FORD WE 505-2016 WELD NUT C HEXAGON FLANGE C PROOF LOAD 10 CAPABILITY CATEGORY 250 020.pdf

1、 WORLDWIDE FASTENER STANDARD WE 505 2016 04 13 Printed copies are uncontrolled Copyright 2010, Ford Global Technologies, LLC Page 1 of 2 Revision: 2016 04 13 Corrected Db dimension in Table for M14 WELD NUT HEXAGON FLANGE PROOF LOAD 10 CAPABILITY CATEGORY 250.020 FOREWORD: This standard was released

2、 originally to cover hexagon flange weld nuts capable of withstanding the proof load equivalent to a property class 10. Two styles of weld projections are included, elongated and round: Elongated projections are suitable for welding to relatively thin steel with and without light duty coatings. Roun

3、d projections are intended for welding to relatively thicker steel and steels with heavy duty coatings such as 60G60GHD. Before selecting the projection type Engineering should consult with the welding experts in Manufacturing to ensure that the correct projection shape is specified to meet material

4、 and welding equipment capability. The different projection types are available in a threaded version and an un-threaded version with a hole size suitable to accept thread forming screws. The design of these nuts is similar to nuts manufactured in accordance with ISO/FDIS 21670. FIGURE 1 Forming con

5、tour at least 15 Forming contour r1 b c r2 dc c db dd de g s e h f r = 0.5 max 45 +/- 390-120 da WORLDWIDE FASTENER STANDARD WE 505 2016 04 13 Printed copies are uncontrolled Copyright 2010, Ford Global Technologies, LLC Page 2 of 2 Revision: 2016 04 13 Corrected Db dimension in Table for M14 WELD N

6、UT HEXAGON FLANGE PROOF LOAD 10 CAPABILITY Nominal Size M5 M6 M8 M10 M12 M14 Pitch (Threaded) 0.8 1 1.25 1.5 1.75 2.0 Hole size (Unthreaded) +/- 0.05 4.65 5.5 7.35 9.3 11.2 13.2 b + 0.0 0.2 2.2 2.7 2.7 2.95 3.2 3.45 c +/- 0.1 0.8 0.8 1.0 1.2 1.2 1.2 da max. 6.0 7.0 9.5 11.5 14.0 16.0 db +/- 0.2 10.9

7、 13.2 17.2 21.2 24.5 27.5 dc + 0.0 1.0 15.5 18.5 22.5 26.5 30.5 33.5 dd min. 3.3 4.0 4.0 4.0 4.7 4.7 max. 3.6 4.3 4.3 4.3 5.0 5.0 de min. 1.5 1.9 1.9 1.9 2.2 2.2 max. 1.8 2.2 2.2 2.2 2.5 2.5 e min 8.2 10.6 13.6 16.9 19.4 22.4 f +/- 0.25 1.7 2.0 2.5 3.0 3.0 4.0 g +/- 0.1 4.0 5.0 6.0 7.0 8.0 8.0 h min

8、. 4.7 6.64 9.64 12.57 14.57 16.16 max. 5.0 7.0 10.0 13.0 15.0 17.0 s h14 8.0 10.0 13.0 16.0 18.0 21.0 r1 +/- 0.1 0.6 0.6 0.8 1.0 1.0 1.0 r2 +/- 0.1 0.3 0.5 0.8 1.0 1.2 1.2 Recommended Panel Hole Dia. min. 6.0 7.5 9.5 12.5 14.5 16.5 max. 6.3 7.8 9.8 12.8 14.8 16.8 ELONGATED PROJECTIONS Recommended Me

9、tal Thickness max. LCS Bare 0.8 1.5 1.5 1.5 2.0 2.0 HSLA & Coated 0.8 1.0 1.0 1.0 1.5 1.5 PART NUMBER THREADED W520750 W520751 W520752 W520753 W520754 W520755 PART NUMBER UNTHREADED W520760 W520761 W520762 W520763 W520764 W520765 ROUND PROJECTIONS Recommended Metal Thickness max. LCS Bare 1.0 2.3 2.

10、3 2.3 2.5 2.5 HSLA & Coated 0.8 2.0 2.0 2.0 2.2 2.2 PART NUMBER THREADED W520770 W520771 W520772 W520773 W520774 W520775 PART NUMBER UNTHREADED W520780 W520781 W520782 W520783 W520784 W520785 Projections must be coplanar within 0.13mm Material & Performance: WE 960 Property Class equivalent to 10. N

11、ote these nuts may not meet all of the requirements of property class 10 but shall meet the proof load requirements. Unthreaded weld nuts shall have a maximum hardness of 250 HV General Specifications: WE 900 Finish: WX 100 Example Description: W520750 NUT WELD M5 HF 10 W520780 NUT WELD 5MM HF THDLS 10