0131na etki eder. En b\u00fcy\u00fck man\u015fon (Kademe 1) en b\u00fcy\u00fck y\u00fczey alan\u0131na sahip oldu\u011fundan, en y\u00fcksek itme kuvvetini \u00fcretir ve \u00f6nce uzar. Kademe 1 i\u00e7 mekanik durdurma halkas\u0131na ula\u015ft\u0131\u011f\u0131nda, Kademe 2 uzar, ard\u0131ndan azalan man\u015fon \u00e7ap\u0131 s\u0131ras\u0131na g\u00f6re Kademe 3, Kademe 4 ve Kademe 5 gelir.<\/p>\n

Teleskopik A\u015famalar Boyunca Matematiksel \u0130tme Kuvveti Profili<\/h3>\n

Hidrolik itme kuvveti Fitme(i)<\/sub> Kademe k\u0131l\u0131f\u0131 i'nin uzat\u0131lmas\u0131 s\u0131ras\u0131nda iletilen miktar, o belirli kademenin etkin hidrolik y\u00fczey alan\u0131na ba\u011fl\u0131d\u0131r:<\/p>\n

Fitme(i)<\/sub> = Phidr<\/sub> \u00d7 Aa\u015fama(i)<\/sub> = Phidr<\/sub> \u00d7 (\u03c0 \u00d7 Da\u015fama(i)<\/sub>2<\/sup> \/ 4)<\/div>\n

P'nin bulundu\u011fu yerhidr<\/sub> hidrolik devre hatt\u0131 bas\u0131nc\u0131n\u0131 ve D'yi temsil eder.a\u015fama(i)<\/sub> i. kademe man\u015fonunun etkin d\u0131\u015f \u00e7ap\u0131d\u0131r. Etkin y\u00fczey alan\u0131 her uzayan kademede azald\u0131\u011f\u0131 i\u00e7in, silindir uzad\u0131k\u00e7a itme kuvveti kademeli olarak azal\u0131r. Bu kuvvet azalmas\u0131, devrilme kinemati\u011fiyle uyumludur: bo\u015faltma g\u00f6vdesi arka mente\u015fe pimleri \u00fczerinde yukar\u0131 do\u011fru d\u00f6nd\u00fck\u00e7e, cevher y\u00fck\u00fcn\u00fcn yer\u00e7ekimi moment kolu azal\u0131r ve malzeme arka kapaktan d\u0131\u015far\u0131 kaymaya ba\u015flar, bu da gerekli y\u00fckseltme kuvvetini azalt\u0131r.<\/p>\n

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

Dinamik Yerinden \u00c7\u0131kma \u015eoku ve Hidrostatik Bas\u0131n\u00e7 Art\u0131\u015flar\u0131<\/h3>\n

Cevher bo\u015faltma i\u015fleminin en kritik a\u015famas\u0131, g\u00f6vdenin ilk yerinden \u00e7\u0131kar\u0131lmas\u0131 s\u0131ras\u0131nda ger\u00e7ekle\u015fir. Islak kil, ince demir cevheri veya donmu\u015f \u00fcst toprak, bo\u015faltma g\u00f6vdesinin \u00f6n taraf\u0131na yap\u0131\u015ft\u0131\u011f\u0131nda, y\u00fck\u00fcn a\u011f\u0131rl\u0131k merkezi \u00f6ne do\u011fru kayar. Operat\u00f6r kald\u0131rma kolunu devreye soktu\u011funda, yap\u0131\u015fan malzemenin statik s\u00fcrt\u00fcnmesini a\u015fmak i\u00e7in hidrolik bas\u0131n\u00e7 h\u0131zla y\u00fckselir.<\/p>\n

S\u0131k\u0131\u015fan cevher aniden kopup arka kapa\u011fa do\u011fru geriye kayd\u0131\u011f\u0131nda, \u00f6n a\u011f\u0131rl\u0131\u011f\u0131n kayb\u0131 h\u0131zl\u0131 bir ivme de\u011fi\u015fimine neden olur. Bu dinamik y\u00fck s\u0131\u00e7ramas\u0131 yo\u011fun bas\u0131n\u00e7 dalgalanmalar\u0131 (P) iletir.ani y\u00fckseli\u015f<\/sub> > 35,0 MPa) bas\u0131n\u00e7, hidrolik ya\u011f kolonu boyunca iletilerek, kademeler aras\u0131 s\u0131zd\u0131rmazl\u0131k contalar\u0131n\u0131 \u015fiddetli mekanik \u015foka maruz b\u0131rak\u0131r.<\/p>\n<\/section>\n

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Ar\u0131za Nedeni Analizi: A\u015famalar Aras\u0131 Conta Y\u0131rt\u0131lmas\u0131 ve Ekstr\u00fczyonu<\/h2>\n

A\u00e7\u0131k ocak madencilik operasyonlar\u0131nda, \u00e7ok kademeli teleskopik silindirler a\u015f\u0131r\u0131 \u00e7al\u0131\u015fma ko\u015fullar\u0131yla kar\u015f\u0131la\u015f\u0131r. T\u00fcm ar\u0131za modlar\u0131 aras\u0131nda, Ara Katman Contas\u0131 Y\u0131rt\u0131lmas\u0131 ve Ekstr\u00fczyon Hasar\u0131<\/strong> Planlanmam\u0131\u015f ar\u0131za s\u00fcrelerinin ve hidrolik ya\u011f s\u0131z\u0131nt\u0131lar\u0131n\u0131n ba\u015fl\u0131ca nedenini temsil eder.<\/p>\n

Conta y\u0131rt\u0131lmas\u0131, bir kademe birle\u015fim noktas\u0131ndaki birincil elastomerik veya poli\u00fcretan s\u0131zd\u0131rmazl\u0131k eleman\u0131n\u0131n y\u00fcksek hidrolik bas\u0131n\u00e7 art\u0131\u015flar\u0131 alt\u0131nda mekanik y\u0131rt\u0131lmaya, dudak k\u0131r\u0131lmas\u0131na veya tamamen patlamas\u0131na maruz kalmas\u0131 durumunda meydana gelir. Conta y\u0131rt\u0131lmas\u0131n\u0131n mekani\u011fini anlamak, radyal bo\u015fluk geni\u015flemesini, bas\u0131n\u00e7 art\u0131\u015flar\u0131n\u0131 ve a\u015f\u0131nd\u0131r\u0131c\u0131 par\u00e7ac\u0131k giri\u015fini incelemeyi gerektirir.<\/p>\n

Bas\u0131n\u00e7 Kaynakl\u0131 Bo\u015fluk Geni\u015flemesi ve Ekstr\u00fczyon Tala\u015flanmas\u0131n\u0131n Mekani\u011fi<\/h3>\n

Teleskopik silindir kademeleri, birbirinin i\u00e7ine yerle\u015ftirilmi\u015f ince duvarl\u0131 boru \u015feklindeki k\u0131l\u0131flardan olu\u015fur. A\u011f\u0131r cevher bo\u015falt\u0131m\u0131 s\u0131ras\u0131nda y\u00fcksek hidrolik bas\u0131n\u00e7 art\u0131\u015flar\u0131 meydana geldi\u011finde, d\u0131\u015ftaki ana kademe k\u0131l\u0131f\u0131 ince duvarl\u0131 bir bas\u0131n\u00e7l\u0131 kap gibi radyal olarak geni\u015fler. Elastik radyal geni\u015fleme (\u0394rvaril<\/sub>Man\u015fon duvar\u0131n\u0131n ) de\u011feri \u015fu \u015fekilde ifade edilir:<\/p>\n

\u0394rvaril<\/sub> = (Pani y\u00fckseli\u015f<\/sub> \u00d7 Ri\u00e7eri<\/sub>2<\/sup>) \/ (E \u00d7 tduvar<\/sub>)<\/div>\n

R'nin bulundu\u011fu yeri\u00e7eri<\/sub> r, sahne k\u0131l\u0131f\u0131n\u0131n i\u00e7 yar\u0131\u00e7ap\u0131d\u0131r, E \u00e7eli\u011fin elastik mod\u00fcl\u00fcd\u00fcr (206 GPa) ve tduvar<\/sub> burada, man\u015fon duvar kal\u0131nl\u0131\u011f\u0131d\u0131r. D\u0131\u015f man\u015fon bas\u0131n\u00e7 alt\u0131nda radyal olarak geni\u015fledik\u00e7e, ekstr\u00fczyon bo\u015flu\u011fu (e)a\u00e7\u0131kl\u0131k<\/sub>Bez contas\u0131n\u0131n arkas\u0131ndaki a\u00e7\u0131kl\u0131k \u00f6nemli \u00f6l\u00e7\u00fcde geni\u015fler.<\/p>\n

Y\u00fcksek hidrolik bas\u0131n\u00e7 alt\u0131nda, yumu\u015fak poli\u00fcretan veya nitril s\u0131zd\u0131rmazl\u0131k malzemesi bu geni\u015flemi\u015f bo\u015flu\u011fa zorla sokulur. Kademe man\u015fonu geri \u00e7ekildi\u011finde, salmastran\u0131n keskin metal kenar\u0131, ekstr\u00fcde edilmi\u015f s\u0131zd\u0131rmazl\u0131k topu\u011funun k\u00fc\u00e7\u00fck par\u00e7alar\u0131n\u0131 keser; bu y\u0131k\u0131c\u0131 s\u00fcre\u00e7 \"ekstr\u00fczyon kemirmesi\" olarak bilinir. Tekrarlanan bo\u015faltma d\u00f6ng\u00fclerinde, bu kemirme, s\u0131zd\u0131rmazl\u0131\u011f\u0131n yap\u0131sal topu\u011funun tahrip olmas\u0131na ve felaketle sonu\u00e7lanan s\u0131zd\u0131rmazl\u0131k y\u0131rt\u0131lmas\u0131na ve s\u0131v\u0131 patlamas\u0131na yol a\u00e7ar.<\/p>\n

\"\u00c7ok<\/div>\n

Kuvars Tozu Giri\u015fi ve Termal Polimer Bozunmas\u0131<\/h3>\n

A\u00e7\u0131k ocak madencili\u011fi tozunda, Mohs sertli\u011fi 7 olan (standart \u00e7elikten daha sert) ince kuvars par\u00e7ac\u0131klar\u0131 bulunur. Maden kamyonu cevheri bo\u015faltt\u0131\u011f\u0131nda, havada u\u00e7u\u015fan kuvars tozu bulutlar\u0131, uzat\u0131lm\u0131\u015f, ya\u011fla \u0131slat\u0131lm\u0131\u015f platform y\u00fczeylerine \u00e7\u00f6ker. Tek etkili geri \u00e7ekme s\u0131ras\u0131nda, d\u0131\u015f s\u0131y\u0131r\u0131c\u0131 contalar\u0131 a\u015f\u0131nm\u0131\u015fsa, bu kuvars par\u00e7ac\u0131klar\u0131 ana conta yuvas\u0131na ge\u00e7er.<\/p>\n

S\u0131k\u0131\u015fan silika par\u00e7ac\u0131klar\u0131, yumu\u015fak elastomer conta duda\u011f\u0131na g\u00f6m\u00fclerek, i\u00e7 kademe man\u015fonunun cilal\u0131 sert krom kaplamas\u0131nda derin eksenel mikro \u00e7izikler olu\u015fturan bir ta\u015flama diski g\u00f6revi g\u00f6r\u00fcr. Dahas\u0131, y\u00fcksek frekansl\u0131 bas\u0131n\u00e7 art\u0131\u015flar\u0131 ve s\u00fcrekli \u00e7al\u0131\u015fma d\u00f6ng\u00fcleri, lokalize s\u0131v\u0131 s\u00fcrt\u00fcnme \u0131s\u0131s\u0131 \u00fcreterek conta yuvas\u0131 s\u0131cakl\u0131klar\u0131n\u0131 90\u00b0C'nin \u00fczerine \u00e7\u0131kar\u0131r. Bu termal stres, standart poli\u00fcretan contalar\u0131n sertle\u015fmesine, elastikiyetini kaybetmesine ve bas\u0131n\u00e7 alt\u0131nda \u00e7atlamas\u0131na neden olarak conta y\u0131rt\u0131lmas\u0131n\u0131 h\u0131zland\u0131r\u0131r.<\/p>\n

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1. Ekstr\u00fczyon Topuk Bozulmas\u0131<\/h4>\n

Y\u00fcksek bas\u0131n\u00e7 dalgalanmalar\u0131, conta topu\u011funu kademeler aras\u0131ndaki geni\u015flemi\u015f bo\u015flu\u011fa do\u011fru iterek, conta duda\u011f\u0131n\u0131n yap\u0131sal deste\u011fini kaybetmesine ve y\u00fck alt\u0131nda par\u00e7alanmas\u0131na kadar malzemeyi a\u015f\u0131nd\u0131r\u0131r.<\/p>\n<\/div>\n

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2. Silika A\u015f\u0131nd\u0131r\u0131c\u0131 Kesim<\/h4>\n

Conta dudaklar\u0131na yerle\u015fmi\u015f kuvars tozu, uzanan kademelerin sert krom kaplamas\u0131nda \u00e7izikler olu\u015fturarak, devrilme s\u0131ras\u0131nda y\u00fcksek bas\u0131n\u00e7l\u0131 ya\u011f\u0131n conta paketini atlamas\u0131na olanak tan\u0131yan s\u0131z\u0131nt\u0131 kanallar\u0131 olu\u015fturur.<\/p>\n<\/div>\n

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3. Is\u0131l Sertle\u015fme ve K\u0131r\u0131lma<\/h4>\n

Y\u00fcksek ya\u011f s\u0131cakl\u0131klar\u0131, standart elastomer contalar\u0131 \u0131s\u0131tarak k\u0131r\u0131lgan hale getirir. K\u0131r\u0131lgan conta dudaklar\u0131, a\u011f\u0131r cevher bo\u015falt\u0131m\u0131 s\u0131ras\u0131nda dinamik bas\u0131n\u00e7 art\u0131\u015flar\u0131na maruz kald\u0131\u011f\u0131nda k\u0131r\u0131l\u0131r.<\/p>\n<\/div>\n<\/div>\n<\/section>\n

<\/p>\n

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\u00d6nerilen Yap\u0131land\u0131rma: \u00c7ok A\u015famal\u0131 A\u015f\u0131nmaya Dayan\u0131kl\u0131 S\u0131zd\u0131rmazl\u0131k Paketi<\/h2>\n
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Metal b\u00fcy\u00fck hidrolik silindir end\u00fcstriyel makine<\/p>\n

\"asans\u00f6r-silindiri-ev-\u00fcr\u00fcn\u00fc-3\"

Trakt\u00f6r veya buldozerin hidrolik silindirleri ve hidrolik sistemi. Hidrolik borulara odaklan\u0131n.<\/p><\/div>\n<\/div>\n

Madencilik uygulamalar\u0131nda kademeler aras\u0131 s\u0131zd\u0131rmazl\u0131k y\u0131rt\u0131lmas\u0131n\u0131, ekstr\u00fczyon hasar\u0131n\u0131 ve d\u0131\u015far\u0131ya ya\u011f d\u00f6k\u00fclmesini \u00f6nlemek i\u00e7in tasarlanm\u0131\u015f bir \"\u00c7ok Kademeli A\u015f\u0131nmaya Dayan\u0131kl\u0131 S\u0131zd\u0131rmazl\u0131k Sistemi\" gereklidir. Modern madencilik teleskopik silindirleri, her kademe birle\u015fim noktas\u0131nda temel tek dudakl\u0131 poli\u00fcretan contalar\u0131 terk ederek a\u011f\u0131r hizmet tipi \u00e7ok bile\u015fenli s\u0131zd\u0131rmazl\u0131k mimarilerini tercih etmektedir.<\/p>\n

Kuma\u015f Takviyeli \u00c7ok Dudakl\u0131 V \u015eekilli Paketleme Setleri<\/h3>\n

\"asans\u00f6r-silindiri-ev-1\"<\/p>\n

Her kademe salmastras\u0131nda bulunan birincil bas\u0131n\u00e7 bariyeri, sert bir erkek adapt\u00f6r ve di\u015fi destek halkas\u0131 aras\u0131na s\u0131k\u0131\u015ft\u0131r\u0131lm\u0131\u015f kau\u00e7uk emdirilmi\u015f pamuklu kanvas kuma\u015f halkalar\u0131ndan olu\u015fan \u00e7ok dudakl\u0131 bir V-s\u0131zd\u0131rma contas\u0131 seti kullan\u0131r. Kuma\u015f takviyesi, s\u0131zd\u0131rmazl\u0131k dudaklar\u0131na 35,0 MPa'n\u0131n \u00fczerindeki bas\u0131n\u00e7 art\u0131\u015flar\u0131nda y\u00fcksek y\u0131rt\u0131lma mukavemeti ve ekstr\u00fczyon direnci sa\u011flar.<\/p>\n

Hidrolik bas\u0131n\u00e7ta ani y\u00fckselmeler meydana geldi\u011finde, V \u015feklindeki s\u0131zd\u0131rmazl\u0131k dudaklar\u0131 sahne duvarlar\u0131na kar\u015f\u0131 radyal olarak geni\u015fleyerek i\u00e7 bas\u0131nca orant\u0131l\u0131 olarak s\u0131zd\u0131rmazl\u0131k kuvvetini art\u0131r\u0131r. Kuma\u015f matrisi, krom kaplamadaki k\u00fc\u00e7\u00fck y\u00fczey \u00e7iziklerini emerek, sahne k\u0131l\u0131f\u0131 hafif bir radyal geni\u015fleme ya\u015fasa bile s\u0131zd\u0131rmazl\u0131\u011f\u0131 korur.<\/p>\n

PEEK ve Ekstr\u00fczyon \u00d6nleyici Destek Halkas\u0131 Entegrasyonu<\/h3>\n

Bas\u0131n\u00e7 alt\u0131nda kademe t\u00fcpleri radyal olarak geni\u015fledi\u011finde conta ekstr\u00fczyonundan kaynaklanan a\u015f\u0131nmay\u0131 ortadan kald\u0131rmak i\u00e7in, birincil conta topu\u011funun hemen arkas\u0131na, Polietereterketon (PEEK) veya modifiye cam elyaf takviyeli Naylon 66'dan i\u015flenmi\u015f y\u00fcksek mod\u00fcll\u00fc anti-ekstr\u00fczyon destek halkalar\u0131 tak\u0131l\u0131r. PEEK, y\u00fcksek \u00e7ekme mod\u00fcl\u00fcne (> 3.500 MPa) sahiptir ve 130\u00b0C'ye kadar olan s\u0131cakl\u0131klarda plastik deformasyona diren\u00e7 g\u00f6stererek geni\u015fleyen bo\u015flu\u011fu kapat\u0131r ve yumu\u015fak conta topu\u011funun ekstr\u00fczyonunu \u00f6nler.<\/p>\n