High Wear Resisting Sani/Cifa Concrete Pump Luj Tshib thiab Khoov
Cov ntaub ntawv yooj yim
PUMP BEND PIPE DN125-5 " | ||||
Tshooj NO. | ODIN./DIN | Center Kab RadiusIn./mm | Degree ntawm Angle | Theoretical hnyav (lbs./kg.) |
PIB 1251445 | 5.0 / DN125 | 14/356 ib | 45 | 21/9.6 Nws |
PIB 1251490 | 5.0 / DN125 | 14/356 ib | 90 | 30/13.5 Nws |
PAB 1251845 | 5.0 / DN125 | 18/457 ib | 45 | 22.7/10.3 Nws |
PIB 1251890 | 5.0 / DN125 | 18/457 ib | 90 | 38.5/17.5 Nws |
PAB 1253245 | 5.0 / DN125 | 24/610 ib | 45 | 27.3/12.4 Nws |
PIB 1253290 | 5.0 / DN125 | 24/610 ib | 90 | 50.6/23 |
PAB 1253245 | 5.0 / DN125 | 36/914 ib | 45 | 41/18.7 Nws |
PIB 1253290 | 5.0 / DN125 | 36/914 ib | 90 | 80.3/36.5 |
PAB 1254845 | 5.0 / DN125 | 48/1219 ib | 45 | 50.2/22.8 |
PIB 1254890 | 5.0 / DN125 | 48/1219 ib | 90 | 89.1/40.5 |
Txhua hom khoov tuaj yeem kho tau, Los ntawm 15 deg.rau 90dg. | ||||
Txhua hom vuam xaus muaj.METRIC (SK) WELD ENDSHEAVY DUTY WELD ENDSSCHWING F/M WELD ENDSPUTZMEISTER Z/X WELD ENDS |
Qhov zoo
Lub high qualitystructure ua kom muaj kev puas tsuaj siab thiab toughness
Manganese alloy hlau casting ua rau lub liner hnav pov thawj thiab txo qhov siab
Seamless welding ua rau cov txheej txheej sab nraud kom tawg
Lub teeb yuag txhim kho kev ua haujlwm ntawm lub tsheb, txo qis kev ua haujlwm thiab tus nqi thiab lub sijhawm hloov pauv
Cov qauv tsim, cov khoom siv thiab cov txheej txheem paub txog nws 3-5 zaug kev pabcuam lub neej ntawm cov khoom siv
kom ntev kev pab cuam lub neej ntawm lwm cov yeeb nkab haum
Yooj yim rau siv thiab kov
Peb qhov kev pabcuam………………………………………………………………………………………………………………………………………………… ....
Ntau lawm zaub…………………………………………………………………………………………………………………………………….Cov txheej txheem khoom………………………………………………………………………………………………………………………………………………… ……
Cov khoom kuaj………………………………………………………………………………………………………………………………………………… ....
Ntim & Shipping………………………………………………………………………………………………………………………………………………….Tiv tauj peb………………………………………………………………………………………………………………………………………………… ………..FAQ………………………………………………………………………………………………………………………………………………… ……………………………………….