1、 WORLDWIDE FASTENER STANDARDWE 505 2010 03 11 Printed copies are uncontrolled Copyright 2010, Ford Global Technologies, LLC Page 1 of 2 Revision: 2010 03 11 Updated: Cat.Mod.; Fig. 1; Example Description WELD NUT HEXAGON FLANGE PROOF LOAD 10 CAPABILITY CATEGORY 250.020 FOREWORD: This standard was re
2、leased 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
3、 Round 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 ma
4、terial 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 Formi
5、ng contour at least 15 Forming contour r1b c r2dccdbdddeg s e h fr = 0.5 max45 +/- 390-120 daWORLDWIDE FASTENER STANDARDWE 505 2010 03 11 Printed copies are uncontrolled Copyright 2010, Ford Global Technologies, LLC Page 2 of 2 Revision: 2010 03 11 Updated: Cat.Mod.; Fig. 1; Example Description WELD
6、 NUT 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 damax. 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 28.5 dc+ 0.0 1.0 15.5 18.5 22.5 26.5 30.5 33.5 min. 3.3 4.0 4.0 4.0 4.7 4.7 ddmax. 3.6 4.3 4.3 4.3 5.0 5.0 min. 1.5 1.9 1.9 1.9 2.2 2.2 demax. 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 min. 4.7
8、 6.64 9.64 12.57 14.57 16.16 h 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 min. 6.0 7.5 9.5 12.5 14.5 16.5 Recommended Panel Hole Dia. max. 6.3 7.8 9.8 12.8 14.8 16.8 ELONGATED PROJECTIONS LCS Bare 0.8 1.5 1.
9、5 1.5 2.0 2.0 Recommended Metal Thickness max. HSLA & Coated 0.8 1.0 1.0 1.0 1.5 1.5 PART NUMBER THREADED W520750 W520751 W520752 W520753 W520754 W520755PART NUMBER UNTHREADED W520760 W520761 W520762 W520763 W520764 W520765ROUND PROJECTIONS LCS Bare 1.0 2.3 2.3 2.3 2.5 2.5 Recommended Metal Thicknes
10、s max. HSLA & Coated 0.8 2.0 2.0 2.0 2.2 2.2 PART NUMBER THREADED W520770 W520771 W520772 W520773 W520774 W520775PART NUMBER UNTHREADED W520780 W520781 W520782 W520783 W520784 W520785Projections must be coplanar within 0.13mm Material & Performance: WE 960 Property Class equivalent to 10. Note 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
