frame fixing sxs-t

http://www.fischer.co.uk/ - 24/02/2014

Frame fixing SXS-T

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The high-performance frame fixing with SX-technology

VERSIONS

zinc-plated steel▪stainless steel▪

BUILDING MATERIALS

Approved for:Concrete C20/25 to C50/60▪Three-layer composite exterior wallpanels

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Hollow block made from lightweightconcrete

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Solid sand-lime brick▪Aerated concrete▪Solid brick▪

Also suitable for:Natural stone with dense structure▪Solid block made from lightweightconcrete

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Solid panel made from gypsum▪Concrete C12/15▪

APPROVALS

ADVANTAGES

The ideal interaction of the SXS withthe fischer CO-NA screw allows forthe highest load-bearing capacitiesin solid building materials andcracked concrete. This allows for aneconomical fixing.

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The CO-NA screw causes the plug toexpand in the crack. This isconfirmed by the first approval for aplastic frame fixing for single fixings.

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The large diameter of the CO-NAscrew means that high shear loadscan be supported safely. Thus fewerfixing points are required.

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APPLICATIONS

Façade and roof substructures madeof wood and metal

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Windows▪Fire protection doors▪Guard rails▪Handrails▪Squared timbers▪Kitchen cabinets▪Gates▪

FUNCTIONING

The SXS is suitable for push-throughinstallation. Screwing in the CO-NAscrew causes the SXS to expand infour directions and anchor into thebuilding material.

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When a crack forms in the concrete,the cones of the screw activelyexpand, thus increasing theexpansion effect and the holdingforce of the plug.

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Countersunk head screws arerecommended for the installation oftimber constructions; in the case ofmetal constructions, use plugs witha wide sleeve rim and a mouldedwasher on the screw, which alsofeatures an integrated hexagonsocket.

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Frame fixing SXS-T

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galvanized

A4

TECHNICAL DATA

Frame fixing SXS-T

Appr

oval Drill hole

diameterAnchor length Max. fixture

thicknessFixture thickness

do l t fix t fix

Article name Art.-No. [mm] [mm] [mm] [mm]SXS 10 x 80 T 019601 ● ■ 10 80 30SXS 10 x 100 T 019604 ● ■ 10 100 50SXS 10 x 120 T 019616 ● ■ 10 120 70SXS 10 x 140 T 019621 ● ■ 10 140 90SXS 10 x 160 T 024076 ● ■ 10 160 110SXS 10 x 180 T 024080 ● ■ 10 180 130

Appr

oval Drill hole

diameterAnchor length Max. fixture

thicknessFixture thickness

do l t fix t fix

Article name Art.-No. [mm] [mm] [mm] [mm]SXS 10 x 80 T A4 019602 ● ■ 10 80 30SXS 10 x 100 T A4 019605 ● ■ 10 100 50SXS 10 x 120 T A4 019617 ● ■ 10 120 70SXS 10 x 140 T A4 019623 ● ■ 10 140 90SXS 10 x 160 T A4 024077 ● ■ 10 160 110SXS 10 x 180 T A4 024082 ● ■ 10 180 130

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ACCESSORIES

Washer U stainless steel A2

External Hole Ø Thickness Fits anchor Sales unit

d SItem Art.-No. [mm] [Ø mm] [mm] [pcs]

U 11,5 x 21 x 1,5 DIN 522 A2 010026 21 11,5 1,5 SXR 10, FUR 10, SXS 10 500

Cracked or Non-cracked concreteType Min. anchorage depth Min. member thickness Permissible load Min. spacing Min. edge distance

hnom (hv) h (d) Fperm3) smin (a) 2) cmin (ar) 2)

[mm] [mm] [kN] [mm] [mm]

SXS 10 50 100 1,61) 503) 503)

1) The required safety factors as regulated in the approval are considered.2) Minimum possible axial spacings resp. edge distance (anchor pair) while reducing the permissible

load.3) Valid for tensile load, shear load and oblique load under any angle. Restrictions for permanently

acting tensile loads see approval. For combinations of tensile loads, shear loads, bending moments see approval table 4.

4) gvz and A4. For exterior applications of galvanised screws measures against incoming humidity have to be taken.

5) Permissible loads in the weather shell of triple-skin outer wall panels see approval.

Frame fi xing SXS 4)

Highest permissible loads1) for a single anchor for multiple fi xings of non-structural applications in normal concrete ≥ C12/15 resp. ≥ B155). For the design the complete approval Z-21.2-1695 has to be considered.

LOADS

Cracked or Non-cracked concreteType Min.

embedment depthMin.

member thicknessPermissibletensile load

Permissibleshear load

Min.spacing

Min.edge distance

hnom (hv) hmin Nperm3) 6) Vperm

3) 6) smin2) cmin

2)

[mm] [mm] [kN] [kN] [mm] [mm]

SXS 10 50 100 2,0 5,4 55 1001) The required partial safety factors for material resistance as well as a partial safety factor for

load actions of L = 1,4 are considered.2) Minimum possible axial spacings resp. edge distance (anchor group) while reducing the permissi-

ble load.3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge

distances or spacings (anchor groups) see approval.


6) Valid for temperatures in the substrate up to +50°C (resp. short term up to 80°C). For long term temperatures up to 30°C higher permissible loads may be possible.

7) Values for concrete C12/15 see approval.


Highest permissible loads1) for a single anchor for multiple fi xings of non-structural applications in normal concrete ≥ C16/20 resp. ≥ B207). For the design the complete approval ETA-09/0352 has to be considered.

LOADS

Cracked concrete Non-cracked concreteType Min. embed-

ment depthMin. member

thicknessPermissible tensile load

Permissible shear load

Min. spacing Min. edge distance

Permissible tensile load

Permissible shear load

Min. spacing Min. edge distance

hnom (hv) hmin Nperm6) Vperm

6) smin2) cmin

2) Nperm6) Vperm

6) smin2) cmin

2)

[mm] [mm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]

SXS 10 50 100 1,7 3,0 55 50 2,0 3,0 55 60


Highest permissible loads1) for a single anchor in normal concrete ≥ C20/25 resp. ≥ B25.For the design the complete approval Z-21.2-1734 has to be considered.

1) The required partial safety factors for material resistance as well as a partial safety factor for load actions of L = 1,4 are considered.

2) Minimum possible axial spacings resp. edge distance (anchor group) while reducing the permissi-ble load. The combination of the given min. spacing and min. edge distance is not possible. One of them has to be increased according approval.

3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval.



LOADS

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Frame fi xing SXS


Frame fixing SXS-T

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Highest permissible loads1) for a single anchor for multiple fi xings of facades in masonry.For the design the complete approval Z-21.2-1695 has to be considered.

1) The required safety factors as regulated in the approval are considered.2) Minimum permissible spacing without reducing the permissible load.3) Valid for tensile load, shear load and oblique load under any angle. Restrictions for permanently

acting tensile loads see approval. For combinations of tensile loads, shear loads, bending moments see approval table 4.


5) The given values apply for rotary drilling in perforated bricks (without impact).6) Minimum permissible edge distance with surcharge as well as to not solidified joints. For edge

distance without surcharge see approval.8) The expansion part of the plug must be located in the web of the brick (see approval, appendix 6).9) The higher values apply to solid bricks without handling pocket.

LOADS

Solid brick masonry and perforated brick masonryType Compressive

brick strengthBrick type,

naming acc. DINMin.

embedment depthMin.

member thicknessPermissible

loadMin.

spacingMin.

edge distancefb hnom (hv) h (d) Fperm

3) 5) smin (a)2) cmin (ar)6)

[N/mm²] [-] [mm] [mm] [kN] [mm] [mm]

Solid brick MzSXS10 ≥ 12 Mz 50 15,3 0,8 (0,60)9) 100 100Solid sand-lime brick and solid block KSSXS10 ≥ 12 KS 50 15,3 0,8 (0,60)9) 100 100Hollow block of lightweight aggregate concrete HblSXS10 ≥ 2 Hbl 508) 15,3 0,25 250 100Solid brick and solid block of lightweight aggregate concrete VSXS10 ≥ 2 V 50 15,3 0,25 100 100


Highest permissible loads1) for a single anchor for multiple fi xings of non-structural applications in masonry.For the design the complete approval ETA-09/0352 has to be considered.

1) The required partial safety factors for material resistance as well as a partial safety factor for load actions of L = 1,4 are considered.

2) Minimum possible axial spacing (anchor group) while reducing the permissible load.3) Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile

loads, shear loads and bending moments see approval.4) gvz and A4. For exterior applications of galvanised screws measures against incoming humidity

have to be taken.

7) The given values apply for rotary drilling (without impact). The given loads are reference values which may change due to type of brick and manufacturer.


9) Drill hole created by hammer drill without impact.

LOADS

Solid brick masonry and perforated brick masonryType Compressive

brick strengthBrick type,

naming acc. DINMin.

embedment depthMin.

member thicknessPermissible

loadMin.

spacingMin.

edge distancefb [-] hnom (hv) hmin Fperm

3) 5) 6) smin2) cmin

2)

[N/mm²] [-] [mm] [mm] [kN] [mm] [mm]

Solid brick MzSXS10 ≥ 20 Mz 50 115 0,71 250 100Solid sand-lime brick KSSXS10 ≥ 28 KS 50 115 1,40 250 100Solid brick and solid block of lightweight aggregate concrete VSXS10 ≥ 12 V 50 115 1,00 250 100Aerated concrete block PB2, PP2SXS10 ≥ 2 PP/PB 50 175 0,327) 250 80Aerated concrete block PB7, PP7SXS10 ≥ 7 PP/PB 50 175 1,077) 250 100

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Frame fi xing SXS


Frame fixing SXS-T

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Type SXS 6 SXS 8

Screw diameter Ø [mm] 4,5 6Recommended loads in the respective base material Frec

2)

Concrete ≥ C12/15 [kN] 0,50 0,60Solid brick ≥ Mz 12 [kN] 0,20 0,40Solid sand-lime brick ≥ KS 12 [kN] 0,50 0,60Hollow block of lightweight aggregate concrete ≥ Hbl 2 [kN] 0,10 0,40Solid brick of lightweight aggregate concrete ≥ V2 [kN] - 0,10

Frame fi xing SXSHighest recommended loads1) for a single anchor.The given loads are valid for wood screws with the specifi ed diameter.

1) Required safety factors are considered. 2) Valid for tensile load, shear load and oblique load under any angle.

LOADS

Type SXS 6 SXS 8

Screw diameter Ø [mm] 4,5 6Recommended loads in the respective base material Frec

2)

Concrete ≥ C12/15 [kN] 0,30 0,50Solid brick ≥ Mz 12 [kN] 0,15 0,30Solid sand-lime brick ≥ KS 12 [kN] 0,30 0,50Hollow block of lightweight aggregate concrete ≥ Hbl 2 [kN] - 0,30

Frame fi xing SXSHighest recommended loads1) for a single anchor.The given loads are valid for chipboard screws with the specifi ed diameters.

1) Required safety factors are considered. 2) Valid for tensile load, shear load and oblique load under any angle.

LOADS

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Frame fi xing SXS


Frame fixing SXS-T

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frame fixing sxs-t

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