PVC-M High-Impact Water supply pipeline bɛ dilan ni fɛɛrɛ ye min bɛ gɛlɛya ni fɛnɲɛnama gɛlɛnw ye. O fɛɛrɛ in bɛ se ka kɛ sababu ye ka pipe kɛ ka PVC fɛnw fanga bonya cogoya mara ka sɔrɔ ka gɛlɛya ɲuman sɔrɔ ani ka degunba sɔrɔ-bearing capacity, ka ductility ni crack resistance fila bɛɛ bonya. Nin pibiliki suguya in bɛ se ka baara kɛ kosɛbɛ ji tila-tila siraw la, jibolisiraw la minnu tɛ mɔgɔ tɔɔrɔ, iziniw dilanni pibilikiw, ani dugubaw ni togodaw jibolisiraw ni jibolisiraw.
Kundama:
|
tɔgɔ tɛ kɛnɛma cɛmancɛ mm . |
Kogo ka bon mm . |
Tansiyɔn tɔgɔla MPA . |
tɔgɔ tɛ kɛnɛma cɛmancɛ mm . |
Kogo ka bon mm . |
Tansiyɔn tɔgɔla MPA . |
|
20 |
2.0 |
1.6/2.0 |
11.9 |
1.6 |
|
|
20 |
2.0 |
1.6/2.0 |
14.8 |
2.0 |
|
|
32 |
2.0 |
1.6/2.0 |
280 |
5.5 |
0.63 |
|
40 |
2.0 |
1.6 |
6.9 |
0.8 |
|
|
2.4 |
2.0 |
8.6 |
1.0 |
||
|
50 |
2.0 |
1.25 |
10.7 |
1.25 |
|
|
2.4 |
1.6 |
13.4 |
1.6 |
||
|
3.0 |
2.0 |
16.6 |
2.0 |
||
|
63 |
2.0 |
1.0 |
315 |
6.2 |
0.63 |
|
2.5 |
1.25 |
7.7 |
0.8 |
||
|
3.0 |
1.6 |
9.7 |
1.0 |
||
|
3.8 |
2.0 |
12.1 |
1.25 |
||
|
75 |
2.0 |
0.8 |
15.0 |
1.6 |
|
|
2.3 |
1.0 |
18.7 |
2.0 |
||
|
2.9 |
1.25 |
355 |
7.0 |
0.63 |
|
|
3.6 |
1.6 |
8.7 |
0.8 |
||
|
4.5 |
2.0 |
10.9 |
1.0 |
||
|
90 |
2 |
0.63 |
13.6 |
1.25 |
|
|
2.2 |
0.8 |
16.9 |
1.6 |
||
|
2.8 |
1.0 |
21.1 |
2.0 |
||
|
3.5 |
1.25 |
400 |
7.9 |
0.63 |
|
|
4.3 |
1.6 |
9.8 |
0.8 |
||
|
5.4 |
2.0 |
12.3 |
1.0 |
||
|
110 |
2.2 |
0.63 |
15.3 |
1.25 |
|
|
2.7 |
0.8 |
19.1 |
1.6 |
||
|
3.4 |
1.0 |
23.7 |
2.0 |
||
|
4.2 |
1.25 |
450 |
8.8 |
0.63 |
|
|
5.3 |
1.6 |
11.0 |
0.8 |
||
|
6.6 |
2.0 |
13.8 |
1.0 |
||
|
125 |
2.5 |
0.63 |
17.2 |
1.25 |
|
|
3.1 |
0.8 |
21.5 |
1.6 |
||
|
3.9 |
1.0 |
26.7 |
2.0 |
||
|
4.8 |
1.25 |
500 |
9.8 |
0.63 |
|
|
6.0 |
1.6 |
12.3 |
0.8 |
||
|
7.4 |
2.0 |
15.3 |
1.0 |
||
|
140 |
2.8 |
0.63 |
19.1 |
1.25 |
|
|
3.5 |
0.8 |
23.9 |
1.6 |
||
|
4.3 |
1.0 |
29.7 |
2.0 |
||
|
5.4 |
1.25 |
560 |
11.0 |
0.63 |
|
|
6.7 |
1.6 |
13.7 |
0.8 |
||
|
8.3 |
2.0 |
17.2 |
1.0 |
||
|
160 |
3.2 |
0.63 |
21.4 |
1.25 |
|
|
4.0 |
0.8 |
26.7 |
1.6 |
||
|
4.9 |
1.0 |
33.2 |
2.0 |
||
|
6.2 |
1.25 |
630 |
12.3 |
0.63 |
|
|
7.7 |
1.6 |
15.4 |
0.8 |
||
|
9.5 |
2.0 |
19.3 |
1.0 |
||
|
180 |
3.6 |
0.63 |
24.1 |
1.25 |
|
|
4.4 |
0.8 |
30.0 |
1.6 |
||
|
5.5 |
1.0 |
37.4 |
2.0 |
||
|
6.9 |
1.25 |
710 |
13.9 |
0.63 |
|
|
8.6 |
1.6 |
17.4 |
0.8 |
||
|
10.7 |
2.0 |
21.8 |
1.0 |
||
|
200 |
3.9 |
0.63 |
27.2 |
1.25 |
|
|
4.9 |
0.8 |
33.9 |
1.6 |
||
|
6.2 |
1.0 |
42.1 |
2.0 |
||
|
7.7 |
1.25 |
710 |
13.9 |
0.63 |
|
|
9.6 |
1.6 |
17.4 |
0.8 |
||
|
11.9 |
2.0 |
21.8 |
1.0 |
||
|
225 |
4.4 |
0.63 |
27.2 |
1.25 |
|
|
5.5 |
0.8 |
33.9 |
1.6 |
||
|
6.9 |
1.0 |
42.1 |
2.0 |
||
|
8.6 |
1.25 |
800 |
15.7 |
0.63 |
|
|
10.8 |
1.6 |
19.6 |
0.8 |
||
|
13.4 |
2.0 |
24.5 |
1.0 |
||
|
250 |
4.9 |
0.63 |
30.6 |
1.25 |
|
|
6.2 |
0.8 |
38.1 |
1.6 |
||
|
7.7 |
1.0 |
47.4 |
2.0 |
||
|
9.6 |
1.25 |
Fisikokimika baarakɛcogo:
|
Minɛn |
Teknikiw ka ɲɛfɔliw . |
|
Hakɛ |
1350-1460kg/m .3 |
|
VICAT Softening Temperature . |
ka tɛmɛ walima ka bɛn degere 80 ma . |
|
Reversion longitudinal . |
ka dɔgɔn walima ka bɛn 5% ma . |
|
Dichloromethane ka sɛgɛsɛgɛli . |
15℃±1 degré |
|
High-Speed Impact Test(0℃) . |
TIR ka dɔgɔn walima a bɛ bɛn 5% ma . |
|
Kisɛ hakɛ dɔgɔyali sɛgɛsɛgɛli (23 degɛrɛ ) (dn ka bon walima ka bɛn 110mm ma) . |
NO BRITT FAILLE . |
|
Hydrostatique tansiyɔn sɛgɛsɛgɛli . |
NO CURUPture, no leagage . |
|
Notched pipe hydrostatique tansiyɔn sɛgɛsɛgɛli . |
NO CURUPture, no leagage . |
Kɛcogow
Toughness excellent ani Impact resistance, ka resistance ɲuman di point loads ani ground settlement bɛnbali ma.
ji marto kɛlɛli fanga bonya, ka ji marto muɲu kosɛbɛ ani ka pibiliki tiɲɛni bali baara kɛtuma na.
Sigida degunw ka kari ka ɲɛ, ka kɛnɛyako gɛlɛyaw kɛlɛ ka ɲɛ pibiliki kan sigili ni taa waati la.
Superior chemical corrosion resistance, min b’a to a bɛnnen don baara bɛɛ ma, PVC-U pipew bɛ kɛ yɔrɔ min na .
Aplikasi .
A bɛ kɛ ka caya ji tila-tila siraw la, jibolisiraw la minnu tɛ mɔgɔ tɔɔrɔ, iziniw dilanni pibilikiw, dugubaw ni togodaw jibɔyɔrɔw, ani jiko siraw.
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