Welcome to Würth Aerospace Solutions For trade customers only
Fixanchor W-FAZ/HCR - ANC-(W-FAZ/HCR)-HCR-10-21-M8X75 Fixanchor W-FAZ/HCR - ANC-(W-FAZ/HCR)-HCR-10-21-M8X75
Fixanchor W-FAZ/HCR - ANC-(W-FAZ/HCR)-HCR-10-21-M8X75 - 1
Fixanchor W-FAZ/HCR - ANC-(W-FAZ/HCR)-HCR-10-21-M8X75 - 2

Fixanchor W-FAZ/HCR

Fixanchor W-FAZ steel HCR
ANC-(W-FAZ/HCR)-HCR-10-21-M8X75

Art.-no. 5928608010
EAN 4056808275863
All versions

Prices for customers after login
Fixanchor W-FAZ/HCR

Art.-no. 5928608010

Prices for customers after login
Quantity
PU

Exclusively for trade customers

Register now and access more than 125,000 products

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

10

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

M8

Anchor length (l)

75 mm

Attachment height (t fix)

10 mm

Max. attachment height reduced (t fix, red)

21 mm

Effective anchoring depth (h ef)

46 mm

Effective anchoring depth reduced (h ef, red)

35 mm

Width across flats

13 mm

Nominal drill-bit diameter (d 0)

8 mm

Drill hole depth (h 1)

60 mm

Drill hole depth reduced (h 1, red)

49 mm

Material

High corrosion-resistant steel, 1.4529, X1NiCrMoCuN25-20-7

Surface

0 - not applicable

Torque during anchoring (T inst)

20 Nm

Through-hole in the component to be connected (d f)

9 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 γF = 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 		cmin ≥ [mm] 40 _ 55 _ 60 _ 60 _ 95 125
Minimum edge distance
Uncracked concrete 		cmin ≥ [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 hmin [mm] 80 80 100 80 120 100 140 140 _ _
Minimum axis distance
Cracked concrete 		smin ≥ [mm] 40 50 45 50 60 50 70 65 _ _
Minimum axis distance
Uncracked concrete 		smin ≥ [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 		cmin ≥ [mm] 40 40 50 65 60 65 80 100 _ _
Minimum edge distance
Uncracked concrete 		cmin ≥ [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. dcut ≤ [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 df ≤ [mm] 9 12 14 18 22 26
Torque while installing anchor Tinst = [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 γF = 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.

Art.-no.
Cust. Mat. No.

Hazardous Material

Product information

Würth Catalogue

Datasheets()

Datasheets ()

CAD data  | 

Certificates/ Documents

 | 

 | 

Technical information
Show all product details