ISO 13713 Mooring Et Towing Fittings Mooring ChocksChock：steel materiam mittentes punctum non minus 235 N/mm2 vel aequivalens habens cedit. Stimula contenta ferri iaciendi non plus quam 0,23% considerans weldability sunt.
Chock：materias chalybeas habens punctum cede non minus quam 235 N/mm2 vel aequivalens.
STOLATIO contenta ferri iaciendi non plus quam 0,23% considerans weldability.
Allsurface retinacula chocks，comprehendo glutino，immunis erit ab omnibus visibilibus vitiis vel imperfectionibus.
Omnes superficies funibus contactis immunes erunt ab asperitate superficiei orirregularities, verisimile damnum funiculis inferre ab abrasione.
Chocks retinacula extrinsecus anti-corrosione protectivefinish obductis.
TypeA: Deck-escenderunt stationem STATUMINO
Typus B：Propugnaculum nauita STATUMINO
|
Nominalsize L * H |
l1 |
l2 |
l3 |
B |
H1 |
H2 |
R |
R1 |
R2 |
|
250*200 |
100 |
250 |
444 |
160 |
377 |
80 |
100 |
197 |
80 |
|
300*250 |
110 |
300 |
536 |
200 |
468 |
100 |
125 |
243 |
100 |
|
350*250 |
125 |
350 |
608 |
220 |
489 |
110 |
125 |
254 |
110 |
|
400*250 |
135 |
400 |
682 |
240 |
511 |
120 |
125 |
266 |
120 |
|
450* 250 |
150 |
450 |
760 |
260 |
535 |
130 |
125 |
280 |
130 |
|
500*250A |
175 |
500 |
832 |
280 |
556 |
140 |
125 |
291 |
140 |
|
500*250B |
175 |
500 |
840 |
280 |
560 |
140 |
125 |
295 |
140 |
|
Nominalsize L * H |
R3 |
R4 |
R5 |
T |
T1 |
Weldingleg longitudoa |
SWLb |
CalculatedWeightc （kg） |
|
|
Z1 |
（KN） |
（t） |
|||||||
|
250*200 |
46 |
20 |
15 |
34 |
18 |
8.5 |
353 |
36 |
73 |
|
300*250 |
64 |
25 |
20 |
36 |
20 |
9 |
491 |
50 |
121 |
|
350*250 |
72 |
30 |
20 |
38 |
20 |
9.5 |
589 |
60 |
151 |
|
400*250 |
78 |
30 |
20 |
42 |
23 |
10.5 |
736 |
75 |
200 |
|
450* 250 |
80 |
30 |
20 |
50 |
28 |
12.5 |
981 |
100 |
280 |
|
500*250A |
88 |
30 |
20 |
52 |
30 |
13 |
1128 |
115 |
338 |
|
500*250B |
80 |
30 |
20 |
60 |
36 |
15 |
1373 |
140 |
396 |
|
a Thewelding methodus mutari potest in eodem glutino volumine/virtute. bThe SWLs shown are for reference only. Hae innituntur loadings de quibus in Annex A. The“SWL”fretus condiciones loading theactual accommodetur，et notatio ipsa inter usorem et fabricam convenitur. c Computus tantum referendi est. |
|||||||||
|
Nominalsize L * H |
l1 |
l2 |
B |
H1 |
H2 |
C |
R |
R1 |
R2 |
|
250*200 |
450 |
398 |
154 |
408 |
327 |
57 |
100 |
200 |
174 |
|
300*250 |
516 |
460 |
168 |
466 |
387 |
60 |
125 |
233 |
205 |
|
350*250 |
582 |
520 |
177 |
482 |
395 |
65 |
125 |
241 |
210 |
|
400*250 |
652 |
588 |
193 |
502 |
412 |
70 |
125 |
251 |
219 |
|
450* 250 |
734 |
662 |
213 |
534 |
433 |
77 |
125 |
267 |
231 |
|
500*250A |
812 |
730 |
237 |
562 |
447 |
82 |
125 |
281 |
240 |
|
500*250B |
828 |
750 |
253 |
578 |
466 |
82 |
125 |
289 |
250 |
|
Nominalsize L * H |
R3 |
T |
T1 |
Weldingleg longitudoa |
SWLb |
Calculatedweightc （kg） |
|||
|
Z1 |
Z2 |
（KN） |
（t） |
||||||
|
250*200 |
78 |
26 |
20 |
8 |
8 |
353 |
36 |
48 |
|
|
300*250 |
85 |
27 |
24 |
8 |
9.5 |
491 |
50 |
83 |
|
|
350*250 |
90 |
29 |
25 |
9 |
10 |
589 |
60 |
100 |
|
|
400*250 |
98 |
34 |
32 |
9.5 |
13 |
736 |
75 |
145 |
|
|
450* 250 |
108 |
41 |
36 |
12.5 |
14.5 |
981 |
100 |
215 |
|
|
500*250A |
120 |
41 |
36 |
12.5 |
14.5 |
1128 |
115 |
235 |
|
|
500*250B |
128 |
48 |
41 |
14.5 |
16.5 |
1373 |
140 |
266 |
|
|
a Thewelding methodus mutari potest in eodem volumine/virtute glutino/b TheSWLs ostensae sunt ad solam referentiam. Hae onerantiae, de quibus in Annex A c fundantur, pondus computatum est ad solum referendum. |
|||||||||
