X-HS Threaded Hanger and X-CC Loop Hanger Systems

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Hugo Wilkinson
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1 , Threaded Hanger and oop Hanger Systems Product data Dimensions DKH ➀ U ➁ U ➂ M o o 4 HITI o 4 S 8.5 dg 4.5 o D o o 8 DKH 48 P8S15 X-DI P8 X-A-H P8 X-EDI P8 X-U P8 o4 ds ds ds Ø 4 S o15 S o3 3.4 S s Ø General information Material specification Carbon steel shank: HRC 58 M _ DKH, M/W _ A, M/W_U, _U HRC 55.5 / : Zinc coating: 10 µm ail: Zinc coating: 5 13 µm Fastening tools DX 460-F8, DX 351-F8, DX 36 See fastener selection for more details. Approvals IBMB (Germany): SOCOTEC (France): with X-DKH / with X-DKH CSTB (France): M6 with X-A-H 27 loyds Register: M/W _ DI, M/W _ EDI, DI/EDI ote: Technical data presented in these approvals and design guidelines reflect specific local conditions and may differ from those published in this handbook. 11 /

2 , Applications Examples Threaded rod attachments to concrete and steel Wire attachments to concrete and steel oad data Design data Recommended loads DX-Kwik in concrete (with pre-drilling) or steel Fastener designation rec = rec [k] DKH U19, EDI DKH U16, EDI Conditions: Predominantly static loading. Concrete strength f c /mm 2 (f cc 25 /mm 2 ). Strength of fastened material is not limiting. Observance of all application limitations and recommendations (especially predrilling requirements) / 07

3 , DX Standard (without pre-drilling) Fastener designation _U27, _A-H 27, _ DI _U rec = rec [k] U27, A-H 27, 0.2 ( rec *) DI 27/ ( rec ) U ( rec *) 0.30 ( rec ) *) eccentric loading considered Conditions: Minimum 5 fastenings per fastened unit (normal weight concrete). Can increase rec and rec to 0.6 k ( rec = 0.3 k for ) for 8 or more fastenings per fastened unit. All visible failures must be replaced. With lightweight concrete base material and appropriate washers, greater loading may be possible, please contact Hilti. Predominantly static loading. Observance of all application limitations and recommendations. Test data Important note: Test data are for information only and can t be used for design. These data are examples and not representing the whole range of applications and load cases. Design data for Hilti standard nails in concrete are based on a specific statistical evaluation method taken into consideration high variation coefficients. The evaluation procedure is described within section Direct Fastening Technology of this manual. For more detailed information please contact Hilti. Mean ultimate Embedment ariation Concrete strength Failure tensile loads depth coefficient at 28 days mode Fastener u,m [k] h ET [mm] [%] f cc [/mm 2 ] _ U22 P8 S Pull-out _ U27 P8 S Pull-out 11 /

4 , Application requirements Thickness of base material Concrete DX-Kwik (with pre-drilling) h min = 100 mm DX Standard (w/o pre-drilling) h min = 80 mm Steel t Il 4 mm tii Spacing and edge distances Spacing and edge distances depending on job site requirements. Corrosion information These zinc coated fasteners are not suitable for long-term service outdoors or in otherwise corrosive environments. For further detailed information on corrosion see corresponding chapter in section Direct Fastening Technology. Recommended setting range Concrete o general restrictions exist. imitations are depending on application and user requirements. Steel For X-U and X-EDI nail, see corresponding chapter / 07

5 , Fastener selection Program, technical information Old / current portfolio ew / future portfolio Tools Shank Shank Shank Shank Ø *) length *) Ø *) length *) ds s ds s Base material Designation [mm] [mm] [mm] Designation [mm] [mm] [mm] ➀ Concrete pre-drilled _ DKH 48 P8S Unchanged DX 460-F8 ➁ Concrete _ DI 32 P8S _ U 27 P8S DX 460-F8, _ A-H 27 P8S _ U 22 P8S DX 351-F8, Steel _ EDI 19 P8S _ U 19 P8S DX 36 ➂ Concrete pre-drilled DKH 48 P8S Unchanged DX 460-F8 ➂ Concrete DI 32 P U 27 P DX 460-F8, DI 27 P U 22 P DX 351-F8, A-H 27 P DX 36 EDI 16 P U 16 P Type of threading: M = metric; W6, W10 = Whitworth 1/4 ; 3/8 *) Standard chank diameters and shank lengths. Other combinations available on special order. order information Current portfolio Future portfolio Item no. Designation Item no. Designation M6-DI 32 P8 S M6 U27 P8 S M8-DI 32 P8 S M8 U27 P8 S M10-DI 32 P8 S M10 U27 P8 S W6-DI 32 P8 S W6 U27 P8 S W10-DI 32 P8 S W10 U27 P8 S M6-EDI 19 P8 S M6 U19 P8 S M8-EDI 19 P8 S M8 U19 P8 S M10-EDI 19 P8 S M10 U19 P8 S W10-EDI 19 P8 S W10 U19 P8 S M6-A-H 27 P8 S M6 U22 P8 S M8-A-H 27 P8 S M8 U22 P8 S W10-A-H 27 P8 S W10 U22 P8 S W6-EDI 19 P8 S W6 U19 P8 S M10 U22 P8 S W6 U22 P8 S15 Type of threading: M = metric; W6, W10 = Whitworth 1/4 ; 3/8 11 /

6 , order information Current portfolio Future portfolio Item no. Designation Item no. Designation DI 27 P U22 P DI 32 P U27 P A 27 P EDI 16 P U16 P8 For X-U program availability please contact Hilti in your country. Cartridge selection Cartridge recommendation: Steel: Concrete: 6.8/11M red cartridge 6.8/11M yellow cartridge on green/fresh and standard concrete 6.8/11M red cartridge on precast, old and hard concrete Tool energy adjustment by setting tests on site. Fastening quality assurance Installation o Attach the threaded rod to the before fastening 2. For DKH 48 pre-drill ( 5 x 23) 3. oad the assembly into the tool 4. ocate the nail, compress the tool, pull the trigger and the fastening is complete 5. Bend the assembly down to the vertical position o Assemble the wire with the 2. For DKH 48 or DH 37 pre-drill ( 5 x 23 or 5 x 18) 3. oad the assembly into the tool 4. ocate the nail, compress the tool, pull the trigger and the fastening is complete 5. Adjust the wire as required / 07

R-LX-HF-ZF Zinc flake coated Hex with Flange Concrete Screw Anchor. Applications

R-LX-HF-ZF Zinc flake coated Hex with Flange Concrete Screw Anchor Self-tapping concrete screwbolt Approvals and Reports ETA 17/0806 Product information Features and benefits Time-efficient installation