Plastic frame anchor SHARK^®UR Panhead Stainless steel

Name: Plastic frame anchor SHARK ® UR Panhead Stainless steel
Brand: Würth
SKU: 5912808902

Plastic frame anchor SHARK UR F 8 A4 pan head
ANC-SHARK URF/PH-PLA-AW30-A4-10-8X60
ZEBRA

Art.-no. 5912808902

EAN 4065746332446

All versions

Specification

Plastic frame anchor with comprehensive ETA rating for masonry, aerated concrete and concrete. With pan head screw made of A4 stainless 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 base materials. In addition to concrete and aerated concrete, numerous bricks are included in the current most comprehensive ETA assessment, including solid and perforated bricks, hollow calcium silicate blocks and solid calcium silicate blocks, solid and perforated concrete bricks and hollow lightweight concrete blocks

Thanks to the ingenious anchor geometry, the "teeth" expand 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

Immediate load-bearing capacity - no waiting

Very strong anti-rotation lock

High load capacity thanks to expansion in four directions

Improved load transmission through even, continuous load transfer 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 transmission in solid and hollow construction materials

Proof of Performance

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

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

Application area

Metal substructures

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

Application

Application area

The anchor can be used with European Technical Assessment for anchors in redundant non-structural systems (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 bricks, solid calcium silicate blocks, vertically perforated bricks, hollow calcium silicate blocks, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, concrete bricks) and aerated concrete

Two embedment depths in defined building materials

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

Temperature of anchor sleeve: ≥ 0°C

Suitable for attaching 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 concrete blocks with a rotary drill (without hammer mechanism)

Drill cuttings must be removed from the drill 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)	60 mm
Max. attachment height (t fix)	10 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)	10 mm
Material of screw	Stainless steel A4
Internal drive	AW30
Approval	ETA-08/0190
Type description	W-UR F 8 A4, pan head screw

Mounting characteristic values for concrete and masonry for SHARK^®UR 8
Anchor diameter [mm]		SHARK^®UR 8
Nominal drill∅	d₀ [mm]	8
∅ of cutting edges	d_cut ≤ [mm]	8,45
Drill hole depth	h₁ ≥ [mm]	80
Embedment depth of the anchor sleeve	h_nom [mm]	70
Through hole in the attachment	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 compressive 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 an 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 calcium silicate block 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 calcium silicate block 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 concrete 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 concrete 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 compressive 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 admissible load must be determined by tests on the structure

Concrete: ETA-08/0190, anchors in a redundant non-structural system
Anchor diameter [mm]			SHARK^®UR 8
Centric tension load¹⁾ for individual anchors or an 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 an 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 actions of γF = 1.4 have been taken into account. For the combination of tensile and shear loads, please refer to ETAG 020 Annex C ²⁾ Maximum long-term temperature ³⁾ Maximum short-term temperature