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For supporting walls at corners and piers

Angle-bracket anchor WK-Z

Corner supported with MOSO angle-bracket anchor type WK-ZD.

Together with the type WK-D, the MOSO angle-bracket anchor type WK-Z with tie strap is an interesting alternative for forming corners.

This anchor is also highly suitable for supporting piers.

Your advantages at a glance:

  • The optimum adjustment options at corners and pillars facilitate installation enormously and cut the cost of compensating for dimensional tolerances
  • The jointed screw connection to the angle element ensures flexibility when installing the tie member and good contact at the pressure strut head, in the case of slightly sloping substrates
  • Wall clearances greater than 200 mm are also possible for increased thermal insulation. As well as our MOSO support brackets, we will also obtain specific approval for our air gap wire anchor based on DIN 1053
  • We also supply the matching, approved air gap wire anchors at low cost
Angle-bracket anchor WK-Z

Product information

  • Load stages:
  • Distance from the wall:
  • Height adjustment:
  • Material:

  • Evidence:

3,5kN - 25,0kN
20 - 200 mm

via the holes provided
approved stainless steel
structural analysis

Angle-bracket anchor WK-Z

Use and application

  • Type WK-ZD is particularly suitable for supporting corners.
  • Highly suitable for supporting piers.
  • Type WK-ZG for highly uneven concrete sufaces.
  • The brackets must be fully supported until the brick mortar has set hard.
Angle-bracket anchor WK-Z

View tables

Technical data

Type / Version

Load stage

3,5 kN/back

7,0 kN/back

10,5 kN/back

Distance/wall

Cantilever length K

Bracket height x

Cantilever length K

Bracket height x

Cantilever length K

Bracket height x

20 - 50

130

≥ 650

130

≥ 700

130

≥ 750

40 - 70

150

≥ 650

150

≥ 700

150

≥ 750

60 - 90

170

≥ 650

170

≥ 700

170

≥ 750

80 - 110

190

≥ 650

190

≥ 700

190

≥ 750

100 - 130

210

≥ 650

210

≥ 700

210

≥ 750

120 - 150

230

≥ 700

230

≥ 750

230

≥ 850

140 - 170

250

≥ 700

250

≥ 750

250

≥ 850

160 - 190

270

≥ 700

270

≥ 750

270

≥ 850

180 - 200

290

≥ 700

290

≥ 750

290

≥ 850

Wall clearances greater than 200 mm available on request

Bracket width

W

100

100

100

Bracket length

L

up to 4000

up to 4000

up to 4000

Max. size of fastener

up to M12

up to M12

up to M16

Shear connector for uncracked concrete
≥ C20/25 (compression zone)

UPAT UKA3 M10x130
distance/edge ar ≥ 110

UPAT UKA3 M12x160
distance/edge ar ≥ 135

UPAT UKA3 M16x190
distance/edge ar ≥ 155

Shear connector for cracked
concrete≥ C20/25 (tension/compression
zone)

Fischer FHB II-AS
M10x60/20
distance/edge ar ≥ 130

Fischer FHB II-AS
M12x75/25
distance/edge ar ≥ 210

Fischer FHB II-AS
M16x95/30
distance/edge ar ≥ 150

Values apply for facing bricks 115 mm thick with a superimposed load < 2 storeys, otherwise the anchors must be adapted in accordance with DIN 1053.

Other dimansions on request

Recommended anchor selection (anchor type Z at corner)

Superimposed
Load(m)

Load
(kN/m)

Bracket length,
No. of backs

Load stage

Arrangement
L1 / L2 / L3

< 1,50

< 3,105

≤ 1500 mm/2R

3,5

L1 / 1000 / L2

< 2,00

< 4,140

≤ 1500 mm/2R

3,5

L1 / 1000 / L2

< 3,00

< 6,210

≤ 1500 mm/2R

7,0

L1 / 1000 / L2

< 4,50

< 9,315

≤ 1250 mm/2R

7,0

L1 / 750 / L2

< 6,00

< 12,420

≤ 1000 mm/2R

7,0

L1 / 500 / L2

< 9,00

< 18,630

≤ 1000 mm/2R

10,5

L1 / 500 / L2

< 12,00

< 24,840

≤ 750 mm/2R

10,5

L1 / 250 / L2

(Assuming a 115 mm wide facing brick with γ=18kN/m³). L1 = L2 = cantilever length K.

Cross-references of additional information
Subject

Wall support for very low concrete heights, type WK-D

Wire binders for suspended facework

Individual evidence of attachment in the anchorage base:

Formation of corners and edges

Abutments for suspended facework:

Technical regulation governing masonry support (DIN 1053)

Principles for dimensioning masonry support

Errata and technical changes reserved.
Angle-bracket anchor WK-Z

Technical drawings

MOSO angle-bracket anchor type WK-Z.
Lengths dimensioned in accordance with prevailing conditions.
Type WK-ZV, with offset.
Type WK-ZG, turned.