Plastic frame anchor SHARK<SUP>® </SUP>UR F Zinc-plated steel - ANC-SHARK-URF8-PLA-AW25-WS10-70/50-8X120

Plastic frame anchor SHARK^®UR F Zinc-plated steel

Name: Plastic frame anchor SHARK ® UR F Zinc-plated steel
Brand: Würth
SKU: 5912808605

Plastic frame anchor SHARK UR F steel zinc plated
ANC-SHARK-URF8-PLA-AW25-WS10-70/50-8X120
ZEBRA

Art.-no. 5912808605

EAN 4065746348379

All versions

Specification

Plastic frame anchor with comprehensive ETA rating for masonry, aerated concrete and concrete. With hexagon head bolt and pressed washer made of zinc-plated steel

Part of the SHARK^® UR product family, which has been tested in connection with more than 100 building materials as part of ETA-08/0190

The SHARK® UR 8 and 10 frame anchors are tested and approved for a total of 105 different surfaces. In addition to concrete and aerated concrete, numerous bricks are included in the current most comprehensive ETA assessment, including solid and perforated brick, hollow and solid sand-lime bricks, solid and perforated concrete bricks and hollow blocks made of lightweight concrete

Thanks to the ingenious anchor geometry, the "teeth" spread in four directions and claw right down into the base material

Anchorage via friction locking between anchor sleeve and base material

Anchor sleeve made of high-quality polyamide

Push-through installation

Can be loaded immediately - no waiting

Very strong anti-rotation lock

High load-bearing capacity thanks to expansion in four directions

Improved load transfer through even, continuous load distribution across the entire expansion area

The hammer-in stop prevents premature expansion of the anchor during installation

Less installation work, as the anchor sleeve and special screw are pre-assembled

Improved load transfer in solid and hollow construction materials

Proof of Performance

SHARK-UR F 10 (zinc-plated steel, stainless steel): European Technical Assessment ETA-08/0190

Expert report on fire resistance duration in the event of fire exposure

Drill the hole

Remove drill cuttings

Check temperature of anchor sleeve

Check temperature of substrate

Install the anchor and screw with a hammer

Screw in dowel

Screw in screw until flush

SHARK-UR F 10 (zinc-plated steel, stainless steel): European Technical Assessment ETA-08/0190

Expert report on fire resistance duration in the event of fire exposure

Application

Application area

The anchor can be used with a European technical assessment for anchors in a redundant non-structural system (e.g. façades, suspended ceilings etc.)

SHARK UR, SHARK UR F can be anchored in the following base materials: Normal weight concrete masonry walls (solid brick, solid sand-lime blocks, vertically perforated brick, hollow sand-lime blocks, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, concrete brick) and autoclaved aerated concrete

Two embedment depths in defined building materials

Installation temperatures: Temperature of base material: ≥ -20 °C

Temperature of anchor sleeve: ≥ 0 °C

The galvanised screw can be used outdoors or in wet rooms (if installed carefully) provided that the area around the screw head is protected against moisture or rain so that moisture cannot penetrate the anchor shank. Permanently elastic sealant such as art. no. 0892 075 350 gravel guard and undercoating 500 ml (e.g. fastening to the substructure of the rainscreens)

Suitable for fastening façade, ceiling and roof substructures (made of wood or steel), wooden beams, wooden laths, metal brackets, metal rails, suspended ceilings, cable conduits, angle brackets, profiles, wall-mounted cabinets, racks etc.

Attachments where proof of load capacity under exposure to fire is required

Instructions

Drill perforated and hollow blocks with a rotary drill (without hammer mechanism)

Drill cuttings must be removed from the drilling hole, e.g., with the blow-out pump art. no. 0903990001

Drilling in concrete with a suction drill saves having to clean the drill hole

Technical information

Anchor diameter	8 mm
Anchor length (l)	120 mm
Max. attachment height (t fix)	70 mm
Nominal drill-bit diameter (d 0)	8 mm
Through-hole in the component to be connected (d f)	8.5 mm
Fire resistance rating	F30
Attachment height (t fix 1)	70 mm
Material of screw	Steel
Internal drive	AW25
Surface of the screw	Zinc plated
Head type	Hexagon head
Approval	ETA-08/0190
Type description	W-UR F 8, hexagonal bolt

Concrete: ETA-08/0190, anchors in a redundant non-structural system
Anchor diameter [mm]			SHARK^®UR 8
Centric tensile load¹⁾ for individual anchors or anchor group	N_perm = C12/15 [kN]	30°C²⁾/50°C³⁾	1,6
		50°C²⁾/80°C³⁾	1,4
	N_perm ≥ C16/20 [kN]	30°C²⁾/50°C³⁾	2.4 (2.1)
		50°C²⁾/80°C³⁾	2,0
Shear load¹⁾ for individual anchors or anchor group	V_perm ≥ C12/15 [kN]		3,37	3,16
Zinc-plated steel
A4 stainless steel
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γF = 1.4 have been taken into account. For the combination of tensile and transverse loads, please refer to ETAG 020 Appendix C ²⁾ Maximum long-term temperature ³⁾ Maximum short-term temperature

Mounting characteristic values for concrete and masonry for SHARK^®UR 8
Anchor diameter [mm]		SHARK^®UR 8
Nominal drill∅	d₀ [mm]	8
Drill cutting ∅	d_cut ≤ [mm]	8,45
Drill hole depth	h₁ ≥ [mm]	80
Embedment depth of the wall plug body	h_nom [mm]	70
Through hole in attachment part	d_f ≤ [mm]	8,5

Masonry⁴⁾: ETA-08/0190, anchors in a redundant non-structural system (temperature ranges 50°C²⁾/80°C³⁾. For other types of stone, raw density, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190
Anchor diameter [mm]	Brick format [mm]	Raw density class [kg/dm³]	Minimum compressive strength [N/mm²]	F_perm [kN]⁵⁾ (for individual anchors or anchor group) SHARK^®UR 8
Masonry brick Mz, EN 771-1, DIN 105	≥ NF (≥ 240 x 115 x 71)	≥ 1.8	28	0,86
			36	1,14
Solid sand-lime brick KS, EN 771-2, DIN 106	≥ NF (≥ 240 x 115 x 71)	≥ 2.0	10	0,43
			20	0,71
			28	1,0
Normal weight concrete solid brick Vbn, EN771-3, DIN 18152	≥ NF (≥ 240 x 115 x 71)	≥ 2.0	10	0,43
			20	0,71
			28	1,00
Vertically perforated brick HLz⁶⁾, EN 771-1, DIN 105-1 e.g. Wienerberger, Schlagmann	≥ 2DF (≥ 240 x 115 x 113)	≥ 1.2	8	0,21
			12	0,26
			20	0,43
Vertically perforated brick POROTON S11-36.5⁶⁾, EN 771-1, Z-17.1-812 Wienerberger, Schlagmann	≥ 248 x 300 x 249	≥ 0.6	6	0,26
Vertically perforated brick POROTON S11-36.5⁶⁾, EN 771-1, Z-17.1-812 Wienerberger, Schlagmann	≥ 248 x 356 x 249	≥ 0.9	6	0,57
Hollow sand-lime brick KSL⁶⁾, EN 771-2, DIN 106-1 e.g. Xella	≥ 2DF (≥ 240 x 115 x 113)	≥ 1.6	10	0,57
			12	0,71
			16	0,71
	≥ 8DF (≥ 249 x 240 x 238)	≥ 1.4	10	0,26
			12	0,34
			16	0,43
Hollow block made of lightweight concrete 3K Hbl, EN 771-3, DIN 18151⁶⁾ e.g. Liapor	≥ 16DF (≥ 498 x 240 x 238)	≥ 0.7	2	0,10
			4	0,26
			6	0,34
Hollow block made of lightweight concrete Liapor-Super-K⁶⁾, EN 771-3, Z-17.1-501	≥ 16DF (≥ 495 x 240 x 238)	≥ 0.8	2	0,17
			4	0,34
Aerated concrete AAC			2	0,14
			7	0,85
²⁾ Maximum long-term temperature ³⁾ Maximum short-term temperature ⁴⁾ For other types of stone, raw densities, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190 ⁵⁾ The stone geometry should be compared with the approval ETA-08/0190 ⁶⁾ If the drill hole is created through impact or hammer action, the permissible load must be determined by tests on the structure

Mounting characteristic values for concrete and masonry for SHARK^®UR 10
Anchor diameter [mm]		SHARK UR F 10
Nom. drill ∅	d₀ [mm]	10
Drill cutting ∅	d_cut ≤ [mm]	10,45
Drill hole depth	h₁ ≥ [mm]	80
Setting depth of the wall plug body	h_nom [mm]	70
Through hole in attachment part	d_f ≤ [mm]	10,5

Masonry⁴⁾: ETA-08/0190, multiple attachment of non-load-bearing systems (temperature range 50°C²⁾/80°C³⁾). For other types of stone, raw densities, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190
Base material	Brick format [mm]	Raw density class [kg/dm³]	Minimum compressive strength [N/mm²]	F_perm [kN]⁵⁾ (for single anchors or dowel group) SHARK UR F 10
Brick Mz, EN 771-1, DIN 105	≥ NF (≥ 240 x 115 x 71)	≥ 1.8	28	0,86
			36	1,14
Solid sand-lime brick KS, EN 771-2, DIN 106	≥ NF (≥ 240 x 115 x 71)	≥ 2.0	10	0,43
			20	0,71
			28	1,0
Plain concrete solid brick Vbn, EN771-3, DIN 18152	≥ NF (≥ 240 x 115 x 71)	≥ 2.0	10	0,57
			20	0,86
			28	1,29
Vertically perforated brick HLz⁶⁾, EN 771-1, DIN 105-1 e.g. Wienerberger, Schlagmann	≥ 2DF (≥ 240 x 115 x 113)	≥ 1.2	8	0,21
			12	0,34
			20	0,57
Vertically perforated brick POROTON T8-30⁶⁾, EN 771-1, Z-17.1-982 Wienerberger, Schlagmann	≥ 248 x 300 x 249	≥ 0.6	6	0,26
Vertically perforated brick POROTON S11-36.5⁶⁾, EN 771-1, Z-17.1-812 Wienerberger, Schlagmann	≥ 248 x 356 x 249	≥ 0.9	6	0,43
Hollow sand-lime brick KSL⁶⁾, EN 771-2, DIN 106-1 e.g. Xella	≥ 2DF (≥ 240 x 115 x 113)	≥ 1.6	10	0,43
			12	0,57
			16	0,71
	≥ 8DF (≥ 249 x 240 x 238)	≥ 1.4	10	0,34
			12	0,43
			16	0,57
Hollow block made of lightweight concrete 3K Hbl, EN 771-3, DIN 18151⁶⁾e.g. Liapor	≥ 16DF (≥ 498 x 240 x 238)	≥ 0.7	2	0,09
			4	0,17
			6	0,26
Hollow block made of lightweight concrete Liapor-Super-K⁶⁾, EN 771-3, Z-17.1-501	≥ 16DF (≥ 495 x 240 x 238)	≥ 0.8	2	0,17
			4	0,34
Aerated concrete AAC			2	0,21
			7	0,88
²⁾ Maximum long-term temperature ³⁾ Maximum short-term temperature ⁴⁾ For other types of stone, raw densities, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190 ⁵⁾ The stone geometry should be compared with the approval ETA-08/0190 ⁶⁾ If the drill hole is created through impact or hammer action, the permissible load must be determined by tests on the structure

Concrete: ETA-08/0190, anchors in a redundant non-structural system
Anchor diameter [mm]
Central tensile load¹⁾ for single anchors or dowel group	N_perm = C12/15 [kN]	30°C²⁾/50°C³⁾	1,0
		50°C²⁾/80°C³⁾	1,0
	N_perm ≥ C16/20 [kN]	30°C²⁾/50°C³⁾	1,6
		50°C²⁾/80°C³⁾	1,4
Transverse load¹⁾ for single anchors or dowel group	V_perm ≥ C12/15 [kN]		5,37	4,99
Zinc-plated steel
A4 stainless steel
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γF = 1.4 have been taken into account. For the combination of tensile and transverse loads, please refer to ETAG 020 Appendix C ²⁾ Maximum long-term temperature ³⁾ Maximum short-term temperature