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HeSNSN PIPA BETON BERTULANG - TIPE CL
Reinforced Concrete Pipes - Cl Type
DENGAN KARET PENYAMBUNG
TPEL-SKID.
Socketed L-Skid Joint
‘with Rubber Gasket
see OL
 
  
 
_ oe
   
 
busaspun
UMMM
 
MMMM Lie SPESNPIKAS| PRODUK
PRODUCT SPECIFICATION
ta eat Cs Pret DN) Ca rd
Por a ry Goris ca a fis
pe cal Outer eicd Coe es forte
size Diced od Con fee cro Code
 
[i
200 30 260 333 2450 43 1.020081
300 37 374. 461 2450, 269 11A.0300801
400 2 484 583) 2480 401 1A.0400801
500 4 592 708 2450, 590 11A.0500801
600 55 710 40 2450 788 1A.0600801
700 0 820 960 2450 97 1.0700801
800 65 930) 1082 2450 1232 11A.0800801
700 70 1040 1205 2450, 1503 1A.0900801
1000 75 1190 1325 2430 1785 1A.1000801
1100 85 1270 1465 2450 2241 1A.1100801
1200 95 1390 1596 2450 2838 1A.1200801
1300 100 1500 wr 2450, 3233 1.130801
1400 104 1608 1821 2450 3981 1A.1400801
1500 107 wma 1997 2450 3951 1A.1900801
1600 109 1818 2039 2450 4100 1.160801
1650 109 1867 2089 2450, 4368 1A.1650801
1800 6 2032 2092 2450 5224 1A.1800801
2000 250 2500 2701 2500 12520 1.200801
2100 200 2500 2701 2500 10007 12100801
Bi sconz ont cmos ee q Snead
i Cais aetna
= MUTU BETON BLUM PROSES SPINNING MN. K3 Peete
Sortie ae eae:
JANGAN 1D ROLLED WIRE (CRW) ee eee
GANGAN LFLEH > 4500 Kg/orm ere
Aerie re EoDUSASPUN’
este
SAMBUNGAN INWALL FLUSH
DENGAN MORTAR
Inwell Flush Joint
with Mortar
 
PIPA BETON BERTULANG - TIPE FJ
Reinforced Concrete Pipes - FJ Type
 
 
UMMM Srl PRODUK
vUKURAN
NOMINAL
red
rn
Birsrerai tons
Bren
EAST
Lea
DINDING
ea
caren
sPINND
So Esa
Dr
ro
cr
eng
DUCT SPECIFICATION
Pc) Cae KODE
EFEKTIF bau Dror
coe Approx. peel
length Weight rnPIPA JACKING BETON BERTULANG
Reinforced Concrete Jacking Pipes
———
 
 
Toes Se cone
 
aU
 
 
 
UMMM MMMM diz? SPESNFKAS| PRODUK
PRODUCT SPECIFICATION
 
 
  
itoematet oc OEE We a LCOe Cea ain
Ss eee pe
ee eS a
ane a ene em Oana come
700" 75 850 2430 186.3 175, 839 300 35 1.070081
ee ee eee
vos ie We, eee QM ue an econ
1000" 100° 1200 2430 376.6 ‘2147 1191 250, uM 1C.1000811
100", 105, 1310 2430 438.0, 2450 1301 250 7 VC. 100811
1 sc sg on AI
1350" 125, 1600 2430 6240 3735 1588 250 5 1C.1350B 11
1500" 140, 1780, 2430 794.0 A658 1768 250 66 VC.1500B11
1600" 75 2150 2500 1500.0, 10650 =skid inwall joint— 1C.1600B19
1800" 160 2120 2430 1109.0 6126 2104 250 ny 1.180081)
2000" Ws 2350 2430 13640, 7745 2338 250 ‘87 1.200081
Become ent |
oe
RRM:
On
TINGGI
ati et
Renin
ey