Fixanchor W-FAZ/HCR - ANC-(W-FAZ/HCR)-HCR-50-70-M10X130

Fixanchor W-FAZ/HCR

Name: Fixanchor W-FAZ/HCR
Brand: Würth
SKU: 5928610050

Fixanchor W-FAZ steel HCR
ANC-(W-FAZ/HCR)-HCR-50-70-M10X130

Art.-no. 5928610050

EAN 4058794041668

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Fixanchor W-FAZ/HCR

Art.-no. 5928610050

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Bolt anchor for high loads in cracked and non-cracked concrete. Highly corrosion-resistant steel, HCR

High loads, low axial and edge clearances

Immediate load-bearing capacity

No waiting times

Time-saving push-through installation

Torque-controlled expanding anchor made of highly corrosion-resistant steel HCR

Fixing anchor cone with patented plastic coating

Safe expansion in cracked concrete

Reduced anchoring depth

Minimises drilling, time-saving

Flexible range of applications

Proof of Performance

Approval ETA-99/0011 for individual attachment, option 1, cracked and non-cracked concrete, seismic performance category C1 and C2 (M8–M20)

Fire resistance (M8–M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature-time curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)

Fire load to ZTV-ING Part 5 (uniform temperature curve – tunnel fire room curve)

Application area

Create the drill hole

Knock in anchor with mason's mallet or machine setting tool

Set anchor in place

Apply torque

Approval ETA-99/0011 for individual attachment, option 1, cracked and non-cracked concrete, seismic performance category C1 and C2 (M8–M20)

Fire resistance (M8–M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature-time curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)

Fire load to ZTV-ING Part 5 (uniform temperature curve – tunnel fire room curve)

Product information

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

Application area

Individual attachment with approval

Standard concrete C20/25 to C50/60 (cracked and non-cracked concrete, seismic performance category C1 and C2)

For the attachment, e.g. of metal structures, metal profiles, brackets, footplates, supports, cable conduits, pipes, railings, wooden structures, roof beams etc.

Individual attachment without approval

Can be used in concrete < C20/25 and compression-proof natural stone

W-FAZ/HCR (highly corrosion-resistant steel) can be used in areas where there is a very high risk of corrosion (e.g. indoor swimming pools, road tunnels, poorly ventilated car parks or parts in seawater and coastal atmospheres).

Metric anchor diameter	M10
Anchor length (l)	130 mm
Attachment height (t fix)	50 mm
Max. attachment height reduced (t fix, red)	70 mm
Effective anchoring depth (h ef)	60 mm
Effective anchoring depth reduced (h ef, red)	40 mm
Width across flats	17 mm
Nominal drill-bit diameter (d 0)	10 mm
Drill hole depth (h 1)	75 mm
Drill hole depth reduced (h 1, red)	55 mm
Material	High corrosion-resistant steel, 1.4529, X1NiCrMoCuN25-20-7
Torque during anchoring (T inst)	35 Nm
Through-hole in the component to be connected (d f)	12 mm
Approval	ETA-99/0011

For admissible load when exposed to fire (R30, R60, R90, R120), please refer to European Technical Approval ETA-99/0011
Fire resistance	F30 [kN]	9,0	_	15,0	_	19,0	_	30,0	_	_	_
	F60 [kN]	5,0	_	9,0	_	12,0	_	15,0	_	_	_
	F90 [kN]	1,8	_	4,0	_	5,0	_	7,5	_	_	_
	F120 [kN]	1,0	_	2,0	_	3,0	_	6,0	_	_	_
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γ_F = 1.4 have been taken into account. For information on combining tensile and shear loads, on the influence of the edge distance, and on anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ The use is limited to the anchorage of statically indeterminate systems. Only suitable for use in dry indoor areas.

Minimum axis distance Uncracked concrete	for c ≥ [mm]	80	_	75	_	120	_	120	_	180	125
Minimum edge distance Cracked concrete	c_min ≥ [mm]	40	_	55	_	60	_	60	_	95	125
Minimum edge distance Uncracked concrete	c_min ≥ [mm]	50	_	60	_	75	_	80	_	130	125
Minimum edge distance Cracked concrete	for s ≥ [mm]	80	_	90	_	140	_	180	_	200	125
Minimum edge distance Uncracked concrete	for s ≥ [mm]	100	_	120	_	150	_	150	_	240	125
Reduced minimum member thickness	h_min [mm]	80	80	100	80	120	100	140	140	_	_
Minimum axis distance Cracked concrete	s_min ≥ [mm]	40	50	45	50	60	50	70	65	_	_
Minimum axis distance Uncracked concrete	s_min ≥ [mm]	40	50	60	50	60	50	80	65	_	_
Minimum axis distance Cracked concrete	for c ≥ [mm]	70	60	90	100	100	160	160	170	_	_
Minimum axis distance Uncracked concrete	for c ≥ [mm]	80	60	140	100	120	160	180	170	_	_
Minimum edge distance Cracked concrete	c_min ≥ [mm]	40	40	50	65	60	65	80	100	_	_
Minimum edge distance Uncracked concrete	c_min ≥ [mm]	50	40	90	65	75	100	90	170	_	_
Minimum edge distance Cracked concrete	for s ≥ [mm]	80	185	115	180	140	250	180	250	_	_
Minimum edge distance Uncracked concrete	for s ≥ [mm]	100	185	140	180	150	185	200	65	_	_
Nominal drill diameter	d₀ [mm]	8		10		12		16		20	24
Drill cutting dia.	d_cut≤ [mm]	8,45		10,45		12,5		16,5		20,55	24,55
Drill hole depth	h₁≥ [mm]	60	49	75	55	90	70	110	90	125	155
Through hole in the component being connected	d_f≤ [mm]	9		12		14		18		22	26
Torque while installing anchor	T_inst = [Nm]	20		35		50		110		200	290
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γ_F = 1.4 have been taken into account. For information on combining tensile and shear loads, on the influence of the edge distance, and on anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ Only suitable for use indoors or in damp rooms.