China ERW Umbhobho for Concrete Pump Equipment umzi-mveliso kunye nabavelisi |Ximai

Umbhobho we-ERW weSixhobo seMpompo yeConcrete

Inkcazelo emfutshane:

Izibuko:	eTianjin, eTshayina
Isakhono seMveliso:	500PCS / ngosuku
Immimiselo yokuhlawula:	L / C, T / T, D / P, Western Union, Paypal, Money Gram

Uhlobo:	Umbhobho
Isicelo:	Impompo ebambekayo
Isiqinisekiso:	CE, ISO9001: 2000
Umqathango:	Entsha
Izinto:	M55 Q235
Ukutyeba(mm):	4~12

Thumela i-imeyile kuthi Khuphela njengePDF

Iinkcukacha zeMveliso

Iithegi zeMveliso

Ulwazi olusisiseko

Umzekelo NO.

umbhobho womgca

Ukutenxa kobude

+-1mm

Ubude(mm)

1000 ~ 6000 okanye Customized

Ukuqina

ukuya kuthi ga kwi-68HRC

Inkqubo Enzima

Ukucinywa kwe-UHF (400kHz)

Ubunzima obuthiyori(Lbs/Kg)

28/12.7

ITape yeFlange

SK148 HD157 Zx175 FM175

I-Weld Tensile Amandla

>480bar

Uvavanyo loxinzelelo

160 ~ 360bar

Umbala

Ebomvu Mnyama Mhlophe okanye Yenzelwe wena

Ukwaleka komphezulu

Ipeyinti yokubhaka

Uphawu lokuthengisa

Ximai

Ipakethe yezoThutho

Ipakethe yokuThunyelelwa kwamanye amazwe

Inkcazo

M55 LINE LINE PUMP PIPE DN125 -5"

Imvelaphi

eTshayina

Ikhowudi ye-HS

841391

Ingcaciso yeMveliso……………………………………………………………………………………………………………………………………… .

Ubonelelo lwefektri ngokuthe ngqo Umgangatho ophezulu wemibhobho yempompo yomgca

M55 LINE LINE PUMP PIPE DN125 -5"			Nge-SK, HD, ZX, FM Flange Ends
Inombolo yendawo	Ukutyeba(mm)	Ubunzima bethiyori(lbs./kg.)/meter	LengthDeviation	Uvavanyo loxinzelelo	WeldTensileStrength	I-SurfaceCoating
M55-540	4.0	28/12.7	±1mm	160bar	>480bar	Ukupeyinta
M55-545	4.5	31.5/14.3	±1mm	180bar	>480bar	Ukupeyinta
M55-550	5.0	35/15.8	±1mm	250bar	>480bar	Ukupeyinta
M55-560	6.0	44/19.8	±1mm	280bar	>480bar	Ukupeyinta
M55-565	6.5	47/21.4	±1mm	280bar	>480bar	Ukupeyinta
M55-571	7.1	51/23.3	±1mm	360bar	>480bar	Ukupeyinta
M55-591	9.1	65/29.4	±1mm	360bar	>480bar	Ukupeyinta
M55-5100	10.0	70/32	±1mm	360bar	>480bar	Ukupeyinta
M55-5120	12.0	84/38	±1mm	360bar	-	Iprimer
Ubude=1000mmLength=2000mmLength=3000mmLength=3048mm(Ubude=120 intshi, Ubude=10 iinyawo)Ubude=4500mmLength=6000mm……..Nabuphi na ubude nobungqingqwa bunokwenziwa ngokwezifiso.
Naziphi na iintlobo ze-weld ends ziyafumaneka.METRIC (SK) WELD ENDSHEAVY DUTY WELD ENDSSCHWING F/M WELD ENDSPUTZMEISTER Z/X WELD ENDS

Inkonzo yethu……………………………………………………………………………………………………………………………………… …..

Umgangatho ophezulu:ISO9001, CE, iziqinisekiso zeCO njl

Ixabiso loKhuphiswano

Imveliso yesikali esikhulu kunye nabasebenzi abaqeqeshwe kakuhle banciphisa iindleko kakhulu, uXimai usebenzisa iXabiso eliNgezantsi ukwenza ube ngoyena mthengisi ukhuphisanayo kwingingqi yakho.One-Stop Shopping

Eyona nto yethu inkulu ngumbhobho wempompo wekhonkrithi kunye nokudibanisa okudibeneyo, sikwanamaqabane amaninzi, sinikezela ngeemveliso ezinxulumeneyo ukuze zikwazi ukuhlangabezana neemfuno zabathengi.Ixesha elifutshane lokukhokela

Sinamandla okuvelisa amandla, ukuvelisa iiseti ze-1500 kunye nemibhobho ye-500pcs yonke imihla.Sinokuba nee-odolo zakho eziphuthumayo zilungele ngexesha elifutshane.Iphakheji yokuthumela ngaphandle eqhelekileyo

Iphakheji yethu ihambelana neemfuno zokuthumela ngaphandle.Siqinisekisa ukuba ikhuselekile kwaye iqinile ngexesha lokuthunyelwa.Inkonzo eyenzelwe

Iintengiso eziphezulu ezinezakhono zobuchwephesha zikwenza ungaze uzive unzima ukunxibelelana nomzi-mveliso, bonke abakwaXimastaff bayakuma ngakuwe, baphendule imibuzo yakho kwaye basombulule ingxaki yakho, nokuba kuthengiswe kwangaphambili okanye emva kokuthengisa.

Umboniso wemveliso……………………………………………………………………………………………………………………………. Umbhobho we-ERW weSixhobo seMpompo yeConcrete

Inkqubo yemveliso……………………………………………………………………………………………………………………………………… …… Umbhobho we-ERW weSixhobo seMpompo yeConcrete Uvavanyo lwemveliso……………………………………………………………………………………………………………………………………… ….

Ukuqinisekisa umgangatho: Siyaqinisekisa ukwenza yonke ilahleko ebangelwe ngumgangatho wemveliso yethu.

UkuPakisha&UkuThumela………………………………………………………………………………………………………………………………. Umbhobho we-ERW weSixhobo seMpompo yeConcrete Qhagamshelana nathi……………………………………………………………………………………………………………………………………… ………..FAQ……………………………………………………………………………………………………………………………………… ……………………………….