DUCTILE IRON PUSH-ON JOINT PIPE
|
DN |
External Diameter DE* |
Iron Wall Thickness, e, K9 |
Cement-Mortar Lining Thickness |
Mass per Meter |
Socket Mass |
Cement Mortar Mass |
Total Mass for L=6m |
|
80 |
98 |
6 |
4 |
12,2 |
3,4 |
10,2 |
87 |
|
100 |
118 |
6 |
4 |
15,1 |
4,3 |
12,4 |
107 |
|
|
|
|
|
|
|
|
|
|
125 |
144 |
6 |
4 |
18,9 |
5,7 |
16 |
135 |
|
150 |
170 |
6 |
4 |
22,8 |
7,1 |
19 |
163 |
|
200 |
222 |
6,3 |
4 |
30,6 |
10,3 |
25 |
219 |
|
|
|
|
|
|
|
|
|
|
250 |
274 |
6,8 |
4 |
40,2 |
14,2 |
31 |
286 |
|
300 |
326 |
7,2 |
4 |
50,8 |
18,6 |
37 |
360 |
|
350 |
378 |
7,7 |
5 |
63,2 |
23,7 |
73 |
476 |
|
|
|
|
|
|
|
|
|
|
400 |
429 |
8,1 |
5 |
75,5 |
29,3 |
84 |
566 |
|
450 |
480 |
8,6 |
5 |
89,8 |
35,6 |
95 |
669 |
|
500 |
532 |
9 |
5 |
104,3 |
42,8 |
106 |
775 |
|
|
|
|
|
|
|
|
|
|
600 |
635 |
9,9 |
5 |
137,3 |
59,3 |
126 |
1009 |
|
700 |
738 |
10,8 |
6 |
173,9 |
79,1 |
178 |
1301 |
|
800 |
842 |
11,7 |
6 |
215,2 |
102,6 |
200 |
1594 |
|
|
|
|
|
|
|
|
|
|
900 |
945 |
12,6 |
6 |
260,2 |
129,9 |
226 |
1917 |
|
1000 |
1048 |
13,5 |
6 |
309,3 |
161,3 |
252 |
2269 |
|
1100 |
1152 |
14,4 |
6 |
362,6 |
196,2 |
279 |
2651 |
|
|
|
|
|
|
|
|
|
|
1200 |
1255 |
15,3 |
6 |
420,1 |
237,7 |
302 |
3060 |
|
1400 |
1462 |
17,1 |
9 |
547,2 |
279,3 |
527 |
4090 |
|
1500 |
1565 |
18 |
9 |
616,5 |
316,4 |
567 |
4582 |
|
|
|
|
|
|
|
|
|
|
1600 |
1668 |
18,9 |
9 |
690,3 |
375,4 |
603 |
5120 |
All dimension are in millimeters. Masses
are in kilograms and they are approximate.
* A tolerance of +1mm applies.
Permissible angular deflection and subsequent
offset values for 6 meter length push-on type and restrained
type joints (L=6m):
|
TYPE OF JOINT |
DN |
Maximum allowable deflection (degrees) |
Deflection offset (mm) |
Radius of curvature
(m) |
|
push-on type |
80-300 |
5 |
523 |
69 |
|
350-400 |
4 |
419 |
86 |
|
450-1200 |
3 |
314 |
114 |
|
1400-1600 |
2 |
209 |
172 |
|
bolted restrained type |
80-300 |
4 |
419 |
86 |
|
350-800 |
3 |
314 |
114 |
|
900-1200 |
2 |
209 |
172 |
|
1400-1600 |
1 |
105 |
344 |
|
|
