X-M 6, X-W6, X-F 7, X-M 8, M 10, W 10 Threaded Studs for Concrete
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1 X-M 6, X-W6, X-F 7, X-M 8, M 10, W 10 Threaded Studs for Conrete Produt data Dimensions X-M6/W6/F7 FP8 M6/W6/F7 o 3,7 o 3,8 o 8 1,2 g s General information Material speifiations Carbon steel shank: HRC 53.5 Zin oating: 5 13 µm Fastening tools F7 FS8 F7 o 3,8 g 1,2 o 3,7 s o 8 X-M8 P8 M8 o 4,5 o 3,8 2 g s o 8 DX 460, DX 351, DX 36, DX E72, DX 76, DX 76 PTR, DX 600 N See fastener seletion for more details. Approvals M P10 W10 P10 ICC (USA): X-W6, W10 o M10 o o 10 o 6.8 W10 g o 5.2 s o 10 U: W10 Note: Tehnial data presented in these approvals and design guidelines reflet speifi loal onditions and may differ from those published in this handbook. Appliations Examples Plates for pipe rings Hangings with threaded ouplers Eletrial boxes Misellaneous attahments 8 /
2 oad data Design data Reommended loads Shank diameter Fastener designation d s [mm] M re [Nm] X-M6/W6, F X-M8, M W X-M6/W6, F7, X-M8, N re = V re = 0.4 kn for h ET 27 mm N re = V re = 0.3 kn for h ET 22 mm N re = V re = 0.2 kn for h ET 18 mm Arrangements to prevent moment on shank: Coupler tight against onrete Non-symmetri arrangement Moment on fastened part Prying effet must be onsidered in determining loads ating on fastener Z Z 2 Z 3 F V Z 1 F V F N F N Conditions Minimum 5 fastenings per fastened unit (normal weight onrete) All visible failures must be replaed. With lightweight onrete base material and greater loading may be V possible, please ontat Hilti. Predominantly stati loading. M Observane of all appliation limitations and reommendations. N The reommended loads in the table refer to the resistane of the individual fastening and may not be the same as the loads F N and F V ating on the fastened part. Note: If relevant, prying fores need to be onsidered in design, see example. Moment ating on fastener shank only in ase of a gap between base and fastened material / 2011
3 Test data Important note: test data are for information only and annot be used for design. These data are examples and do not represent the whole range of appliations and load ases. Design data for Hilti standard nails in onrete are based on a speifi statistial evaluation method taking into onsideration high variation oeffiients. The evaluation proedure is desribed in the Diret Fastening Priniples and Tehnique setion of this manual. For more detailed information please ontat Hilti. Pull-out load Embedment Variation Conrete strength (mean ultimate) depth oeffiient at 28 days Fastener designation N u,m [kn] h ET [mm] [%] f [N/mm 2 ] X-M (DX 460) X-M (DX 460) W P10 (DX 600N) Appliation requirements Thikness of base material Conrete h min = 80 mm (d nom = 3.7 mm) h min = 100 mm (d nom 4.5 mm) Thikness of fastened material M6: t I g t washer t nut up to 15 mm W6: t I g t washer t nut up to 33 mm F7: t I g t washer t nut up to 10 mm M8: t I g t washer t nut up to 15 mm M10: t I g t washer t nut up to 19 mm W10: t I g t washer t nut up to 25 mm 8 /
4 Spaing and edge distanes (mm) Pairs Row along edge General (e.g. group of fasteners a a Reinfored * Non-reinfored Reinfored * Non-reinfored Reinfored * Non-reinfored a * Minimum 6 reinforing steel ontinuous along all edges and around all orners. Edge bars must be enlosed by stirrups. Corrosion information The intended use only omprises fastenings whih are not diretly exposed to external weather onditions or moist atmospheres. For further detailed information on orrosion see relevant hapter in Diret Fastening Priniples and Tehnique setion. Fastener seletion and system reommendation Fastener seletion Required thread length g t l + t washer + t nut [mm] / 2011
5 System reommendation Fasteners Tool Standard Standard threading 2 ) shank lengths 2 ) Group 1 ) Designation Item no. g [mm] S [mm] Designation M6 X-M FP DX 460, DX 351, DX 36, DX E72 X-M FP DX 460, DX 351, DX 36, DX E72 X-M FP DX 460, DX 351, DX 36, DX E72 X-M FP DX 460, DX 351, DX 36, DX E72 X-M6-8-17FP DX 460, DX 351, DX 36, DX E72 X-M6-8-22FP DX 460, DX 351, DX 36, DX E72 X-M6-8-27FP DX 460, DX 351, DX 36, DX E72 X-M FP DX 460, DX 351, DX 36, DX E72 W6 X-W FP DX 460, DX 351, DX 36, DX E72 X-W FP DX 460, DX 351, DX 36, DX E72 X-W FP DX 460, DX 36, DX E72 X-W FP DX 460, DX 351, DX 36, DX E72 X-W FP DX 460, DX 351, DX 36, DX E72 F7 X-F7-7-22FS DX 460, DX 351, DX 36, DX E72 X-F7-7-27FS DX 460, DX 351, DX 36, DX E72 X-F FS DX 460, DX 351, DX 36, DX E72 M8 X-M P DX 460, DX 36, DX E72 X-M P DX 460, DX 36, DX E72 X-M P DX 460, DX 36, DX E72 M10 M P DX 76, DX 76 PTR W10 W P DX 600 N W P DX 600 N W P DX 600 N 1 ) Type threading: M = metri; W6, W10 = Whitworth 1/4 ; 3/8 ; F7 = Frenh 7 mm 2 ) Standard threading and shank lengths. Other lengths and ombinations available on speial order. Cartridge seletion Cartridge reommendation: M6, W6, F7, M8: 6.8/11M yellow or red artridge M10: 6.8/18M blue or red W10: 6.8/18 yellow, red or blak Tool energy adjustment by setting tests on site. 8 /
6 Fastening quality assurane Fastening inspetion X-M6 / W6 / F7 X-M8, Penetration depth Tightening torque Penetration depth Tightening torque Tre Tre het het hnvs ti hnvs ti h ET = s ± 2 T re 4 Nm h ET = s ± 2 T re 6 Nm / 2011
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