Yellow Point. Catalog No YP.2

Transcription

1 Yellow Point Catalog No YP.2

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4 T YOKE Yellow Point Series NEVER EXCEED PUBLISHED WORKING LOAD LIIT 4

5 Worldwide Quality Type Approval And Certificate: 5 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

6 Quality Control, Testing, and Detecting during manufacturing YOKE runs a constant and strict production facility with quality control in every manufacturing stage from raw materials to the completed product. YOKE is an ISO 9001 certified company and has Type Approval by the major international authorities from Deutsche Gesetzliche Unfallversicherung (DGUV), ABS, API, and DNV. YOKE has achieved CNLA certification - Chinese National Laboratory Accreditation which ensures a quality research and development (R&D) department and unsurpassed product engineering. agnaflux Crack Detection: All forged components are individually magnaflux detected after heat treatment. Spectrographic Analysis: To assure of the proper metallurgy content of all raw materials. Proof Load Testing: YOKE Yellow Points are proof load qualified to 2.5 times the Load Limit within 1% permanent deformation. Test certificate Complied to EN104 Dynamic Fatigue Testing: Batch samples of YOKE Yellow Points are Dynamic Fatigue Tested to,000 cycles at 1.5 times the Load Limit. Ultimate Breaking Load Testing: Batch samples are tested in a static tensile testing machine until failure. inimum ultimate force equals to the Load Limit times safety factor. Spectrographic Analysis agnaflux Crack Detection Dimension Examination icrographic Analysis Fatigue Cycle Test Tensile Test, Capacity 300 tonnes NEVER EXCEED PUBLISHED WORKING LOAD LIIT 6

7 P12 P14 P16 Safety is our first priority - Quality, Reliability, Innovation - T P18 P P22 P26 P28 P29 P30 7 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

8 Bolt Lifting Points 8

9 8-211 Lifting Point 8-291K / Eye Point Number of legs Load direction K K K K K K K K K K-1 Thread Size 8-291K K unsymm unsymm Thread Size NEVER EXCEED PUBLISHED WORKING LOAD LIIT

10 8-271 Swivel Point Number of legs Load direction Thread Size (0.4) 0.45 (0.6) 0.6 (0.7) 1.3 (1.5) 2 (2.5) 3.5 (4) 5 (6) 8 (10) 13 (13) 14 (16) () (22) (25) 40 (40) 40 (48) 40 (50) (0.8) 0.9 (1.2) 1.2 (1.5) 2.6 (3) 4 (5) 7 (8) 10 (12) 16 () 26 (26) 28 (32) 40 (40) 40 (44) 40 (50) 80 (80) 80 (96) 80 (100) (14) 18.2 (18.2) 19.6 (22.4) 28 (28) 28 (30.8) 28 (35) 56 (56) 56 (67.2) 56 (70) (10) 13 (13) 14 (16) () (22) (25) 40 (40) 40 (48) 40 (50) 2 unsymm (10) 13 (13) 14 (16) () (22) (25) 40 (40) 40 (48) 40 (50) (21) 27.3 (27.3) 29.4 (33.6) 42 (42) 42 (46.2) 42 (52.5) 84 (84) 84 (100) 84 (105) (15) 19.5 (19.5) 21 (24) 30 (30) 30 (33) 30 (37.5) 60 (60) 60 (72) 60 (75) 3-4 unsymm (10) 13 (13) 14 (16) () (22) (25) 40 (40) 40 (48) 40 (50) Thread Size NEVER EXCEED PUBLISHED WORKING LOAD LIIT 10

11 8-231 Anchor Point 8-3 Hoist Ring NEVER EXCEED PUBLISHED WORKING LOAD LIIT

12 SW S 90 Pivot A G B D F H C E 360 Rotation Lifting Point Patent etric Thread (8-211) Repair Kits Torque Load Limit Thread Dimensions (mm) in N.W. Repair tonnes* A B C D E F G H S SW Nm kg Kits x (16) P x (21) P x (24) P x (24) P x (29) P x (31) P x (36) P x (41) P x (48) P x (53) P x (60) P x P x P x (64) P x (75) P211-0 Design Factor 4:1 ** Bolt in GEOET finished on request UNC Thread (8-212) Torque Load Limit Thread Dimensions (inch) in N.W. Repair lbs* TPI A B C D E F G H S SW ft. lbs lbs Kits /2-13UNC (0.94) /16 3/ P /8-11UNC (1.14) /8 15/ P /4-10UNC (1.42) /2 1 1/ P /8-9UNC (1.42) /8 1 5/ P UNC /8 1 1/ P /4-7UNC (2.09) /8 1 7/ P /2-6UNC (2.44) / P /4-5UNC (2.72) / P UNC (3.15) / P212-0 Design Factor 4:1 ** Bolt in GEOET finished on request NEVER EXCEED PUBLISHED WORKING LOAD LIIT 12

13 SW S A G B 90 Pivot D F H C E 360 Rotation Patent Repair Kits Lifting Point Long Bolt etric Thread Torque Load Limit Thread Dimensions (mm) in N.W. Repair tonnes* A B C D E F G H S SW Nm kg Kits /105L x P /105L /125L x P /125L /150L 1 12 x P /150L /185L x P /185L /230L 2.5 x P /230L /265L 4 24 x P /265L /340L 5 30 x P /340L /300L 8 36 x P /300L /350L x P /350L /350L x P /350L /385L 48 x P211-0/385L Design Factor 4:1 ** Bolt in GEOET finished on request 13 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

14 X X X W C D B A E S F Load direction 360 Rotation z X Patent X X Key Eye Point etric Thread (8-291K) -Nominal WLL- Vertical load -straight pull- ()-Values Key Torque Load Limit Thread Dimensions (mm) in N.W. tonnes* A B C D E F S W Nm kg Key x ( z ) 8-291K ( 1) 8 x P291K K ( 1) 10 x P291K K ( 2) 12 x P291K K ( 4) 16 x P291K K ( 6) x P291K K ( 8) 24 x P291K K (12) 30 x P291K K (16) 36 x P291K K (24) 42 x P291K K (32) 48 x P291K K (32) 56 x P291K K (32) 64 x P291K-150 Design Factor 4:1 ** Bolt in GEOET finished on request UNC Thread (8-292K) Torque Load Limit Thread Dimensions (inch) in N.W. lbs* TPI A B C D E F S W ft. lbs lbs Key x ( z ) 8-292K ( 20) 5/16-18UNC P292K K ( 20) 3/8-16UNC P292K K ( 4400) 1/2-13UNC P292K K ( 8800) 5/8-11UNC P292K K (130) 3/4-10UNC P292K K (130) 7/ 8-9UNC P292K K (17600) 1-8UNC P292K K (26400) 1 1/4-7UNC P292K K (350) 1 1/2-6UNC P292K K (52800) 1 3/4-5UNC P292K K (70400) 2-4.5UNC P292K-1 Design Factor 4:1 ** Bolt in GEOET finished on request NEVER EXCEED PUBLISHED WORKING LOAD LIIT 14

15 W C D B A E F 360 Rotation S Load direction z Patent Eye Point etric Thread (8-291) -Nominal WLL- Vertical load -straight pull- ()-Values Repair Kits Torque Load Limit Thread Dimensions (mm) in N.W. Repair tonnes* A B C D E F S W Nm kg Kits x ( z ) ( 1) 8 x P ( 1) 10 x P ( 2) 12 x P ( 4) 16 x P ( 6) x P ( 8) 24 x P (12) 30 x P (16) 36 x P (24) 42 x P (32) 48 x P (32) 56 x P (32) 64 x P Design Factor 4:1 ** Bolt in GEOET finished on request UNC Thread (8-292) Torque Load Limit Thread Dimensions (inch) in N.W. Repair lbs* TPI A B C D E F S W ft. lbs lbs Kits x ( z ) ( 20) 5/16-18UNC P ( 20) 3/8-16UNC P ( 4400) 1/2-13UNC P ( 8800) 5/8-11UNC P (130) 3/4-10UNC P (130) 7/ 8-9UNC P (17600) 1-8UNC P (26400) 1 1/4-7UNC P (350) 1 1/2-6UNC P (52800) 1 3/4-5UNC P (70400) 2-4.5UNC P292-1 Design Factor 4:1 ** Bolt in GEOET finished on request 15 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

16 180 Pivot D A B F C 360 Rotation E K G Ball Bearing Inside Load direction x y z Worst case -Nominal WLL- Ring not adjusted to pull direction anually adjusted -increased WLL- ( )-Values Vertical load -straight pull- [ ]-Values Swivel Point etric Thread (8-271) Torque Load Limit Thread Dimensions (mm) in N.W. tonnes* A B C D E F G K Nm kg x ( y ) [ z ] (0.4) [0.6] 8 x (0.6) [0.9] 10 x (0.7) [1.2] 12 x (1.5) [2.6] 16 x (2.5) [ 4 ] x ( 4 ) [ 7 ] 24 x (6) [10] 30 x (10) [15] 36 x ( 13) [17] 42 x ( 16) [18] 48 x ( ) [25] 52 x ( 22) [28] 56 x ( 25) [28] 64 x ( 40) [50] 72 x ( 48) [50] 80 x ( 50) [50] 90 x Design Factor 4:1 Thread 33, 39, 45, up to 150 are available upon request Tested to meet GS-OA NEVER EXCEED PUBLISHED WORKING LOAD LIIT 16

17 180 Pivot D A B F C 360 Rotation E K G Ball Bearing Inside Load direction x y z Swivel Point Worst case -Nominal WLL- Ring not adjusted to pull direction anually adjusted -increased WLL- ( )-Values Vertical load -straight pull- [ ]-Values UNC Thread (8-272) Torque Load Limit Thread Dimensions (inch) in N.W. lbs* TPI A B C D E F G K ft. lbs lbs x ( y ) [ z ] ( 1550) [ 2650] 1/2-13UNC ( 3300) [ 57] 5/8-11UNC ( 4400) [ 7900] 3/4-10UNC ( 5500) [ 8800] 7/8-9UNC ( 8800) [ 15400] 1-8UNC ( 130) [ 200] 1 1/4-7UNC ( 200) [ 33000] 1 1/2-6UNC ( 28600) [ 37400] 1 3/4-5UNC ( 350) [ 39600] 2-4.5UNC ( 48400) [ 55000] 2 1/4-4.5UNC ( 48400) [ 61600] 2 1/2-4UNC ( 88000) [110000] 3-4UNC (105600) [110000] 3 1/2-4UNC (110000) [110000] 4-4UNC Design Factor 4:1 Thread up to 6" are available upon request Tested to meet GS-OA NEVER EXCEED PUBLISHED WORKING LOAD LIIT

18 SW S 180 Pivot D R F B C H E A G 360 Rotation Anchor Point etric Thread (8-231) Patent Pending Repair Kits UNC Thread (8-232) Load Torque Limit Thread Dimensions (inch) in N.W. Repair lbs* TPI A B C D E F G H R S SW ft. lbs lbs Kits /2-13 UNC /16 3/ P /8-11 UNC /8 15/ P /4-10 UNC /2 1 1/ P /8-9 UNC /8 1 5/ P UNC /8 1 1/ P /4-7 UNC /8 1 7/ P /2-6 UNC / P UNC / P232-0 Design Factor 5:1 Load Torque Limit Thread Dimensions (mm) in N.W. tonnes* A B C D E F G H R S SW Nm kg 5:1 4: x P x P x P x P x P x P x P x P x P x P x P x P x P x P x P * Proof Load is 2.5 times the Load Limit on the 4:1 design factor. ** Bolt in GEOET finished on request ** Bolt in GEOET finished on request Repair Kits NEVER EXCEED PUBLISHED WORKING LOAD LIIT 18

19 SW S 180 Pivot D R F B C H E A G 360 Rotation Patent Pending Anchor Point Long Bolt Repair Kits etric Thread Load Torque Limit Thread Dimensions (mm) in N.W. tonnes* A B C D E F G H R S SW Nm kg 5:1 4: /105L x P /105L /125L x P /125L /150L x P /150L /185L x P231-0/185L /230L x P /230L /265L x P /265L /340L x P /340L /300L x P /300L /350L x P /350L /385L x P231-0/385L * Proof Load is 2.5 times the Load Limit on the 4:1 design factor. ** Bolt in GEOET finished on request Repair Kits 19 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

20 D B F Hoist Ring with Alloy Steel Washer etric Thread (8-3) E G A Torque Load Limit Thread Dimensions (mm) in N.W. tonnes* A B D E F G Nm kg 5 : 1 4 : x x L x x L x x L x x L x x L x x L x x x x x x x * Proof Load is 2.5 times the Load Limit on the 4:1 design factor. ** Bolt in GEOET finished on request Long Bolts are designed for soft metal work piece. UNC thread (8-4) Torque Load Limit Thread in N.W. lbs* TPI A B D E F G ft. lbs lbs /16-18UNC /8-16UNC /2-13UNC L /2-13UNC /8-11UNC L /8-11UNC /4-10UNC L /4-10UNC /4-10UNC L /4-10UNC /8-9UNC L /8-9UNC UNC L UNC /4-7UNC /2-6UNC UNC Design Factor 5:1 Long Bolts are designed for soft metal work piece. ** Bolt in GEOET finished on request NEVER EXCEED PUBLISHED WORKING LOAD LIIT

21 D B F E Hoist Ring with Ball Bearing etric Thread (8-1) G Ball Bearing Inside Patent A Torque Load Limit Thread Dimensions (mm) in N.W. tonnes* A B D E F G Nm kg 5 : 1 4 : x x L x x L x x L x x L x x L x x L x * Proof Load is 2.5 times the Load Limit on the 4:1 design factor. ** Bolt in GEOET finished on request Long Bolts are designed for soft metal work piece. UNC thread (8-2) Torque Load Limit Thread in N.W. lbs* TPI A B D E F G ft. lbs lbs /16-18UNC /8-16UNC /2-13UNC L /2-13UNC /8-11UNC L /8-11UNC /4-10UNC L /4-10UNC /4-10UNC L /4-10UNC /8-9UNC L /8-9UNC UNC L UNC Design Factor 5:1 Long Bolts are designed for soft metal work piece. ** Bolt in GEOET finished on request 21 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

22 R L B K N A D H F Bolt-on Tie Down. Code DAB. Designed with spring, stop at any angle supplied without bolt Load Limit Dimensions (mm) N.W. tonnes* A B D F H K L N R kg T T T Design factor 5:1 Bolts of grade 10.9 & 12.9 are recommended NEVER EXCEED PUBLISHED WORKING LOAD LIIT 22

23 Weld-on Lifting Points 23

24 Economic Point Weld-on Point Weld-on Ring Weld-on Hook Number of legs Load direction T T T T T unsymm unsymm NEVER EXCEED PUBLISHED WORKING LOAD LIIT 24

25 WELDING INSTRUCTIONS The welding should only be carried out by qualified welder according to Standards, e.g. EN 287 or AWS. Support material aterial of the welding block is S355J2+N ( N, St 52-3N, B.S D, AISI 1019 etc.). Prior to welding, the contact areas must be free from impurities, oil, paint, rust, scale, etc., for example by grinding. If the surface is at all corroded, all rust must be completely removed from the weld area. Painted surface must be prepared in the same way. The steel support member must have a carbon content of no more than 0.40%. In ambient temperature of 10ºC and below, pre-heating of the weld area prior to welding must be carried out. Seam welding The welds must be sufficiently strong to take the required loads. Before starting the final weld pass, clean well the root pass to avoid inclusions. The complete welding operation must be carried out continuously so that the parts do not have time to cool. Effects of temperature The complete construction can be annealed stress release at <600 C without reduction of WLL. Do not rapidly cool the weld. A thorough inspection of the weld should be performed. No cracks, pitting, inclusions, notches or undercuts are allowed. If doubt exists, use a suitable NDT method, such as magnetic particle or liquid penetrant to verify. If repair is required, grind out the defect and re-weld using the original qualified procedure. Welding materials Weld materials must have a minimum tensile strength of 70,000 PSI (such as AWS A5.1 E-7018), following the electrode manufacturer s recommendations. Reference information as below: IG arc welding: Wire diameter as per DIN 8559-SG 3, AWS A Important: do not weld in the open air during bad weather 25 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

26 R L K W D Economic Type 180 Pivot H F Economic Point Economic Type without Spring Inside Load Limit Dimensions (mm) N.W. tonnes* D F H K L R W kg ** ** Design factor 5:1 ** Design factor 4:1 NEVER EXCEED PUBLISHED WORKING LOAD LIIT 26

27 R L K W D 180 Pivot H F Stop at Any Angle Weld-on Point. Code DAA. Designed with spring, stop at any angle Load Limit Dimensions (mm) N.W. tonnes* D F H K L R W kg T T T T T Design factor 5:1 27 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

28 B D A C 180 Pivot L 180 Pivot a b E F Weld-on Ring Load Limit Dimensions (mm) N.W. tonnes* A B C D E F L a b kg Design Factor 4:1 NEVER EXCEED PUBLISHED WORKING LOAD LIIT 28

29 A P W H T L F Repair Kits Weld-on Hook Load Limit Dimensions (mm) N.W. Repair tonnes* A F H L P T W kg Kits P P P P P P P P Design factor 5:1 YOKE recommends that the working load limit should be reduced to meet any appropriate legislative requirements, if welding on to an excavator. Please contact your YOKE distributors for further information. 29 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

30 YOKE Insulation Solution YOKE Insulated Swivel is designed for winch protection in overhead crane during welding operations. Heavy hoisting with a strong but lightweight system. Individual swivels & components are 100% proof load tested to a minimum of 2.5 times the working load limit. All Swivels are individually tested during manufacturing to assure 1000 Volts insulating property. Test certificate is packaged with each unit shipped. YOKE Insulated Swivels are designed with ball bearing which performs to fully swivel under Load. Acquired certificate approved by Deutsche Gesetzliche Unfallversicherung (DGUV). NEVER EXCEED PUBLISHED WORKING LOAD LIIT 30

31 A D L 1000 Volts Resistance Insulated Swivels with 2 Half Links For Load Limit Grade 80 Chain Dimensions (mm) N.W. tonnes* mm A D L kg , , Design factor 4:1 proof tested and certified Tested acc. to EN NEVER EXCEED PUBLISHED WORKING LOAD LIIT

32 W t L H T 1000 Volts Resistance Insulated Swivels with Open aster Link & Coupling Self Locking Hook For Load Limit Grade 80 Chain Dimensions (mm) N.W. tonnes* mm H L T W t kg , , Design factor 4:1 proof tested and certified Tested acc. to EN 1677 NEVER EXCEED PUBLISHED WORKING LOAD LIIT 32

33 W t L H T 1000 Volts Resistance Insulated Swivels with Open aster Link & Sling Hook For Load Limit Grade 80 Chain Dimensions (mm) N.W. tonnes* mm H L T W t kg , , Design factor 4:1 proof tested and certified Tested acc. to EN NEVER EXCEED PUBLISHED WORKING LOAD LIIT

34 NOTE NEVER EXCEED PUBLISHED WORKING LOAD LIIT 34

35 Yellow Point 35 NEVER EXCEED PUBLISHED WORKING LOAD LIIT

36 An ISO 9001 Registered Company YOKE products distributed by: YOKE INDUSTRIAL CORP. #39, 33rd Road, Taichung Industrial Park, Taichung 407, TAIWAN Tel: Fax: