Texte complet du chapitre (extrait du PDF original)
Texte verbatim extrait du PDF original du chapitre (1940–). Le catalogue d'origine est en anglais ; les tableaux de spécifications peuvent s'afficher imparfaitement — le PDF reste la source autoritative.
Drop forged stud which is fixed
immovably by hydraulic pressure
while the link is hot.
The ends of the stud are completely
embedded in the link. There are
neither sharp edges nor lugs to
cause fractural impressions.
Welding can be carried out, upone
request, around one or both ends
of the stud.
+t DIMENSIONS OF COMMON LINKS, ENLARGED LINKS, END LINKS,
COMMON LINKS ENLARGED LINKS END LINKS BOLT TYPE JOINING SHACKLE
A B Cc D E F G H I J K L M N
Nom- Length overall * Dia- Length overall * Dia- Length overall t Dia- Length overall + Width
inal Width of
Width| meter Width| meter min. max. Width | meter min. max.
Dia. min. max. | mean min. max, | mean min. min. shackle
in.
2 eye
24 in. in. in. in, in, in. in. in. in. in. in. in. in. in. in in. in.
148 | 14% 82 3 15$ | 16} 9% 24 | 164 16# | 10 33 | 174% | 178 3 14 6%
144 | 14% 8% 2% 15% | 152 9} 2% 16+; | 163 3 3+ | 16% 173 94 1g 63
13% | 14% 84 24 15 153 9 22 158 1538 4 3 1635 | 162 + 1g 3
2} 134 | 1343 3 2% 143 | 148 3 24 | 154, | 154 } 248 | 16 164% 9 2 1# 6+
2% 134 | 13% 7g 23 144 | 144 8% 23 144 | 154 9 24| 15% | 15#% 12 64
3 122 | 13% 73 2 13% | 14 8+ 275 | 143 148 82 23 153 153 84 1% $#
2k 123 | 128 1% 2} 134 | 134 t 2 1338 | 144 84 24 | 1444 | 1448 + 13 3
2 12 12} 714% 4 122 | 134 3 3 134 133 + 23 144 144 8 13 3
148 113 | 112 7 24 123 | 123 1% 27,.| 134 13 8 23 134% | 14 2 1% 545
13 114} 114 62 2 12 12} 14 24 12% | 12# 74 2% | 134% | 13% 7k 13 5}
18 10% | 113 64 1% 112 | 11% 7 2%; | 124 123 Vas 3 12% 134 74 1+ 545
13 104 | 102 645 13 114 | 114 62 24 114 | 124 1% } 124 | 12# 7 13 45
1% 104 | 103 6+ 1% 10g | 114 64 2 1145 | 113 6 2% | 12 124 62 13 43
13 92 | 943 5% 13 104 | 102 64; 14} 11 113 64 2k 113 | 112 64 15 45
13 93) OF 53 1% 104 | 103 645 1; 10-8 | 102 6% 2 113 114 64 1} 43
1k 9 9% 53 13 92} Ob Sz 1438 | 104 103 6% 1438 | 1034 | 10% 6 13 44;
1% 83 88 5+ 1% 931 OF 53 13 3 918 $4 1� 10} 103 53 1} 4
1g 8i | 8%] 48 | 9 9% | 53 13 i | 9% | Ste] 12 94 | 9 | 53 1g 3
le 7g | 8%} 42 lie 83 | 88 | Sie | 1% � 9 Si | 14 3 93 St In | 3i8
14 7k | 7H] 446 13 81 | 84 48 13 835 88 54 13 8% 9+ 5 1 34
1 ts 73 | 74 4} lis 7� | 8ie | 42 ly | 8% | 8% | 48 1% | 8% tf | 4 B | 3i%
1} 6� | 6% 4% | 1) 7h] 7H| 43 13 73 7� 43 ly| 8 8 | 43 $ 35
lds 63 | 6% 3 | lis 7g | 7 4} IZ Tis | Tis | 48 1g Tt | 7H | 44 g3
1 6 64 33 14 63 | 64 34 13% 63 6% 4h 14; 7h + 4
B 243
B 33 | 5% 33 I 6 63 33 15 6y | Or | 3% I} 65 i 3� i 23
$T 4S4t1 | 4532| 23%8 1g 8 S5t3] | 5S3z 333% 1lis | 5S43i | S6ie | 3333 l1y}e | S61i | 565% | 333 3 | 22t%
iUy 4434)) 44%% || 223 i# 444;) | 44%8 || 228% �#;) 4S%t]s | 452% 235% 1g 453] 5Sw | 23} t3e 2133
g 3] 38 1 24 tt 44) 4% | 23 i 4} 4%| 2% Ho] 4a | 44 24 3 13
Si&$)s] 23383]| 233&%H]] 21183]| $&#&]| 3338g]] 333684]] 221.788 | 4&BY]| 238388]] 333m8] | 221Hh4]] &i|| 43384]| 4338i]]e 2212 7 3Fffom] LR1R}e
* Cols. C and F--Tolerance allowed PLUS or MINUS 0-10 diameter of the common or enlarged links.
t All Dimensions are after statutory proof load has been applied.
TO ANCHOR eR > TO WINDLASSae
Common Links. <E--n--l--a_r--g--ed�= Link. Joining KShackle.>|| kxEntargeEde ---Li-n--k--.~ Common Links.
-O-M
T> x w < Vv " U L T |
ANCHOR CABLES
BOLT TYPE JOINING SHACKLES, SHACKLE BOLTS AND PINS
� SHACKLE BOLT SHACKLE ASSEMBLY PITCHES COMMON
oO P Q R d 10 caret inks Ss T U Vv w x A
o1Tnaipndei1ra6. Llinks,thendlinks1a.agnedd Min. Minin pipti ch Min. Min. Min. :
shackle
in. cpioltmicnhmksoonf| |ecnollmaitmnrookgne|d{| shpaitctokchle | sphfiartcockmhle enpfliriatnrocgkmhed| Dmiaatmeorefitaelr
4 min max. min max.
in in. in, in 4 ft. in. | ft. in. | ft. in. | ft. in. in, in. in, in. in. in,
3 2% | 281 8 6818 9% 14 7HI4 924 198 20% | 193 20%; | 195 2%
38 3 � t 8 32/8 6 | 4 2/4 8} 19 1942 | 1848 | 20% | 184 23
3% | 2% 3 $ 8 14/8 44/4 4] 4 648] 184 1935 | 183 193 184 24;
33 24 2H | 4 7 103 ;8 1314 814 S8] 18 1848 | 178 | 194 | 173% 24
34 Qi 3 + 4 7 #7$)7 11 14 $14 32) 178 18% | 173 183 174 2%
g | 2 | 28] 4 4 7 St17 8814 O84 28] 17 174% | 17 184 | 164 | 24
34% | 2%] 2b | � 4 7 28/7 5Sh13 114]/4 oO] 164 | 17% | 16%] 174 | 16 24
3% 2 4 4 $ 7 O {7 2413 Of} 3 1048) 16 163 164; 162 15; 2
| 18] 28 | 4 j 6 9816 118/3 813 OB] 154 | 16h | 158 | 16%| 158 143
3 1k 1| 4 4 6 616 91/3 613 8 | 15 158 | 15 153 | 142 13
Z 18) 23) #% 5 6 4416 63|3 5/3 63] 144 15% 144 153; | 14: 143
2% | 1% 24 ts 8 6 14/6 4 |3 3213 Shy 14 142 1348 | 144] 13% 13
2H] In] 2 * 3 5 10/6 1$/3 23|3 34) 132 | 142 | 13% | 144 ] 138 1%
22 | 18 | 18 | & 3 5 8:/5 1081/3 14/3 281 13 138 | 13 133 | 12% 13
23 1% 13 $s 3 5 S�|[5 7$]2 116] 3 O48) 125 13} 124 134 123 13
2 13 | 1 ca 3 5 3 5 42 ;2 10%; 2 112 12 123 12 12% 11� 13
26] 16] a| 3 5 O8/5 22/2 Ov; 2 OFf 11g | 12t | ite | 128% | 118 1%
2%] 18 | 18 | 3 3 4 92/14 1118/2 7�]2 88] 11 118 | itd | 1148 | 103 13
24 14 1% $s + 4 7/4 9 |2 68 [2 7E] 104 112. 103 11} 103 145
2 1} 1� t 4 4 4414 3/2 4612 58) 10 103 98 1074 9% 1}
13 | 1%] le] � i 4 14/4 36/2 38/2 48] 94 | 104 9% | 10%] 9 1%
14] 1k 13 3 4 3 114 }4 OF} 2 2b; 2 22 9 93 8B 9H 8% It
1%] te | aod t 4 3 8813 9/2 12/2 4h 4 94 84 94 82 14
1g | 1 13 | 4 } 36 13 74/1 108/}1 113] 8 &| 8 83 7H 1
1il4 �B]w] iiba|l?4 t} 133 0388/)33 42�8)11 O sa8l1i 9e2t]] 772 | 7ge4l| o74h G7 PL a1e%] #8
1�|/ Bl 1 4 + 2 108 }2 10/1 68f1 7 6} 68 | 64 6B | 6%
#
111 } i+h g#8 aTCs +t 22 476)/22 S8)d]11 4Sill1 4588 564 56444 6s% t | 56438 55448 3#
3 $ tk $ 2 2$);2 2/1 2;1 28 5 54 5 53
48 2
e)ZZz Py&9 | o#e}l ae1] }b1o fio fi of} 1 1158]2of; ah) ae) ta&li18] 4a3] a4g]] 4a3e] 4ab] 4SzH f4
4 ie 4 a 4 { 63 ]1 #7 103 104 34 3i 34 3% 34% 5
+ Cols. I and L--Tolerance allowed PLUS 0:15 diameter of the end links or shackles.
� The axis of all shackles shall be parallel to the axis of the cable holder shaft.
` <TOA ANCHOR ee > . .TO WINDLASS
STEEL STUD LINK
t DIMENSiG::s OF ~"OMMON LINKS, ENLARGED LINKS, END LINKS,
COMMON LINKS ENLARGED LINKS END LINKS BOLT TYPE JOINING SHACKLE
A B Cc D E F G H I J K LMN
NDioinmaal.- Length overali WMied*atnh| Dmieta. e-r Length overall | Wmied*atnh| Dmietae-r Length overail |WTiMdtint.h| Dmietae-r Lmeinng.t|h ovmearxal.l|Wimditnt.h Wshieadocyftkelhe
min. | max. } min. | max, min. | max.
i55n}3.+ | 233m0098.2 | 3331i00n3.%, || 111i8.8n;.85 i555n3%.% | 333i211n.%4|| 333i221n84.8 i111n787.23] | i333n.33% | 1i1122n2}3.%
i44n}3.6 i222n766.%1�||| 222i776n3}%. 111i656n3.% i44 4n}.# i222n888,4%4||| 222i998n3.443||| 111i677n%34.%
54&%||| 23390082%||| 33310048%| 11177613 | 33338%||| �1111213g
4445% || 222555%44 ||| 222665442 ||| 11155538%| 433% | 222777%%||| 22288733%| 1116663%%| 554#|| 222988h%4|||2229893%%||| 1117778%%| |
444ha|| 22m4449�||| 2224544888 || 111144428% | 4494s%||| 222665814||| 222676,44 ||| 1116553%|| 444444g] || 222777)7% ||| 222887%%||| 1116616%8||| S53i5}e|7| 222889%%%||| 222999%%|| 111666Fk]]| 33&3%41|| 1U118K%
|
222544482 ||| 22254584%||| 111544x%g]| 4�4a8 ||| 22265688%||| 2227668h%||| 111S563m8||| 4S4Sak8||| 22287)7k%||| 22B87r88e||| 1II5SS8P]]) 3334a%|| 111004%
3331%2|| 22232386:] | 1222433q%%||| 111433a2%]|| 4444&%||| 22234348 ||| 22243488a|| 11114348mK||| 44483x||| 22244588%||| 22255�53%||| 1115548d8 ||| 44444%88||| 22256628% ||| 222676E%%||| 111544]3e)| 23248 | 1110008}%
33a3r ||| 222221183||| 222223:2%||| 111333hhh||| 434338|| 2222222k4||| 22232y386||| 1113332h4 || 44y4ys|| 22123438)a||| 2224348h||| 11144488h ||| 4448h%||| 2224548a||| 2225458%H||| M1134a8)] 2228%H|| 1O908F
333��a%||| 222110g3||| 222111g4g ||| 1112228�% || 334%48||| 22211188||| 222211hek ||| 1112238ex|| 44za||| 22212244888||| 22232248,%||| 11133383% || 4481a||| 222433)446||| 222434i%e] | 11133338 | 2283n|| 994}%
3333�1,||| 2110995:2] || 22100934%||| 11a2t18e||| 33348%||| 221009844||| 22201038%||| 1112218k48||| 3334%48||| 2221008H8||| 22211144s8|||] 11123288%||| 4448a||| 22222k%H||| 2222328k%||| 1Z1222e8] 22223%||| 8883%8
333�a4 ||| 1i18s99t ||| s119o8%m4||| a1111tkk || 3338%%||| 111988432 ||| 1118994%%8||| 11111133 338445||| 21109944%8||| 221090}4%8||| 11112244%8 || 334&8||| 22201064%||| 2221102428 11121134 || 22233%| 888%4%
223 % 8 11187784||| 111788%%4||| 11100038%| 33i%ds
B33%ae||| 111988k% || 1119883438 | rI1ei1ea | 777%hh
s8H|| 1116664%s |||] 111766},3 | | 19903%a|| 2342g8 || 11187784||| 1117888%s ||| 111000g4%8||| 333}45 | 111767%2%|| 11177&}%4 || 1110004iis 34% ||| 2110998% || 21109938% || 1J11O3R]] 2223%8)| Ti7ii
4z& 11155533||[| 1115563?3 999}% | 222%H|| 111666%4%||| 1117662%3 | 19093% %| 11100035 || 2223%|
334%
3334%% ||| 1117883}% ||| 111988%%|
links.
* Cols. C and F.--T+olAelrladnicmeeanlslioownesdarPeLaUfSterorstMatIuNtoUrySp0r-o1o0fdlioaamdethears of the common or enlarged
been applied.
aTO -eEr<nnA--le Na--rC--ge HedO�=r RL, ink. p<Joining KShackle. p<E--n--l--a--r-ge��d --L--i--n>k.]>> TO WINDLASS
Common Links. Common Links.
S
ANGHOR CABLES
BOLT TYPE JOINING SHACKLES, SHACKLE BOLTS AND PINS
� SHACKLE BOLT SHACKLE ASSEMBLY . PITCHES COMMON
oO P Q R d Ss T U Vv WwW x A
in. iVainpe1r6 Length over Length over enlarged Min pitch Mi Diaameet er
1�& 10 common links links, eshnadckllienks and pMiticah.of
7k on dia. |cformmoomn| pe itecnh matoerr.ia 1
7 in. min. max. min. max. colmimnkos n pMiitnc.h | pMiitnc.h in.
1 enlatroged enalarrgeeed 4
% ink shtacokle | shfarcokmle m.
63 1 10. 35% 4%
6h in in. in i ft. in, | ft. om. ] tt. in. pt. in. in. 37% in. in. 43
5 53 i BS 9] 16 348 6818 98) 35 37% 36 3733 354
3 35% 354 373 34h
63 44 5% 3 15 3} 16 O83} 8 53/8 84] 353 3448 368
43 5} 3 15 HI5 wy] 8 3218 i 35
+
6% 43 5% tt i 15 sp tS 73) 8 2%) 8 SRL 3H 35% 3445 36} 344 4%
64 4} 5h
+ i 14 103, 15 378 14/8 423] 34 35% 334 352 33% 4}
6 4% 5
4 � 3 14 a} IS) | 23) 7 Ute | 8 2Bl 333 334 334 353 334 43,
S# 4} 4 % � 14 14 107} 7 103 | 8 1} 33 34% 328 3478 3244 4}
5 44 43 % 4 14 2]14 8317 9 7 1B] 324 344, 32% 344 324 44
4 4R 3 a 14 07; 14 217 68/7 10 32 33} 32 33% 312 4.
5h
343 43 3 i 13 3} 14 3/7 S&i7 88&l 318 323 313 322 314 3#
5+ 33 43 3 5 13 3) 14 317 48/7 68] 31 32} 31 *& 324 303 3%
Se
38 4% 3 & 13) 44) 13) 93] 7) 22 | 7) �58 304 312 304 32 30} 343
&
33 4} 3 } 3. 1B 417 7 48] 30 314 29k 31% 293 33
4 3 43 3 3 12 10%} 13 a7) 6O%] 7) �2H �6292 303 294 30# 29} 3�
4h 33 43 3 } 2 8} 13) �13,6 108 ]7 1 29 30} 28 30% 283 33
4h
3 4} 3 } 12 53] 12 103) 6 3/7 0. 284 293 284 30 28} 3%
- 3h 44% 3 2 31712 816 31/6 103 28 29} 273 33
3� 2 27% 29
43 4} 3
3 z 12 3] 12 316 6816 8% 274 283 27} 2818 273 3%
45 33 4; iz 3 It 9% 12 216 ee) 6 7k 27 281 27 2845 26} 33
3 26% 275 26} 34
4% 3% 4 & 1 as} ll 113} 6 | �632] 6 53 263 .| 272
4; 3}
4 3% is 3 Il 111 s]6 25/6 4} 26 27} 26 21% 253 3}
3% | 348 |] & } Wo og] H6 WI16 3h) 253 263 254 27 25} 34
3} 33 � 2 10 1 IE 335 Fig] 6)
2 10s 83) At Pr] 5 �|]6 oPaBt 25 26} 2448 26% 243 3}
34 3H tz Og} 241 252 243 25% 24} 34
3 33 * 2 10 6/10 103}5 8/5 108] 24 2428 238 25ds 23 8 3
22 2 24% 234 24% 23 *& 2
2% 33 *& 2 10 33] 10 = 72}5 1/5 9 234
3�
& 10 #1 10 5 4,5 7 23 23# 23 244 22# 23
28 33 oe 2 9 103) 10 ti) 5 44/5 6%] 224 23% 223 . 23% 22 *& 2}
:
2 3% & 3 9 73 9 TS 215 4p] 22 22# 22 23% 21# 2?
224 213 22% 214 2
2h 3} = 9 437 9 835 18) 5 324] 214
2 3} & 2 9 29 615 wi 5 | 64G 21 218 214; 224 20 8 23
z 33/4
% 34 & 2 8 113} 9 108] 5 ; 204 21% 20% 21% 20 *& 2%
z14 9214 HI 20 2043 19% 216 198 24
4 3 } 89 9
t Cols. I and L--Tolerance allowed PLUS 0.15 diameter of the end links or shackles.
� The axis of all shackles shall be parallel to the axis of the cable holder shaft.
ee TO ANCHOR cece > TO WIiNDLASS
}<--_----84 -
DETAILS OF CHAIN LINKS
AND ATTACHMENTS
D=nominal diameter of chain Enlarged link = EL End link =E
Common link = C
6. 75D
Gaye N ft ED T,`, f7 t
Z] Pi yi
v SS .t "> A 4
Joining shackle = J�S Anchor shackle (type D) = A�S
Swivel = SW Anchor swivel shackle = A:SW:S(a)
\
COUPLING IN THE CHAIN LOCKER
A. Kenter shackle type
TYPE
AQ
A10
A111
Al2
A13
B. "D'' Joining shackle type
B9
B10
COUPLING TO THE ANCHOR
B. "D" Joining shackle type
TYPE
A-S E EL SW EL EL E J-S
A:S E SW EL
E sw EL
A-SW:-S (a) EL
B7
A-SW-S(b)
COUPLING TO THE ANCHOR
A. Kenter shackle type
TYPE
Al
A2
A4
A5
A6
A7
A8 Er 3 n> e> :
&> W.J. KEATING LIMITED
S
PROPORTIONS OF A BLAKE STOPPER
8. | 7- COMMON 45 LINKS OF -TS NOMINAL PROP(OORRTNIOUNMMER SPECINED)
3* in
&
ASSEMBLY OF A SCREW STOPPER
SWIVEL PIECE FOR USE WITH LUGGED SHACKLES AS
REQUIRED FOR STANDARD MOORING EQUIPMENT
ENLARGED . SWIVEL. PIECE ENO LINK,
ENO LINK ENLARGED LINK
r
- SHACKLE SECURING TO BUOY
NOTE: Dimensions shown in table are inches
Dimensions shown in sketch are nominal multipliers of
chain cable diameter.
K-4030 ay
o
ry
45�HEADON BOLT &
"\ eeerm GM=a~ 4 FO diw*gn NOMINAL DEPTHA.
(Cp-------- 5 Yer f --s Fla size orcaace |wiotH A |
ett 7 3"| '= =n!|. c~a m"
� ABAOBvOeV2E4duPT2O/24%"4| B8 a14�
oO 0-24 "TT RE a ee i AS
TTS Ta
off CJ Lh OF . RWTen=�� WVeell 45%%"
CHAIN TO PREVENT ors. A �{073
I'd BELOW 3h
COMPLETE WITEDRAWAL
_OFBOLT._
ANCHOR RSEHQAUCIKRLEEDFFOORRMSOTOARNIDNAGRDPEMNODOARNITN&G BRIDLE CHAINS
AS EQUIPMENT
K-4031
.a ' P "7Y
1! _t
S A
,
2-875 | 1-4
----rh
~
EQUIPMENT TABLES Metric Units
Equipment Number Equipment Letter Stud Liirok Chaiin Cables for Bowenr s toc"kAlenscshoBrower
Diameter
Exceed. | NOt TLoetnaglht | Mild | SPEC. 3 | SEpxetcriaal | Number) Weight
3 Exceed- NK LR AB NV BV Steel Steal Y | Quality
per
ing ing (Grade 1) (Grade 2) Steel
a (Grade 3)
metres mm mm mm kg
50 70 Al A U1 -- _ 220 14 12.5 -- 2 180
70 90 A2 16
90 110 A3 B U2 -- _ 220 17.5 14 - 2 240
110 130 A4 Cc U3 _ - 247.5 19 16 _ 2 300
130 150 AS D U4 -- _ 247.5 20.5 17.5 -- 2 360
E Us -- - 275 17.5 -- 2 420
150 175 B1
175 205 B2 F U6 -- - 275 22 19 -- 2 480
205 240 B3 G U7 _ -- 302.5 24 20.5 _ 2 570
240 280 B4 H U8 - - 302.5 26 22 _ 3 660
280 320 BS | Ug _ _ 330 28 24 - 3 780
J U10 -- -- 357.5 30 26 -- 3 900
320 360 Ci
360 400 C2 K U11 _ _ 357.5 32 28 _ 3 1020
400 450 C3 L U12 -- _ 385 34 .30 _ 3 1140
450 500 C4 M U13 -- _ 385 36 32 -- 3 1290
500 550 cs N U14 _ = 412.5 38 34 _ 3 1440
O U15 - -- 412.5 40 34 -- 3 1590
550 600 D1
600 660 D2 P U16 _ - 440 42 36 - 3 1740
720 D3 Q U17 - 440 44 38 _ 3 1920
660 780 D4 R U18 - -- 440 46 40 _ 3 2100
720 840 DS Ss U19 s _ 467.5 48 42 _ 3 2280
780 T U20 t _ 467.5 50 44 _ 3 2460
910 E1
840 980 E2 U U21 u -- 467.5 52 46 40 3 2640
910 1960 E3 Vv U22 v _ 495 54 48 42 3 2850
980 1140 E4 W U23 w -- 495 56 50. 44 3 3060
1060 1220 E5 Xx U24 x -- 495 58 50 46 3 3300
1140 Y U25 y _ 522.5 60 52 46 3 3540
1300 F1
1220 1390 F2 Zz U26 z -- 522.5 62 54 48 3 3780
1300 1480 F3
1390 1570 F4 At U27 A - 522.5 64 56 50 3 4050
1480 1670 F5
1570 Bt U28 B _ 550 66 58 50 3 4320
1790 G1
1670 1930 G2 Ct U29 Cc _ 550 68 60 52 3 4590
1790 2080 G3
1930 2230 G4 Dt U30 D _ 550 70 62 54 3 4890
2080 2380 G5
2230 Et U31 E -- 577.5 73 64 56 3 5250
2530 H1 Ft U32 F -- 577.5 76 66 58 3 5610
2380 2700 H2 Gt U33 G -- 577.5 78 68 60 3 6000
2530 2870 H3 Ht U34 H -- 605 81 70 62 3 6450
2700 3040 H4 It U35 I -- 605 84 73 64 3 6900
2870 3210 H5
3040 Jt U36 J _ 605 87 76 66 3 7350
3400 J1 Kt U37 K -- 632.5 90 78 68
3210 3600 J2 Lt U38 L _ 92 81 70 3 7800
3400 3800 J3 632.5 95 84 73 3 8300
3600 4000 J4 Mt U39 M -- 632.5 97 84 76 |
3800 4200 J5 Nt U40 N -- 660 100 87 3 8700
4000 4400 K1 102 90 78 3 9300
4200 4600 K2 105 92 78
4400 4800 K3 Ot U41 oO -- 660 107 95 81 3 9900
4600 5000 K4 Pt U42 P -- 660 111 97 84
4800 5200 K5 Qt U43 Q - 687.5 114 100 87 3 ' 10500
5000 117 102 3 11100
5500 L1 Rt U44 R _ 687.5 120 105 87 3 11700
5200 5800 L2 St U45 Ss _ 687.5 122 107 90
5500 6100 L3 124 111 92 3 12300
5800 6500 L4 127 111114 95
6100 6900 L5 Tt U46 T _ 715 130 117 97 3 12900
6500 7400 Ut U47 U 132 120 19070
6900 7900 M1 vt U48 Vv 715 _ 124 102 3 13500
7400 8400 M2. 715 = 127 107
7900 8900 M3 Wt U49 Ww -- 742.5 _ 132 111 3 14100
8400 9400 M4 137 3 14700
8900 10000 MS Xt U50 x - 742.5 _ 142 114 3 15400
9400 10700 N1 _ 147 117
10000 11500 Yt U51 Y _ 742.5 _ 152 122 33 1166190000
10700 12400 Zt U52 Zz _ 742.5 - _ 127
11500 13400 A* U53 _ _ 132
12400 14600 B* U54 A* _ 742.5 -- ~ 132 3 17800
13400 B* -- 137
14600 c* U55 c* _ 742.5 _ 142 3 18800
- 770 ~ 147 3 20000
D* U56 D* -- 770 157 3 21500
E* U57 E* 162
F* U58 F* - 770 3 23000
_ 770
G* US9 G* _ 770 3 24500
3 26000
H* U60 H* 770 3 27500
1* U61 * -- 770 3 29000
U62 770
U63 770 3 31000
3 33000
U64 770 3 35500
U65 770
3 38500
U66 770 3 42000
U67 770 3 46000
Metric Units LLOYD'S REGISTER OF SHIPPING Inch/Pound Units
Chain Grade Minimum weight per Grade Minimumweight per
Diameter
U2 U3 length of 27.5m Chain U2 U3 length of 15 fathoms
mm | Diameter
Proof |Breaking | Proof |Breaking|With Dee] With Lugless| |p.oo� | Breaking) Proof |Breaking|With Dee| With Lugless
Load Load Load Load Shackle} Shackle Inches Load Load Load Load Shackle | Shackle
kg kg kg kg kg kg Tons Tons Tons Tons Cwt Cwt
12.5 6700 9400 9400| 13500 107 105 1/2 6.82 9.55 9.55 13.64 2-1/8 2-1/16
14 8400; 11800; 11800) 16800 130 127 9/16 8.61 12.05 12.05 17.22 2-5/8 2-9/16
16 10900); 15300} 15300; 22000 160 157 5/8 10.60 | 14.83 14.83 | 21.19 3-1/4 3-3/16
11/16 | 12.78
17.5 13000} 18300! 18300] 26100 190 186 3/4 15.17 | 17.90 1790} 25.57 3-5/8 3-9/16
19 15300] 21500 | 21500} 30700) 220 216 21.24 | 21.24) 30.34 4-3/8} 4-5/16
20.5 17800} 24900 | 24900| 35600 252 248 13/16 | 17.75 24.85 24.85 35.50 5-1/8 5-1/16
22 20400; 28600! 28600; 40900 290 286 7/8 20.52 28.73 28.73 41.00 5-7/8 5-3/4
15/16 | 23.49
24 24200) 33900; 33900] 48500 350 345 1 26.65 32.88 | 32.88] 46.97 6-3/4 6-5/8
26 28300} 39700; 39700] 56700 410 405 1-1/8 33.50 | 37.30 37.30 53.30 7-5/8 7-1/2
28 32700} 45800/ 45800) 65500 480 475 46.90 | 46.90/ 67.00 9-3/4 9-5/8
30 37500] 52400! 52400] 74900 550 545 1-3/16 37.25 52.10 | 52.10 74.45 10-7/8 | 10-3/4
32 42500 59400 59 400 84900 620 615 1-1/4 41.15 57.60 57.60 82,25 12 11-7/8
34 47700| 66800) 66800; 95500 700 690 1-5/16 45.20 | 63.30 63.30 | 90.40 13-1/4] 13-1/16
3386 5539320000]] 8724860000)) 7824860000;] 111087000000 878755 787650 11--17//216 5583..5900 | 8751..4950 | 8751..4950|] 110177..8000 1175--17//48|| 1175-11/16
40 65300; 131000 965 950
91400 | 91400; 19/16 63.30 88.60 | 88.60} 126.60 18-3/4 | 18-1/2
42 71700| 143000 1055 1040 1-5/8 68.25 95.50 95.50 | 136.45 20 19-5/8
100000 | 100000; 11--31/34/16 | 8748..1605} | 111107..1700 || 111170..7100] | 115678..2155 | 2243--71//88| | 2242--13//24
4446 7885430000;] 117517000000} 11125600 11123400 1-7/8 89.70 | 125.60 | 125.60 | 179.40 26-5/8 | 26-1/8
111190000000 || 111190000000;;
48 92600] 185000] 1370 1345
130000 | 130000|
5502 110080000000}} 114501000000 || 114501000000}! 220105000000]/ 11468055 11455755 22-1/16 | 110071..5410 || 114520..0500 | | 114520..0500 || 220125..8050 | 3310-7/8|] 2391--31//84
54 116000; 162000 | 162000! 231000! 1725 1690 2-1/8 113.75 | 159.25 | 159.25 | 227.50 |
5586 113224000000|| 117845000000|| 118754000000] 226458000000,! 11895805 11984105 22--35//1166 || 113230..4155; | 118668..8205 | | 116886..2850}] 226460..8350} | 33-3/4| 33
3450-7/8| 3395--11//88
60 141000) 198000 | 198000! 282000] 2125 2075 2-3/8 140.30 | 196.40 | 196.40 | 280.55 | 42-1/4] 41-1/4
62 150000] 210000| 210000; 300000] 2275 2220 2-7/16 | 147.30 | 206.20 | 206.20 | 294.55 | 44-1/2| 43-3/8
666486 111567998000000000])| 222253306000000000|| 222352603000000000;}] 333153977000000000||; 222754953500 222356728055 222---511//182/16 | 111657946...174505 ||| 222341676...842000 ||| 222413766...248000 ||| 333530388...348005 |
455472-1/2| 455503---751///888
70 188000! 263000 , 263000| 376000; 2925 2850 2-3/4 184.40 | 258.20 | 258.20 | 368.85 57-1/8 | 55-5/8
7736 220139000000|! 238057000000 || 238057000000,| 443087000000]; 33148650 33130600 23-7/8 221060..6205 || 238003..3250 || 238003..2305 || 440303..4155 ||
78 230000| 322000 | 322000! 459000| 3640 3535 3-1/16 | 224.95 | 314.90 | 314.90 | 449.85 6628--53//88|| 6660--37//88
81 246000! 345000 | 345000, 492000) 3940 3820 3-3/16 | 242.05 | 338.85 | 338.85 | 484.05;
71-1/4 | 69-1/8
77-3/8|. 75
84 263000| 368000 | 368000| 526000} 4240 4105 3-5/16 | 259.60 | 363.45 | 363.45 | 519.25; 983-5/8/) 81 we
87 323212980980000000000000!}||.444316937304000000000000|||| 444313697403000000000000;;]} 565629106000000000};| 445580578055 444794000555 333---759///81166 || 322790765...726000 ||| 443218748...786555 ||| 443182487...678555) | 556195125...233555} ||.1990060--13//84!) 998637---111///282
657000} 5405 5210
999205 |
3-3/4 324.80 | 454.70 | 454.70 | 649.55 | 106-5/8| 102-3/4
341000] 477000 | 477000| 682000| 5630 5425 3-13/16 | 335.25 | 469.33 | 469.33 | 670.50 | 110-7/8| 106-3/4
97 337630000000)! 550242000000| 552024000000}) 772406000000|/ 56927100 43-15/16 | 335644..3335 || 459160..0156 || 459160..0165 || 770288..6755 || 111260--35//48)|
110020 55794705 111126-1/2
105 393000/ 550000 | 550000 | 785000}; 6580 4-1/8 384.75 | 538.65 | 538.65] 769.50 | 128-5/8|
107 `| 406000} 568000 | 568000] 812000) 6845 6320 4-3/16 | 397.00} 555.77 | 555.77 | 793.95 | 1343/4, 123-1/2
433000| 606000 | 606000} 865000| 7380 6575 129-3/8
111 7080 4-3/8 426.65 | 597.30 | 597.30 | 853.25 | 145-3/8| 139-3/8
111174 447543000000:| 666345000000|| 663654000000] 990478000000]} 78272905 77847750 44--15//82 444689..1900 || 662577..3855 || 662577..3855 || 983996..8200 || 115643-1/8| 114576-5/8
120 495000! 694000| 694000 991000; 8650 8270 4-3/4 492.00 | 688.80 | 688.80 | 984.00 | 172 164-1/2
122 510000| 714000 | 714000 /1019000| 8960 8550 4-13/16 | 501.78 | 702.49 | 702.49 |} 1000.36| 176-5/8| 168-5/8
124 524000] 734000 | 734000 /1048000| 9275 8835 4-7/8 515.73 | 722.03 | 722.03 | 1031.47 | 182-1/8 | 173-1/2
127 546000! 764000 | 764000 |1092000) 9740 9270 5 537.18 | 752.06 | 752.06 | 1074.36 | 191-5/8 182-1/2
130 568000; 795000 | 795000 |1136000) 10210 9710 5-1/8 558.87 | 782.42 | 782.42 | 1117.74 |. 201-3/8 | 191-1/2
113327 652803000000!| 881668000000|| 886186000000/1/2141605000000}| 1101534200 || 1100075005 55--33//816 | 651703..3435 || 880524..8436 || 885042..4863||11124260..9616|| 222027-3/8| 211916--11//28
114472 665987000000}| 997251000000|| 997251000000 |111331963000000|| 1122191500 || 1112530000 55--39//416 | 664875..7656 || 990569..8953 || 990569..8953|| 11239751..5314|| 225337--73//88|| 222451-1/2
152 736000|1030000 |1030000 |1471000} 13890 | 13200 6 724.00 |1013.61 [1013.61 | 1448.01 | 274-1/8| 260-1/2
~ r
Moorfast or Offdrill Bow Safety Shackle Flounder Plate
Anchor or Screw Pin
US, x
via Anchor Joining LinkRound Pin Shackle? Cast or Concrete Sinker
Chain Connecting _-- Welded Stud Link or Wire Rope
Link ORQ Chain
Mushroom Anchor Pick-up Buoy
Polypropylene Hawser Swivel Shackle
Quick Release Hook
Frey pe Safety Shackle
BoShwaScakfleety | Gee DCOCCOGSUECOTES
Welded St| ud Link
x Chain
Bow Safety
Shackle
Bow Safety Shackle Wire Rope
Wire Rope Pennant Link
Bow Safety Shackle
Pe ea ma t L aeel G`aAhaoNae Seles = :
`
S\ f:are Ne as Se e: t Ll 5 To eeJl
f a Ne nell ee
--
aa a
My sP e AT
--[y3555 KS] Pelican Hook or Chain Stopper
SEE ge
: > oe
Ty te
Swivel -- Chain Con
ee Anchor JoiningLink ee ee Welded Stud Link
Teast ee Chain
Or
Stockiess, Snug Stowing'
Lightweight or Danforth Anchor
Q ~\ Flounder Pilate
Bow Safety Shackle
or Screw Pin
&
Welded Stud Link Wire Rope
(ORQ) Chain
- Hinge Link
J-Chain Chaser Anchor
Anchor Joining Link Swivel
dij Chain Connecting Link
SS) \ Shackle Round Pin Chain
CHAIN LINK LINK LENGTH OIL RIG QUALITY SPECIAL QUALITY EXTRA STRENGTH
SIZE LENGTH WIDTH OVER (AP})
1 A B SIX PROOF BREAK PROOF BREAK PROOF BREAK
_ 1-1/8 LINKS TEST TEST TEST TEST TEST TEST
6 3-9/16 POUNDS POUNDS POUNDS POUNDS
1-1/4 6-3/4 4 c POUNDS| POUNDS|
1-3/8
1-1/2 7-1/2 4-1/2 26 85,000 128,000 84,000 129,000 130,000 180,600
1-5/8 8-1/4 4-15/16 29-1/4
1-3/4 9 5-3/8 107,000 162,000 106,000 161,000 164,300 225,400
1-7/8 9-3/4 5-7/8 32-1/2
2 10-1/2 6-5/16 132,000 198,000 130,000 198,000 201,500 277,200
2-1/16 11-1/4 6-3/4 35-3/4
12 7-3/16 39 158,000 238,000 157,000 235,000 243,300 329,000
2-1/8 12-3/8 7-7/16 42-1/4
187,000 282,000 185,000 280,000 286,700 392,000
2-3/16 12-3/4 7-5/8 45-1/2
2-1/4 48-3/4 218,000 329,000 216,000 325,000 334,800 455,000
2-5/16 13-1/8 7-7/8 52
2-3/8 13-1/2 8-1/8 53-5/8 251,000 379,000 249 ,000 380,000 385,900 532,000
13-7/8 8-5/16
2-7/16 14-1/4 8-9/16 55-1/4 287,000 432,000 285,000 432,000 441,700 604,800
2-1/2
2-9/16 14-5/8 8-3/4 56-7/8 324,000 489 000 322,000 488,000 499,000 683,000
16 9 58-1/2
2-5/8 15-3/8 9-1/4 60- 1/8 344,000 518,000 342,000 518,000 530,000 725,000
2-11/16 61-3/4
2-3/4 15-3/4 9-7/16 364,000 548,000 362,000 548,000 561,000 767,000
2-13/16 16-1/8 9-11/16 63-3/8
2-7/8 16-1/2 9-7/8 65 384,000 579,000 382,500 579,100 592,800 810,700
2-15/16 16-7/8 10-1/8 66-5/8
3 17-1/4 10-3/8 | 405,000 611,000 403,000 610,000 624,600 854,000
3-1/16 17-5/8 10-9/16 68-1/4
3-1/8 18 10-13/16 69-7/8 427,000 643,000 425,000 642,500 658,700 899,500 |
3-3/16 18-3/8 11 71-1/2
3-1/4 18-3/4 11-1/4 73-1/8 449 000 676,000 447,000 675,000 692,000 945,000
19-1/8 11-1/2 74-3/4
3-5/16 19-1/2 11-11/16 76-3/8 471,000 710,000 469 ,500 709,500 727,700 993,000
3-3/8 78 494,000 744,000 492,000 744,000
3-7/16 19-7/8 11-15/16 79-5/8 762,000 | 1,041,600
3-1/2 20-1/4 12-1/8 81-1/4
20-5/8 12-3/8 82-7/8 517,000 780,000 516,000 778,500 799,800 | 1,090,000
3-5/8 21 12-5/8 84-1/2
3-3/4 541,000 815,000 540,000 813,000 837,000 | 1,138,000 |
3-7/8 21-3/4 12-15/16 86-1/8
4 22-1/2 13-3/8 87-3/4 565,000 852,000 565,000 849,000 875,700 | 1,188,000
23-1/4 89-3/8
24 14 91 590,000 889,000 590,000 885,000 914,000 | 1,239,000 |
14-3/8
94-1/4 615,000 927,000 615,000 925,000 953,000 | 1,295,000
97-1/2
100-3/4 640,000 965,000 640,600 965,000 992,000 | 1,351,000
666,000 | 1,004,000 666,500 | 1,005,000 | 1,032,000 | 1,407,000
693,000 |. 1,044,000 693,000 | 1,045,000 | 1,067,000 | 1,452,000
719,000 | 1,084,000 720,500 | 1,086,500 j 1,109,000; 1,510,000
747,000 | 1,125,000 748,000 |} 1,128,000 | 1,152,000 | 1,567,900
774,000 | 1,167,000 776,050 | 1,169,000 j 1,195,000 | 1,624,900
802,000 | 1,209,000 804,100 -- 1,210,000 | 1,238,000 | 1,681,900
830,000 | 1,251,000 833,150 f 1,253,000 | 1,283,000 | 1,741,000
859,000 {| 1,295,000 862,200 | 1,296,000 | 1,327,700 |] 1,801,600
888,000 | 1,339,000 892,100 | 1,339,550 | 1,373,800 | 1,861,900
918,000 | 1,383,000 922,000| 1,383,100 | 1,419,800 | 1,922,000 -
977,000 } 1,473,000 1,021,000 1,566,000 1,572,000 [ 2,176,700 |
1,039,000 | 1,566,060] 1,120,000 | 1,750,000-}� 1;724,000 | 2,432,000
1,101,000 | 1,660,000 1,205,000 | 1,863,000 | 1,855,000 | 2,589,000
1,165,000| 1,756,000 1,298,000 | 1,996,500| 1,998,900| 2,775,000
To supply the need of the Offshore Oil Industry, Hamanaka offers length of chain or with every heat of bar material. Three links are
Oi! Rig Quality, Special Quality and Extra Strength flash welded subjected to ultimate break toad and one link is used to supply
chain. Chain can be made in continuous lengths omitting the need certified test specimens. These specimens are charpy impact, me
chanical property and photomicrographic; the specimens are taken
for chain connecting links. opposite link weld at the 2/3R position.
Material -- Fine grain alloy steel is used to develop optimum me- Inspection -- All testing and inspection is certified by regulating
testing agencies.
chanical properties and superior proof and break loads.
Prior to painting, all chain is visually inspected for surface defects
Heat Treatment -- All chain is heat treated to refine welding and by qualified personnel and by customer's representative, if desired.
minimize any presence of Widmanstatten structure.
Ultrasonic inspection of chain can be conducted per customer's
Studs -- The forged stud is pressed into the link and secured by
welding all around one end opposite the link weld. request.
Test Specimens -- Four extra links are manufactured with every
KEATING LIMITED
CHAIN STOPPERS
SWL SWL K-4045
35T 50T K-4046
K-4045 K-4046
062-0037 062-0028
SECURING NUT
Castellated: for ease of placement and removal by one man.
Contoured: to avoid wire rope damage on winch drums.
SHACKLE BODY
With optimum curvature to accommodate thimbles and
avoid thimble collapse. Note Bolt Spacer (BS) with same
function.
DIMENSIONS IN MILLIMETRES
D d WwW Ww L
130 57 | 292 114 | 442 195 174 74
CHAIN CONNECTING LINK
os
d= 15d R nominal dia . of common link6d= 165d
2= k=
w= 406d t=118d + = 065d
p=
4d s = 115d
\ K-4048 Part No.
062-0019