Product Technical Guides : US-EN Cast-In Anchor Channel Fastening Technical Guide | Page 84

1. Anchor Channel Systems 2. HAC Portfolio 3. HAC Applications 4. Design Introduction 5. Base material Table 2.2.19.3 — Channel lip thickness Table 2.2.19.2 — Hilti Serrated Channel Bolts dimensions Channel Bolt Anchor Channel Profile Units mm M16 (in) L 40-200 HAC-T50 (1.57-7.87) 18.5 33 12.0 (0.55) (1.30) 40-200 HAC-T70 (0.47) (1.57-7.87) mm M10 19.0 34.0 (in) M12 (0.75) (1.34) 9.2 40-200 (0.36) (1.57-7.87) 14. Design Example 2.2.20 HILTI CHANNEL BOLTS HARDWARE Hexagonal head nut Anchor channel systems consist of a group of anchors, channel profile, and matching t-bolt. The t-bolt hardware consists of a hex head nut and a flat washer. Table 2.2.20.1 — Material specifications of HBC-T nuts Material specifications Material ASTM A 563 Grade A; Stainless Steel 316 Dimensions ASME/ANSI B18.2.2-1986 Finish ASTM B 633-98, SC 1 Type I Thread Class 2A fit; Class 2B thrd; ASME B1.1 Figure 2.2.20.1 — Isometric view if HBC-T nut. 1.75 2.00 2.50 c max. mm 0.60 0.80 0.80 min. mm 0.15 0.20 0.20 max. mm 13.00 17.30 21.60 min. mm 12.00 16.00 20.00 d w min. mm 16.60 22.50 27.70 Table 2.2.19.4 – Recommended t-bolt overhang, L o e min. mm 20.03 26.75 32.95 Hilti locking channel bolt diameter (mm) max. mm 10.80 14.80 18.00 Serrations of channel lip allow incremental longitudinal displacement of 1/8” (3 mm). If the bracket needs to be slightly adjusted, while a force is applied (i.e. hung panel), the HBC-T will not slide. The M16 1/8 in min. mm 10.37 14.10 16.90 min. mm 8.30 11.30 13.50 max. mm 18.00 24.00 30.00 min. mm 17.73 23.67 29.16 m w (3 mm) 13/64 in s (5 mm) 9/32 in M20 (7 mm) Table 2-2.19.5 — Installation torque for Hilti Serrated Channel Bolts (HBC-T and HBC-B) Figure 2.2.20.2 — HBC-T nut dimensions. Different surfaces and materials might have a significant influence on the ratio between torque moment and pre-tension. Therefore, it is important to use the washer as per product approval or recommended by Hilti. Installation Torque Installation torque Tinst (Installation type A) 1 m M12 Minimum nominal overhang, L o Installation torque Tinst (Installation type B) 2 Units HAC-30 F HAC-T50 F HAC-T50 S HAC-T70 HAC-30 F HAC-T50 F HAC-T50 S ft-lb (Nm) 11 (15) N/A 11 (15) N/A HBC-B M12 4.6 ft-lb (Nm) 19 (25) N/A 19 (25) N/A ft-lb (Nm) N/A 55 (75) N/A 55 (75) ft-lb (Nm) N/A 74 (100) N/A 136 (185) HBC-T M20 8.8 ft-lb (Nm) N/A 89 (120) N/A 236 (320) 1 Installation type A: The fixture is in contact with the channel profile and the concrete surface 2 Installation type B: The fixture is fastened to the anchor channel by suitable steel part (e.g. square plate washer), fixture is in contact with the channel profile only 84 Cast-In Anchor Channel Product Guide, Edition 1 • 02/2019 85 HBC-T M12 8.8 HBC-T M16 8.8 HAC-T70 HBC-B M10 4.6 mm p a (pitch size) M20 M16 M12 units Criteria d a Figure 2.2.19.4 — Overhang of Hilti Channel Bolts (HBC-T). Table 2.2.20.2— Dimensions of HBC-T Nuts Onsite adjustability Bolt type (7.5 mm) HBC-T need not to be loaded in order to reposition the bracket. Therefore, it is not acceptable to adjust the location of the t-bolts via hammering of the bracket, if the weight of the panel is applied on the bracket There is no maximum thread protrusion limitation from the standpoint of the function of the bolt. If needed, the excess at the end of the bolt can be cut-off. The nut shall be fully engaged. The outside face of the head of the t-bolt has special markings to identify the t-bolt type and proper head orientation of the t-bolt. If the t-bolt is to be cut or grind, inspect and ensure the orientation and t-bolt type is as specified prior to any work on the t-bolt. If the marking on the t-bolt are removed, proper inspection is not possible. Proper corrosion protection shall be required. 19/64 in 13. Field Fixes According to AISC Steel Construction Manual, 13th Edition, Section 14-10: “Adequate thread engagement for anchor rods is identical to the condition described in the RCSC Specification as adequate for steel to steel structural joints using high strength bolts: having the end of the [anchor rod] flush with or outside the face of the nut”. 13/64 in (5.2 mm) 12. Instructions for Use Minimum t-bolt overhang HAC-30 HBC-T (compatible with HAC-T) (3.10 mm) 11. Best Practices HBC-B (compatible with HAC-30) (2.36-7.87) 1/8 in 10. Design Software 60-200 M20 (in) HAC-30 k Channel lip thickness, l th 9. Special Anchor Channel Design mm mm HBC-B b 2 M12 (in) HBC-T b 1 Anchor Channel profile 8. Reinforcing Bar Anchorage Diameter ø HAC-T50 HAC-T70 Channel bolt length Dimensions 7. Anchor Channel Design Code Hilti Serrated Channel Bolt length (HBC-T and HBC-B) 6. Loading