{"id":1216,"date":"2026-06-26T06:06:11","date_gmt":"2026-06-26T06:06:11","guid":{"rendered":"https:\/\/planetary-gearboxes.com\/?p=1216"},"modified":"2026-06-26T06:06:11","modified_gmt":"2026-06-26T06:06:11","slug":"wheel-drive-planetary-gearbox-for-concrete-mixer-trucks","status":"publish","type":"post","link":"https:\/\/planetary-gearboxes.com\/tr\/wheel-drive-planetary-gearbox-for-concrete-mixer-trucks\/","title":{"rendered":"Beton Mikser Kamyonlar\u0131 i\u00e7in Tekerlek Tahrikli Planet Di\u015fli Kutusu"},"content":{"rendered":"
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\"Beton<\/p>\n
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Korea Ever-Power \u00b7 Uygulama M\u00fchendisli\u011fi \u00b7 Beton Mikser Kamyonlar\u0131<\/p>\n

Beton Mikser Kamyonlar\u0131 i\u00e7in Tekerlek Tahrikli Planet Di\u015fli Kutusu<\/h1>\n

Y\u00fcklenmi\u015f bir beton mikseri 32 ton a\u011f\u0131rl\u0131\u011f\u0131ndad\u0131r; bu da, kamyonun 15% e\u011fime, keskin virajlara ve asfaltlanmam\u0131\u015f y\u00fczeylere sahip bir \u015fantiye eri\u015fim yolunda ilerlerken, d\u00f6nen bir tamburda 8 ila 10 metrek\u00fcp s\u0131v\u0131 betonun \u00e7alkalanmas\u0131 anlam\u0131na gelir. Tekerlek tahrik sistemi, karayolu standartlar\u0131na uygun frenleme, \u015fantiyede t\u0131rmanma \u00e7eki\u015fi ve \u00e7alkalanan betonun a\u011f\u0131rl\u0131k merkezinin devrilme e\u015fi\u011finin \u00f6tesine kaymas\u0131n\u0131 \u00f6nleyecek d\u00fczg\u00fcnl\u00fc\u011f\u00fc sa\u011flamal\u0131d\u0131r.<\/p>\n

Tekerlek Tahrikli Planet Di\u015fli Kutular\u0131n\u0131 \u0130nceleyin \u2192<\/a><\/p>\n<\/div>\n<\/div>\n<\/section>\n

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\u00c7alkalanma Y\u00fck\u00fc Problemi \u2014 Dinamik Bir Yo\u011fun Yer\u00e7ekimi Tehlikesi Olarak S\u0131v\u0131 Beton<\/h2>\n

Beton mikser kamyonu y\u00fck\u00fcn\u00fc s\u0131v\u0131 halde ta\u015f\u0131r: 2.300 ila 2.400 kg\/m\u00b3 yo\u011funlu\u011fa sahip 8 ila 10 metrek\u00fcp \u0131slak beton ve toplam 18 ila 24 tonluk y\u00fck k\u00fctlesi. \u015easiye g\u00f6re sabit kalan kat\u0131 y\u00fck\u00fcn aksine, s\u0131v\u0131 beton her h\u0131zlanma, yava\u015flama, d\u00f6n\u00fc\u015f ve e\u011fim de\u011fi\u015fikli\u011fine tepki olarak \u00e7alkalan\u0131r. Bu \u00e7alkalanma, y\u00fck\u00fcn a\u011f\u0131rl\u0131k merkezini d\u00f6n\u00fc\u015f s\u0131ras\u0131nda yanal olarak 200 ila 500 mm ve frenleme s\u0131ras\u0131nda boylamas\u0131na 100 ila 300 mm kayd\u0131r\u0131r; bu da arac\u0131n stabilitesini ve performans\u0131n\u0131 do\u011frudan etkiler. tekerlek tahrikli planet di\u015fli kutusu<\/a> Y\u00fckleniyor.<\/p>\n

D\u00f6nen tambur, \u00e7alkalanmay\u0131 k\u0131smen azalt\u0131r; betonu kar\u0131\u015ft\u0131ran i\u00e7 spiral kanatlar da serbest y\u00fczey hareketine diren\u00e7 g\u00f6sterir. Ancak tambur d\u00f6n\u00fc\u015f h\u0131z\u0131 (ta\u015f\u0131ma s\u0131ras\u0131nda 12 ila 18 rpm) yaln\u0131zca orta d\u00fczeyde s\u00f6n\u00fcmleme sa\u011flar ve otoyol h\u0131z\u0131nda ani bir frenleme olay\u0131, tambur s\u00f6n\u00fcmleme kapasitesini a\u015fan bir \u00e7alkalanma genli\u011fi \u00fcretebilir. Bunun sonucunda ortaya \u00e7\u0131kan \u00f6ne do\u011fru a\u011f\u0131rl\u0131k merkezi kaymas\u0131, \u00f6n aks y\u00fck\u00fcn\u00fc 10 art\u0131rarak 20%'ye \u00e7\u0131kar\u0131r ve arka aks y\u00fck\u00fcn\u00fc 15 azaltarak 25%'ye \u00e7\u0131kar\u0131r; bu da akslar aras\u0131ndaki frenleme dengesini de\u011fi\u015ftirir ve potansiyel olarak arka tekerleklerin kilitlenmesine (ABS olmayan bir sistemde) veya \u00f6n frenlerin a\u015f\u0131r\u0131 \u0131s\u0131nmas\u0131na (frenlemeyi daha fazla y\u00fcklenen \u00f6n aksa y\u00f6nlendiren bir ABS sisteminde) neden olabilir.<\/p>\n

Tekerlek tahrik sistemi, \u00e7alkalanmay\u0131 art\u0131ran tork bozulmalar\u0131 \u00fcretmeden bu dinamik y\u00fck transferlerini kar\u015f\u0131lamal\u0131d\u0131r. E\u011fimli bir \u015fantiye eri\u015fim yolunda d\u00f6n\u00fc\u015f s\u0131ras\u0131nda tekerlek tahrik sisteminden kaynaklanan ani bir tork art\u0131\u015f\u0131, betonun \u00e7alkalanmas\u0131n\u0131 tetikleyebilir ve tamburun rezonans \u00e7alkalanma frekans\u0131 (tambur \u00e7ap\u0131na ve dolum seviyesine ba\u011fl\u0131 olarak tipik olarak 0,3 ila 0,8 Hz), ara\u00e7 s\u00fcspansiyonunun do\u011fal frekans\u0131yla \u00e7ak\u0131\u015fabilir; bu da, ilk \u00e7alkalanma genli\u011finin \u00f6tesinde yanal a\u011f\u0131rl\u0131k merkezi kaymas\u0131n\u0131 50 ila 100 kat art\u0131ran birle\u015fik bir sal\u0131n\u0131m \u00fcretir. Bu birle\u015fik mod, in\u015faat sahas\u0131 eri\u015fim yollar\u0131nda beton mikser kamyonlar\u0131n\u0131n devrilmesinin birincil mekanizmas\u0131d\u0131r.<\/p>\n

Dolum seviyesi, \u00e7alkalanma \u015fiddetini etkiler. Tam dolu bir tamburda (95 ila 100%) serbest y\u00fczey alan\u0131 ve \u00e7alkalanma minimum d\u00fczeydedir. Bo\u015f bir tamburda \u00e7alkalanacak s\u0131v\u0131 yoktur. En k\u00f6t\u00fc durum, yar\u0131 dolu bir tamburdur (40 ila 60% dolum) - burada serbest y\u00fczey alan\u0131 maksimuma ula\u015f\u0131r ve acil bir manevra s\u0131ras\u0131nda \u00e7alkalanma genli\u011fi 400 ila 600 mm'lik yanal a\u011f\u0131rl\u0131k merkezi kaymas\u0131na ula\u015fabilir. Bu nedenle, yar\u0131 dolu bir tamburla (ilk d\u00f6k\u00fcmde k\u0131smi bo\u015faltmadan sonra) d\u00f6n\u00fc\u015f yolculuklar\u0131, beton mikser kamyonlar\u0131 i\u00e7in en y\u00fcksek riskli s\u00fcr\u00fc\u015f ko\u015fuludur ve bu d\u00f6n\u00fc\u015f ge\u00e7i\u015fleri s\u0131ras\u0131nda tekerlek tahrik h\u0131z\u0131 ve d\u00fczg\u00fcnl\u00fck gereksinimleri en kritik \u00f6neme sahiptir.<\/p>\n

Teslimat s\u00fcresi k\u0131s\u0131tlamas\u0131, her s\u00fcr\u00fc\u015f karar\u0131n\u0131 aciliyetle kar\u015f\u0131l\u0131yor. Haz\u0131r beton, kar\u0131\u015ft\u0131rma i\u015fleminden sonra 60 ila 90 dakika i\u00e7inde bo\u015falt\u0131lmal\u0131d\u0131r; bu s\u00fcrenin \u00f6tesinde, \u00e7imento hidratasyonu betonun tamburda sertle\u015fmeye ba\u015flamas\u0131na, i\u015flenebilirli\u011finin azalmas\u0131na ve potansiyel olarak kullan\u0131lamaz hale gelmesine yol a\u00e7ar. Bir \u015fantiye rampas\u0131nda \u00e7eki\u015f ar\u0131zas\u0131, yava\u015f ini\u015f gerektiren bir fren sistemi ar\u0131zas\u0131 veya tespit edilen bir \u00e7alkalanma dengesizli\u011finden kaynaklanan h\u0131z s\u0131n\u0131rlamas\u0131 gibi bir tekerlek tahrik problemi nedeniyle geciken bir beton mikser kamyonu, belirtilen zaman aral\u0131\u011f\u0131nda d\u00f6k\u00fcm noktas\u0131na ula\u015famayabilir. Bo\u015fa giden y\u00fck (metrek\u00fcp ba\u015f\u0131na 120 ila 200 ABD dolar\u0131 fiyatla 8 ila 10 m\u00b3), \u200b\u200bolay ba\u015f\u0131na 960 ila 2.000 ABD dolar\u0131na mal olur; buna in\u015faat projesine gecikme maliyeti ve iade edilen betonun bertaraf maliyeti de eklenir. Beton mikser kamyonlar\u0131nda tekerlek tahrik g\u00fcvenilirli\u011finin, g\u00fcnde 5 ila 10 y\u00fck \u00fczerinden katlanarak artan, y\u00fck ba\u015f\u0131na do\u011frudan bir mali sonucu vard\u0131r.<\/p>\n

Tambur d\u00f6n\u00fc\u015f\u00fc, tekerlek tahrikini dolayl\u0131 olarak etkiler. D\u00f6nen tambur, arac\u0131n y\u00f6n\u00fcndeki de\u011fi\u015fikliklere direnen jiroskopik bir moment olu\u015fturur; bu da kamyonun, ayn\u0131 a\u011f\u0131rl\u0131ktaki statik y\u00fckl\u00fc bir kamyona g\u00f6re d\u00f6n\u00fc\u015fler s\u0131ras\u0131nda biraz daha fazla direksiyon \u00e7abas\u0131 gerektirdi\u011fi anlam\u0131na gelir. 12 ila 18 rpm kar\u0131\u015ft\u0131rma h\u0131z\u0131nda jiroskopik etki orta d\u00fczeydedir; ta\u015f\u0131ma s\u0131ras\u0131nda kullan\u0131lan 4 ila 6 rpm kar\u0131\u015ft\u0131rma h\u0131z\u0131nda ise minimum d\u00fczeydedir. Ancak bo\u015faltma s\u0131ras\u0131nda (tambur, betonu olu\u011fa do\u011fru itmek i\u00e7in ters y\u00f6nde d\u00f6nd\u00fc\u011f\u00fcnde), jiroskopik y\u00f6n tersine d\u00f6ner ve operat\u00f6r, direksiyon hissiyat\u0131nda anl\u0131k bir de\u011fi\u015fiklik fark edebilir; bu da direksiyon sorunu olarak yanl\u0131\u015f yorumlanabilir. Tekerlek tahriki, tambur d\u00f6n\u00fc\u015f y\u00f6n\u00fc ve h\u0131z\u0131ndan ba\u011f\u0131ms\u0131z olarak tutarl\u0131 \u00e7eki\u015f ve frenleme tepkisi sa\u011flamal\u0131d\u0131r.<\/p>\n<\/section>\n

\"Beton<\/p>\n

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\u015eantiye Eri\u015fimi \u2014 32 Ton ve \u00c7alkalanan Y\u00fckle Asfaltlanmam\u0131\u015f Yama\u00e7lara T\u0131rmanma<\/h2>\n
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\u015eantiye eri\u015fim yollar\u0131 ge\u00e7ici, asfaltlanmam\u0131\u015f, dik ve genellikle \u00e7amurludur. Beton mikser kamyonu, 0,3 ila 0,5 \u00e7eki\u015f katsay\u0131s\u0131na sahip y\u00fczeylerde 10 ila 20% (k\u00f6t\u00fc tasarlanm\u0131\u015f \u015fantiye eri\u015fim yollar\u0131nda bazen 25%) aras\u0131nda de\u011fi\u015fen e\u011fimleri t\u0131rmanmak zorundad\u0131r. 15%'lik bir e\u011fimde 32 tonluk bir kamyon i\u00e7in yer\u00e7ekimi \u00e7eki\u015f g\u00fcc\u00fc yakla\u015f\u0131k 47 kN'dir ve asfaltlanmam\u0131\u015f bir yoldaki yuvarlanma direnci buna 16 ila 32 kN daha ekler; bu da toplamda 63 ila 79 kN'lik bir tahrik kuvveti gereksinimine yol a\u00e7ar. Bu kuvvet, beton tamburda \u00e7alkalanmaya devam ederken ve a\u011f\u0131rl\u0131k merkezi her y\u00fczey d\u00fczensizli\u011fiyle s\u00fcrekli olarak de\u011fi\u015firken s\u00fcrd\u00fcr\u00fclmelidir.<\/p>\n

Bir\u00e7ok beton mikser kamyonu yaln\u0131zca arka tekerlekten \u00e7eki\u015flidir (\u00f6n aks\u0131 tahrikli olmayan 6\u00d74 veya 8\u00d74 konfig\u00fcrasyonu). Arka aks\u0131n ara\u00e7 a\u011f\u0131rl\u0131\u011f\u0131n\u0131n 60 ila 65%'sini (19 ila 21 ton) ta\u015f\u0131d\u0131\u011f\u0131, 15%'lik asfaltlanmam\u0131\u015f bir e\u011fimde, 0,4 katsay\u0131da maksimum arka aks \u00e7eki\u015fi yakla\u015f\u0131k 77 ila 82 kN'dir; bu da 63 ila 79 kN'lik talebin biraz \u00fczerindedir. Bu, 3 ila 19 kN'lik bir \u00e7eki\u015f pay\u0131 b\u0131rak\u0131r; bu pay, \u0131slak bir b\u00f6lge, \u00e7amurlu bir b\u00f6l\u00fcm veya \u00e7alkalanmadan kaynaklanan ve 2 ila 3 tonluk a\u011f\u0131rl\u0131\u011f\u0131n tahrik aks\u0131ndan \u00f6n aksa kaymas\u0131na neden olan bir a\u011f\u0131rl\u0131k transferiyle tamamen t\u00fcketilebilir.<\/p>\n

D\u00f6rt tekerlekten \u00e7eki\u015fli beton mikser kamyonlar\u0131 (6\u00d76 veya 8\u00d78), toplam \u00e7eki\u015f g\u00fcc\u00fcn\u00fc 35 ila 50% art\u0131rarak, en k\u00f6t\u00fc \u015fantiye yollar\u0131nda g\u00fcvenilir eri\u015fim i\u00e7in gereken g\u00fcvenlik pay\u0131n\u0131 sa\u011flayan tahrikli \u00f6n akslar ekler. Her tahrikli aks\u0131n kendi tahrik sistemine ihtiyac\u0131 vard\u0131r. tekerlek tahrikli planet di\u015fli kutusu<\/a> \u2014 Aks konfig\u00fcrasyonuna ba\u011fl\u0131 olarak genellikle ara\u00e7 ba\u015f\u0131na 2 ila 4 \u00fcnite. \u015eanz\u0131manlar, akslar aras\u0131 tahrik hatt\u0131 gerilmesini \u00f6nlemek ve b\u00f6ylece g\u00fc\u00e7 kayb\u0131n\u0131 ve lastik ile aktarma organ\u0131 a\u015f\u0131nmas\u0131n\u0131n h\u0131zlanmas\u0131n\u0131 engellemek i\u00e7in t\u00fcm tahrik edilen akslarda ayn\u0131 \u00e7\u0131k\u0131\u015f h\u0131z\u0131n\u0131 \u00fcretmelidir.<\/p>\n

D\u00f6k\u00fcm noktas\u0131ndaki geri manevra genellikle en zorlu \u00e7eki\u015f gerektiren olayd\u0131r. Kamyon, d\u00f6k\u00fcm pozisyonuna geri geri gitmelidir - genellikle yoku\u015f yukar\u0131, yumu\u015fak zeminde ve tam dolu tamburla. 32 tonluk bir kamyonla yoku\u015f yukar\u0131 geri geri gitmek, ileri do\u011fru \u00e7\u0131kmakla ayn\u0131 \u00e7eki\u015f kuvvetini gerektirir - ancak s\u00fcr\u00fcc\u00fcn\u00fcn g\u00f6r\u00fc\u015f alan\u0131 daha azd\u0131r, kontrol yetkisi daha azd\u0131r ve \u00e7alkalanan y\u00fck geriye do\u011fru kayar (tahrik akslar\u0131na daha fazla y\u00fck bindirir, bu asl\u0131nda \u00e7eki\u015fe yard\u0131mc\u0131 olur ancak dik e\u011fimlerde \u00f6n tekerleklerin kalkma riskini art\u0131r\u0131r). Tekerlek tahriki, geri viteste teredd\u00fct etmeden veya gecikmeden tam tork sa\u011flamal\u0131d\u0131r - \u00e7\u00fcnk\u00fc tamburda beton sertle\u015firken bir e\u011fimde geri geri gitme giri\u015fiminin durmas\u0131 iki kat acil durumdur: kamyon s\u0131k\u0131\u015f\u0131r VE beton i\u015flenebilirlik s\u0131n\u0131r\u0131na yakla\u015f\u0131r.<\/p>\n<\/div>\n

\"Beton<\/div>\n<\/div>\n<\/section>\n
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Betonun Kimyasal Maruziyeti \u2014 pH 12 ila 13 Aras\u0131nda Alkali Maddenin Contalara ve G\u00f6vdeye Etkisi<\/h2>\n

Islak beton, \u00e7imento hidratasyonu s\u0131ras\u0131nda olu\u015fan kalsiyum hidroksit (kire\u00e7) nedeniyle olduk\u00e7a alkalidir (pH 12 ila 13). Y\u00fckleme, ta\u015f\u0131ma ve bo\u015faltma s\u0131ras\u0131nda beton, \u015fasiye, akslara ve tekerlek tahrik yuvalar\u0131na s\u0131\u00e7rar. Alkali beton, standart NBR contalar\u0131na zarar verir (\u015fi\u015fme ve yumu\u015famaya neden olur), al\u00fcminyum ba\u011flant\u0131 par\u00e7alar\u0131n\u0131 a\u015f\u0131nd\u0131r\u0131r ve a\u00e7\u0131kta kalan \u00e7elik y\u00fczeyleri a\u015f\u0131nd\u0131r\u0131r. Kurumu\u015f beton, \u00e7\u0131kar\u0131lmas\u0131 zor olan ve metal y\u00fczeyine nemi hapseden sert bir kalsiyum karbonat kabu\u011fu olu\u015fturur; bu da s\u00fcrekli \u0131slak, alkali bir mikro ortam yaratarak korozyonu h\u0131zland\u0131r\u0131r.<\/p>\n

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Tekerlek tahrik muhafazas\u0131, \u00f6zellikle tekerlek seviyesinde, yani bo\u015faltma s\u0131ras\u0131nda ve \u015fantiyede beton d\u00f6k\u00fclmesinin i\u00e7inden ge\u00e7erken do\u011frudan s\u0131\u00e7rama b\u00f6lgesinde konumland\u0131r\u0131ld\u0131\u011f\u0131 i\u00e7in olduk\u00e7a hassast\u0131r. Temizlenmeden ge\u00e7en tek bir g\u00fcnl\u00fck beton s\u0131\u00e7ramas\u0131, muhafaza y\u00fczeyinde 1 ila 3 mm kal\u0131nl\u0131\u011f\u0131nda bir beton tabakas\u0131 olu\u015fturur. 5 ila 10 g\u00fcn temizlenmeden sonra, beton kabuk 5 ila 15 mm kal\u0131nl\u0131\u011fa ula\u015f\u0131r ve conta tutucu, havaland\u0131rma deli\u011fi ve tahliye tapas\u0131n\u0131 rutin bak\u0131m i\u00e7in n\u00fcfuz edilmesi zor olan sert bir kabukla kaplar. Tahliye tapas\u0131na eri\u015femeyen bir operat\u00f6r ya\u011f de\u011fi\u015fimini atlar ve \u015fanz\u0131man ya\u011f\u0131 beton kabu\u011funun arkas\u0131nda fark edilmeden bozulur.<\/p>\n

Beton kirlili\u011fi, kamyonun bo\u015faltma olu\u011fu ucunda en \u015fiddetlidir; burada \u0131slak beton, tamburdan oluktan d\u00f6k\u00fcm noktas\u0131na do\u011fru akar. Arka aks tekerlek tahrikleri do\u011frudan olu\u011fun alt\u0131nda bulunur ve en yo\u011fun beton s\u0131\u00e7ramas\u0131na maruz kal\u0131r. \u00d6n aks tekerlek tahrikleri (e\u011fer tahrik ediliyorsa) daha az do\u011frudan s\u0131\u00e7ramaya maruz kal\u0131r, ancak ta\u015f\u0131ma s\u0131ras\u0131nda tamburun d\u0131\u015f\u0131ndan d\u00fc\u015fen betona maruz kal\u0131rlar. T\u00fcm tekerlek tahrik y\u00fczeylerinin g\u00fcnl\u00fck olarak bas\u0131n\u00e7l\u0131 suyla y\u0131kanmas\u0131 tek g\u00fcvenilir savunmad\u0131r ve y\u0131kama suyu toplanmal\u0131d\u0131r (topra\u011fa bo\u015falt\u0131lmamal\u0131d\u0131r), \u00e7\u00fcnk\u00fc beton y\u0131kama suyu \u00e7o\u011fu yarg\u0131 b\u00f6lgesinde d\u00fczenlemeye tabi bir kirleticidir.<\/p>\n<\/div>\n

\"605L2<\/div>\n<\/div>\n<\/section>\n
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Beton Mikser Kamyonu Tekerlek Tahrik Sistemlerine \u00d6zg\u00fc \u00dc\u00e7 Ar\u0131za Modu<\/h2>\n
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1<\/div>\n
Virajlarda e\u011fimli \u015fantiye eri\u015fim yollar\u0131nda su \u00e7alkalanmas\u0131 nedeniyle meydana gelen devrilmeler.<\/div>\n<\/div>\n

Yar\u0131 dolu bir beton mikser kamyonu (tambur dolumu 40 ila 60%), 10% e\u011fimli bir yolda d\u00f6nerken, ara\u00e7 s\u00fcspansiyonu ve betonun \u00e7alkalanmas\u0131ndan kaynaklanan e\u015flenik sal\u0131n\u0131mlar ya\u015far; bu sal\u0131n\u0131mlar, statik \u00e7alkalanma genli\u011finin \u00f6tesinde, yanal a\u011f\u0131rl\u0131k merkezi kaymas\u0131n\u0131 50 ila 100% kadar art\u0131rabilir. D\u00f6n\u00fc\u015f yar\u0131\u00e7ap\u0131, h\u0131z, e\u011fim ve dolum seviyesinin kritik bir kombinasyonunda, birle\u015fik a\u011f\u0131rl\u0131k merkezi kaymas\u0131 devrilme e\u015fi\u011fini a\u015far ve kamyon yan taraf\u0131na devrilir. \u0130n\u015faat sahas\u0131 eri\u015fim yollar\u0131nda beton mikser kamyonlar\u0131n\u0131n devrilmesi, yaln\u0131zca ABD'de y\u0131lda 15 ila 30 \u00f6l\u00fcme neden olmaktad\u0131r; bu da bu ar\u0131za t\u00fcr\u00fcn\u00fc in\u015faat ara\u00e7lar\u0131nda meydana gelen \u00f6l\u00fcmlerin \u00f6nde gelen nedenlerinden biri haline getirmektedir.<\/p>\n

\u00d6nlemler: \u015eantiye giri\u015f yollar\u0131nda h\u0131z s\u0131n\u0131rlamas\u0131 (maksimum 10 km\/sa). Sorunsuz tekerlek tahrik torku da\u011f\u0131t\u0131m\u0131 (DIN S\u0131n\u0131f 6 vites). Devrilme uyar\u0131s\u0131 i\u00e7eren denge y\u00f6netim sistemi. E\u011fimli yollarda yar\u0131 y\u00fckl\u00fc d\u00f6n\u00fc\u015f yolculuklar\u0131ndan ka\u00e7\u0131n\u0131n.<\/div>\n<\/div>\n
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2<\/div>\n
Beton kabuk kaplamas\u0131ndan kaynaklanan s\u0131zd\u0131rmazl\u0131k ve havaland\u0131rma hasar\u0131<\/div>\n<\/div>\n

G\u00fcnl\u00fck olarak y\u0131kanmayan beton s\u0131\u00e7ramalar\u0131, conta tutucu, havaland\u0131rma deli\u011fi ve g\u00f6vde y\u00fczeylerini saran sert bir kalsiyum karbonat kabu\u011fu (pH 12 ila 13) olu\u015fturarak kurur. Alkali kabuk, conta malzemesine d\u0131\u015far\u0131dan sald\u0131r\u0131rken, alttaki g\u00f6vde korozyonunu h\u0131zland\u0131ran nemi de hapseder. Havaland\u0131rma deli\u011fi kuruyan beton taraf\u0131ndan t\u0131kan\u0131r ve s\u0131zd\u0131rmaz \u015fanz\u0131man\u0131, s\u0131cakl\u0131k de\u011fi\u015fimleriyle i\u00e7 bas\u0131nc\u0131n d\u00f6ng\u00fcsel olarak de\u011fi\u015fti\u011fi bir bas\u0131n\u00e7l\u0131 kaba d\u00f6n\u00fc\u015ft\u00fcr\u00fcr. Bas\u0131n\u00e7 d\u00f6ng\u00fcs\u00fc, ya\u011f\u0131 contalardan ge\u00e7meye zorlar (s\u0131z\u0131nt\u0131lara neden olur) ve ya\u011f so\u011fudu\u011funda atmosferik nemi \u015fanz\u0131mana \u00e7eker (em\u00fclsifikasyona neden olur). Temizlenmemi\u015f betona 500 ila 1000 saat maruz kalma sonucunda, conta bozulmas\u0131, havaland\u0131rma deli\u011fi t\u0131kanmas\u0131 ve ya\u011f kirlenmesi birle\u015ferek \u015fanz\u0131man\u0131 i\u015flevsiz hale getirebilir.<\/p>\n

\u00d6nlem: T\u00fcm tekerlek tahrik y\u00fczeylerinin g\u00fcnl\u00fck olarak bas\u0131n\u00e7l\u0131 suyla y\u0131kanmas\u0131. pH 13 alkali maruziyetine dayan\u0131kl\u0131 FKM contalar. Korumal\u0131 havaland\u0131rma deli\u011fi (girintili, korumal\u0131, alkaliye dayan\u0131kl\u0131 filtreli). Minimum 120 mikron DFT'ye sahip epoksi g\u00f6vde kaplamas\u0131.<\/div>\n<\/div>\n
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3<\/div>\n
32 ton y\u00fckle uzun s\u00fcreli ini\u015flerde otoyol frenlerinin a\u015f\u0131r\u0131 \u0131s\u0131nmas\u0131.<\/div>\n<\/div>\n

32 tonluk y\u00fckl\u00fc bir beton mikseri, 5 km'lik, 6% e\u011fimli bir yolda 60 km\/sa h\u0131zla inerken yakla\u015f\u0131k 94 MJ frenleme enerjisi da\u011f\u0131tmal\u0131d\u0131r. Motor retarderi yetersizse, tekerlek tahrikli servis frenleri fazla enerjiyi emer ve 2 ila 3 km i\u00e7inde a\u015f\u0131r\u0131 \u0131s\u0131nma s\u0131cakl\u0131klar\u0131na ula\u015fabilir. Beton y\u00fck\u00fc, bunu ayn\u0131 a\u011f\u0131rl\u0131ktaki di\u011fer a\u011f\u0131r ara\u00e7lardan daha tehlikeli hale getirir: Frenleme s\u0131ras\u0131nda \u00e7alkalanan y\u00fck \u00f6ne do\u011fru kayar (\u00f6n aks y\u00fck\u00fcn\u00fc ve \u00f6n fren g\u00f6revini art\u0131r\u0131r) ve y\u00fckl\u00fc tamburun y\u00fcksek a\u011f\u0131rl\u0131k merkezi, frenleme s\u0131ras\u0131nda \u00f6ne do\u011fru e\u011fimi art\u0131r\u0131r (\u00f6n tarafa daha fazla y\u00fck bindirir). Bu nedenle, \u00f6n aks tekerlek tahrikli frenler, toplam frenleme enerjisinin orant\u0131s\u0131z bir pay\u0131 i\u00e7in derecelendirilmelidir - tipik olarak toplam\u0131n ila 'i, statik a\u011f\u0131rl\u0131k da\u011f\u0131l\u0131m\u0131n\u0131n \u00f6nerdi\u011fi ila 'e k\u0131yasla.<\/p>\n

\u00d6nlem: \u0130ni\u015f kontrol\u00fc i\u00e7in birincil olarak motor retarderi. T\u00fcm akslarda havaland\u0131rmal\u0131 disk frenler. Fren s\u0131cakl\u0131\u011f\u0131 izleme sistemi. Tam y\u00fckl\u00fc a\u011f\u0131rl\u0131kta ECE R13 Tip IIA (da\u011f ini\u015fi) testine uygunluk.<\/div>\n<\/div>\n<\/div>\n<\/section>\n
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S\u0131k\u00e7a Sorulan Sorular<\/h2>\n
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Beton mikseri tekerlek tahrik sistemi ile standart kamyon aks tahrik sistemi aras\u0131ndaki fark nedir?<\/h3>\n

\u00dc\u00e7 benzersiz fakt\u00f6r: (1) s\u0131v\u0131 \u00e7alkalanma y\u00fck\u00fc, s\u00fcr\u00fc\u015f s\u0131ras\u0131nda aks y\u00fck\u00fcn\u00fc s\u00fcrekli olarak de\u011fi\u015ftiren 200 ila 500 mm'lik dinamik a\u011f\u0131rl\u0131k merkezi kaymalar\u0131 \u00fcretir; bu da fren ve \u00e7eki\u015f sistemlerinin, kat\u0131 y\u00fck kamyonlar\u0131nda bulunmayan y\u00fck transferlerini kar\u015f\u0131lamas\u0131n\u0131 gerektirir; (2) betonun kimyasal maruziyeti (pH 12 ila 13), contalar\u0131, ba\u011flant\u0131 par\u00e7alar\u0131n\u0131 ve g\u00f6vdeleri temiz su maruziyetinden 3 ila 5 kat daha y\u00fcksek oranlarda a\u015f\u0131nd\u0131r\u0131r; ve (3) \u015fantiye eri\u015fim gereksinimi, tam y\u00fckl\u00fc a\u011f\u0131rl\u0131kta 15 ila 25% aras\u0131nda arazi e\u011fim kabiliyeti gerektirir; bu da kamuya a\u00e7\u0131k karayollar\u0131nda kar\u015f\u0131la\u015f\u0131lan 8 ila 12% e\u011fimlerden \u00f6nemli \u00f6l\u00e7\u00fcde daha diktir.<\/p>\n<\/div>\n

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Tipik kullan\u0131m \u00f6mr\u00fc ne kadard\u0131r?<\/h3>\n

Planet di\u015fli kutusu i\u00e7in 8.000 ila 15.000 saat; bu da y\u0131lda 1.500 saat kullan\u0131mda 5 ila 10 y\u0131la e\u015fde\u011ferdir. Beton maruziyetinden kaynaklanan g\u00f6vde korozyonu, g\u00fcnl\u00fck y\u0131kama yap\u0131lmayan kamyonlarda \u00f6mr\u00fc s\u0131n\u0131rlayan en \u00f6nemli fakt\u00f6rd\u00fcr: korumas\u0131z g\u00f6vdeler 3 ila 5 y\u0131l i\u00e7inde yap\u0131sal incelme g\u00f6sterebilir. Contalar: D\u00fczenli olarak y\u0131kanan kamyonlarda FKM malzemesi ile 2.000 ila 4.000 saat; y\u0131kama disiplini yetersiz olan kamyonlarda 800 ila 1.500 saat. Y\u0131kama disiplini ile conta \u00f6mr\u00fc aras\u0131ndaki ili\u015fki o kadar g\u00fc\u00e7l\u00fcd\u00fcr ki, baz\u0131 filo operat\u00f6rleri conta de\u011fi\u015ftirme s\u0131kl\u0131\u011f\u0131n\u0131, s\u00fcr\u00fcc\u00fclerin g\u00fcnl\u00fck y\u0131kama prosed\u00fcr\u00fcne uyumunu \u00f6l\u00e7mek i\u00e7in bir \u00f6l\u00e7\u00fct olarak kullan\u0131r; 3.000 saat yerine 1.000 saat aral\u0131klarla conta de\u011fi\u015fimi gerektiren bir kamyon, conta b\u00fct\u00e7esinin \u00fc\u00e7 kat\u0131n\u0131 t\u00fcketir ki bu da genellikle yetersiz temizli\u011fe ba\u011fl\u0131d\u0131r.<\/p>\n<\/div>\n

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Tipik vites oran\u0131 nedir?<\/h3>\n

Otoyol h\u0131z\u0131ndaki beton mikser kamyonlar\u0131nda g\u00f6bekten red\u00fcksiyonlu son tahrik sistemleri i\u00e7in 4:1 ila 8:1 oranlar\u0131 (60 ila 80 km\/sa yol kabiliyeti i\u00e7in \u00e7ok vitesli \u015fanz\u0131manla birlikte). Sadece yol kayd\u0131n\u0131n gerekli olmad\u0131\u011f\u0131 b\u00fcy\u00fck in\u015faat alanlar\u0131nda kullan\u0131lan kendinden tahrikli arazi beton mikser kamyonlar\u0131 i\u00e7in 15:1 ila 30:1 oranlar\u0131. Daha d\u00fc\u015f\u00fck oranlar, otoyol seyir h\u0131z\u0131nda yak\u0131t verimlili\u011fini optimize eder; daha y\u00fcksek oranlar ise zorlu arazi ko\u015fullar\u0131nda \u00e7eki\u015fi optimize eder.<\/p>\n<\/div>\n

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Korea Ever-Power beton mikser kamyonlar\u0131 i\u00e7in tekerlek tahrik sistemleri tedarik ediyor mu?<\/h3>\n

Evet. Korea Ever-Power, 5.000 ila 40.000 Nm tork aral\u0131\u011f\u0131nda beton mikser kamyonlar\u0131 i\u00e7in tekerlek tahrikli planet di\u015fli kutular\u0131 \u00fcretmektedir. Bu kutular, pH 13 alkali maruziyetine dayan\u0131kl\u0131 FKM contalara, korumal\u0131 havaland\u0131rma deliklerine sahip epoksi kapl\u0131 g\u00f6vdelere, \u00e7alkalanma y\u00fck\u00fc stabilitesi i\u00e7in DIN S\u0131n\u0131f 6 di\u015flilere ve ECE R13 karayolu frenleme uyumlulu\u011fu i\u00e7in otomotiv s\u0131n\u0131f\u0131 havaland\u0131rmal\u0131 disk frenlere sahiptir. Hem yasal hem de operasyonel gereksinimlere uygun bir spesifikasyon elde etmek i\u00e7in kamyon \u015fasi \u00fcreticisini, aks konfig\u00fcrasyonunu, br\u00fct ara\u00e7 a\u011f\u0131rl\u0131\u011f\u0131n\u0131 (GVW), maksimum \u015fantiye e\u011fimini ve kamyonun kamuya a\u00e7\u0131k karayollar\u0131nda (ECE R13 frenleme uyumlulu\u011fu gerektiren) mi yoksa yaln\u0131zca \u015fantiyelerde mi \u00e7al\u0131\u015ft\u0131\u011f\u0131n\u0131 belirtin.<\/p>\n<\/div>\n<\/div>\n<\/section>\n

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Beton Mikser Kamyonu Tekerlek Tahrik Sistemleri \u2014 Su \u00c7alkalanmas\u0131na Dayan\u0131kl\u0131, Alkaliye Dayan\u0131kl\u0131, Otoyol Frenli<\/div>\n

Korea Ever-Power, 5.000 ila 40.000 Nm aras\u0131nda tork \u00fcreten, \u00e7alkalanma y\u00fck\u00fcne dayan\u0131kl\u0131, beton-kimyasal s\u0131zd\u0131rmazl\u0131k korumal\u0131 ve karayolu standartlar\u0131nda frenleme \u00f6zelli\u011fine sahip beton mikser kamyonu tekerlek tahrik sistemleri sunmaktad\u0131r.<\/p>\n<\/div>\n

Tekerlek Tahrik Aral\u0131\u011f\u0131n\u0131 G\u00f6r\u00fcnt\u00fcle \u2192<\/a><\/p>\n
sat\u0131\u015f@planetary-gearboxes.com<\/div>\n<\/div>\n<\/div>\n<\/section>\n

Edit\u00f6r: Cxm<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"

Korea Ever-Power \u00b7 Uygulama M\u00fchendisli\u011fi \u00b7 Beton Mikser Kamyonlar\u0131 Tekerlek Tahrikli Planet Di\u015fli Kutusu Y\u00fcklenmi\u015f bir beton mikseri 32 ton a\u011f\u0131rl\u0131\u011f\u0131ndad\u0131r \u2014 kamyon, 15% e\u011fimlere, keskin virajlara ve asfaltlanmam\u0131\u015f y\u00fczeylere sahip bir \u015fantiye eri\u015fim yolunda ilerlerken, d\u00f6nen bir tamburda 8 ila 10 metrek\u00fcp s\u0131v\u0131 beton \u00e7alkalan\u0131r. [\u2026]<\/p>","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_et_pb_use_builder":"","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"categories":[965],"tags":[],"class_list":["post-1216","post","type-post","status-publish","format-standard","hentry","category-application-and-technical-guid"],"_links":{"self":[{"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/posts\/1216","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/comments?post=1216"}],"version-history":[{"count":2,"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/posts\/1216\/revisions"}],"predecessor-version":[{"id":1219,"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/posts\/1216\/revisions\/1219"}],"wp:attachment":[{"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/media?parent=1216"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/categories?post=1216"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/planetary-gearboxes.com\/tr\/wp-json\/wp\/v2\/tags?post=1216"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}