glass façade fixings

Glass Façade Fixings

Quality, innovation, support

These three words are at the heart of everything CFS provides to the façade industry, and remain as true today as when the business was fi rst founded back in 2000 by Tim Chart.

The goal of CFS is simple: provide an enhanced level of service within the existing market, while always deliver cost-effective, technically brilliant solutions that resolve any application problem. Making this goal a reality is only possible through the drive, passion and commitment of the whole CFS team, who for over a decade have held the company’s philosophy true:

Analysis – Discussion – Action – ResultQuality products you can trust

Ideally suited to concrete, steel or composite structures, the highly innovative CFS product range includes cast in inserts, sled type inserts for composite structures,

through bolt fi xings & fabricated weight brackets to cover all your glass facade requirements. However, the company is forever pushing to develop new products to meet the needs of an ever-changing industry. Product quality is also key to CFS’ continued success, which is why the company is proud to be ISO 9001 certifi ed.

Testing and technical support

CFS is a member of the LEEA Association (Lifting Equipment Engineers Association) and fully understands the importance of on-site testing for both safety reasons and for peace of mind. CFS can also provide rapid technical backup for the many products provided, while full AutoCAD drawing services are available. Furthermore, CFS has the services of qualifi ed engineers to assist with all projects and carries professional indemnity.

Recent CFS projects include: 30 Crown Place, 1 Green Place, Greenwich Peninsula, 22-24 Farringdon Street, Mid City Place Project.

A brief introduction to CFS

Contents

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18 Delivery service

Curtain wall weight bracket fi xed to concrete structure with cast-in channels

Fixed to metal deck fl oor structure with cast in channels

Fixed to steel structure with welded on steel channels

Fixed to steel structure with blind bolts

Fixed to concrete structure with Fischer drills fi xings

Weight brackets fabrication

Design

Site testing

Fischer drilled bolt data / FZP undercut glass anchors

Curtain wall weight bracket fi xed to concrete structure with cast-in channelsCast in channels are available to suit a wide range of load requirements. Hot dip galvanised and stainless steel fi nishes are produced. Compatible T bolts in electroplated, spun galvanised or stainless steel can be provided. Cast in channels are ideal for fi xing curtain wall mullions to top or soffi t of concrete slabs. Vertical loads can be accommodated by the use of toothed channel.

Fixing Curtain Wall Mullions


Cast-in Channel

Anchor ‘T’ anchor 125 x 50 x 5orstud anchor

‘T’ anchor125 x 40 x 5orstud anchor

Stud anchor60 x 10 x 20or waved anchor90 x 30 x 3



Stud anchor40 x 6 x 12

Channel 72/49 54/33 49/30 40/25 38/17 28/15

Available sizes

15

28

17

38

40

25

49

30

54

33

49

72

15

28

17

38

40

25

49

30

54

33

49

72

15

28

17

38

40

25

49

30

54

33

49

72

15

28

17

38

40

25

49

30

54

33

49

72

15

28

17

38

40

25

49

30

54

33

49

72

15

28

17

38

40

25

49

30

54

33

49

72

Technical Details

Minimum edge distances for concrete 30N/mm min. strength

Increased pull-out loads for cast-in channels

Channel

Normal load Increased load

Single point load (F) over two bolts (F2) at reduced (150mm) anchor spacing (F1)

40/25 8.0kN 10.0kN 10.0kN

40/22 8.0kN 10.0kN 10.0kN

38/17 6.0kN 7.0kN 7.0kN

41/22 8.0kN 10.0kN 10.0kN

In combined load situations the resultant must not exceed the allowable pull-out load of the channel.

100 250

150mm (recommended minimum)

F F 2F2

Fr Fr Fr Fr Fr Fr

‘α’

15° min

‘β’

Load on two bolts (at standard anchor spacing)

100 250


F F 2F2

Fr Fr Fr Fr Fr Fr

‘α’

15° min

‘β’

Reduced anchor spacing

Standard Short piece cast-in channels

Anchor centres (mm) 100 150 200 250 150 150 250 250

Standard channel lengths 150mm 200mm 250mm 300mm 350mm 550mm

100 250


F F 2F2

Fr Fr Fr Fr Fr Fr

‘α’

15° min

‘β’

Other short lengths are available to order, please consult CFS.

Channel

Edge distance End Edge distance Max. extreme bolt position, ‘α’Min. cut edge distance, ‘ß‘

Load in any direction from centre of bolt. See ‘α’

72/49 130mm 40mm (30mm)

54/33 100mm 30mm (25mm)

49/30 85mm 25mm (20mm)

40/25 75mm 20mm (20mm)

38/17 75mm 18mm (20mm)

28/15

Pull-out loads or Resultant Loads

130mm

100mm

85mm

75mm

75mm

50mm

Pull out load capacity SWL kN

32

25

12.5

8

6

3.5

Shear loadcapacitySWL kN

32

25

15

10

7.5

3.5

Shear loads

200mm

150mm

110mm

100mm

100mm

65mm 50mm 18mm (15mm)

‘α’15° min

‘β’

T-BoltsCFS T-bolts are drop forged and each bolt type A, B, C, D and E is specifi cally designed to be used with the appropriate channel section. All mild steel T-bolts are supplied electroplated fi nish as standard grade 4.6. They are also available grade 4.6 hot dip spun galvanised to BS-1971 to provide a minimum of 43 microns thickness. Stainless steel T-bolts are A2 grade 50. Grade A4 and class 70 are also available to order. Please note that when deciding the correct channel and ‘T’-bolt combination the load capacity of both channel and ‘T’-bolt need to be taken into consideration.

Channel Bolt diameter SWL kN Length HD spun grade 4.6 GALV Stainless steel A2 Bolt type

72/49M30M24M20

61.738.827.0

100, 20075, 100, 20075, 100, 200

50, 100 A

54/33& 49/30

M20M16M12

27.017.39.3

50, 80, 10040, 50, 60, 80, 100, 150, 20040, 50, 60, 80, 100, 150, 200

50, 80, 10040, 50, 80, 100, 15040, 50, 80, 100

B

40/25 M16M12

17.39.3

40, 50, 60, 80, 100, 15040, 50, 60, 80, 100

50, 60, 80, 100, 15050, 60, 80, 100, 150

C

38/17M16M12M10

17.39.36.4

40, 50, 60, 80, 100, 15040, 50, 80, 100, 15040, 50, 60

40, 50, 80, 100, 15040, 50, 80, 100, 15040, 50, 60

D

28/15 M10M8

6.44.0

30, 50, 75, 10030, 50, 75

30, 50, 80, 10030, 50, 80

E

T-Bolts

Other T Bolt lengths are available to order, please consult CFS.


Bolt size

Grade 4.6 and stainless steel Grade 8.8

Torque NmMax. Load kN*

Torque NmMax. Load kN*

pull-out+shear longitudinal pull-out+shear

M6M8M10

3815

2.24.06.4 40 3.0 13.3

M12M16M20

2560120

9.317.327.0

70150300

3.08.010.5

19.436.156.4

M24M27M30

200300400

38.850.561.7

500500n/a

12.612.6n/a

81.2106.0n/a

M12 toothedM16 toothed

2570

9.317.3

7070

5.55.5

19.436.1

T-bolt allowable load capacity and torque values

T-Bolts to suit

Channel profi le

Bolt diameter

T-bolt lengths available (mm)Grade 8.8 (CZS)

Stainless steel bolt lengths available (mm)A4 (CZS) A2 (CZS)

38/23 M16 30, 40, 50, 60, 80, 100, 125, 150, 200, 300

60

M12 30, 40, 50, 60, 80, 100, 125, 150, 200, 300

41/22 M16 50, 100 35, 50 40, 50, 60, 75

M12 35, 50 35, 50, 80 50

T-head bolts for channels CHT 38/23 and 41/22

Toothed Channel Type CHT

Allowablelongitudinalload

7 mm

Bolt length

Teeth pitch3 mm

60 min

250 250

250 150 150

150 C1 C2

C3

Boltdiameter

Channel profi le (CHT)

Allowable loads in reinforced concrete (kN)†

Long length Short channel or single bolt with bolt pair 3-anchor

(longitudinal loads)Long length Bolt pairor single bolt 2-anchor* 3-anchor*

Minimum spacing in reinforced concrete (mm)Channel spacingNormal pair Parallel edge End edgeC1 C2 C3

T-bolts Grade 8.8

M16 38/2341/22

12.0 20.08.0 14.0

12.0 20.0 24.05.5 8.0 110

125 85 75100 75 60

M12 38/2341/22

12.0 20.08.0 14.0

12.0 20.0 24.05.5 8.0 11.0

125 85 75100 75 50

Stainless steel bolts

M16 41/22 8.0 14.0 5.5 8.0 11.0 100 75 60

M12 41/22 8.0 14.0 4.0 8.0 8.0 100 75 50


7 mm

Bolt length

Teeth pitch3 mm

60 min

250 250

250 150 150

150 C1 C2

C3

Notes: *Subject to check on resultant load. †Pull-out, transverse shear or resultant loads.Allowable loads quoted are after application of a Safety Factor of approximately 2.5 on test in reinforced concrete.For extreme bolt positions and minimum cut edge distances, please consult CFS Ltd.Two bolts on the same channel taking longitudinal loads can be as little as 50mm apart, please consult CFS Ltd.


7 mm

Bolt length

Teeth pitch3 mm

60 min

250 250

250 150 150

150 C1 C2

C3


7 mm

Bolt length

Teeth pitch3 mm

60 min

250 250

250 150 150

150 C1 C2

C3


7 mm

Bolt length

Teeth pitch3 mm

60 min

250 250

250 150 150

150 C1 C2

C3


7 mm

Bolt length

Teeth pitch3 mm

60 min

250 250

250 150 150

150 C1 C2

C3

Bolt loads must not exceed the allowable channel loads.

Cast-in Channel

Sled Channels for metal deck fl oorsCFS sled channels are designed to to be used in the top surface of metal deck fl oors. Sled channel assemblies allow channel inserts to be easily positioned so that they are fl ush with the surface of the concrete and maintain a correct edge distance from the decking edge trim.

Sled channel assemblies are fabricated to suit your particular project requirements. We manufacture to suit your slab depth and decking type and edge condition details. CFS will be pleased to advise of the most economical assembly for you.

Channel Min. edgedistance e

Resultant Loads (R)Single point Bolt pair*

Reinforcement requirements

38/17 100mm 6kN 12kN Standard mesh and 10mm dia. bar4560mm longwith4 No. 10mm dia.Bobs (300/80)

40/25 125mm 8kN 16kN

49/30 150mm 10kN 20kNNotes: Quoted loads assume unit cast into lightweight concrete minimum 130mm thick, 25 N/mm2 strength and are after the application of a safety factor of approximately 3:1.*Loads quoted assume the component is fi xed to sled assembly using two bolts minimum 100mm apart.

Sled allowable load datafor typical example when used to fi x curtain walling

e

≥ 50

Resultantload (R)

Additional reinforcement

Mesh

≥ 25

Typical Sled detail

Edge spacers give precise setting out.

Manufactured to suit the slab depth or to sit on top of the ribs.Please advise your exact decking detail.

Single, double or triple channel assemblies can be produced.

Fixed to metal deck fl oor structure with cast in channelsCast in Channels with dedicated ‘Sled’ support feet are available to suit metal deck fl oor applications. This ensures that the channels are held in position fl ush with the concrete surface. CFS can advise on the optimum support ‘Sled’ design to suit your particular fl oor profi le. Channel assemblies can be produced with pre galvanised support feet for a high degree of accuracy or with a hot dip galvanised full frame.


Fixed to steel structure with welded on steel channelsPlain back channels are available for welding or bolting to structural steelwork. The maximum length of channels available is 3.0 m length up to 3.0 meters can be cut to suit your requirements.

Fixed to steel structure with blind boltsCFS can provide ‘Blind Bolt’ fi xings. There are ideal for situations where you may be connecting to an enclosed steel section or those which have diffi cult access. Available electroplated stainless steel fi nishes.

Bolt Size Box Qty Hole Diameter

Fixing Thickness Min Max

Anchor Clearance

Depth Clearance

Minimum Hole Centres

M8 x 50 50 9 9 24 19 25 20

M10 x 60 40 11 10 30 23 30 20

M10 x 130 20 11 55 100 23 30 20

M12 x 70 20 13 12 35 26 35 25

M16 x 90* 20 17 13 43 36 43 35

M20 x 110* 10 22 21 56 44 56 48

M20 x 140* 10 22 21 86 44 56 48

M20 x 160* 10 22 65 100 44 56 48

M20 x 180* 10 22 80 120 44 56 48

M20 x 250* 10 22 130 185 44 56 48

M24 x 130* 5 26 21 66 53 64 48

Blind Bolt Technical Data

Welded to Steel Sections

Fixed with Blind Bolts

*We strongly recommend the use of our safety gauges when installing these bolts

9 www.cfsfi xings.com

Fixed to concrete structure with Fischer drills fi xingsCFS is a main distributor for Fischer fi xings. We have worked closely in construction with Fischer to ensure optimum solutions for all your applications. We have rapid to use drill thru fi xings that do not require removal of the brackets to be fi xed.

FBN reference for lower load applications.

Bolt FBN IIzinc-plated steel

FAZ and FHB reference for higher load applications.

RGM Resin Anchors for diffi cult substrates, such as block work.

Anchor bolt FAZ II, zinc-plated steel

FHB II-A S (standard) zinc-plated steel

Threaded rod RG M A4/C stainless steel A4 or highly corrosion-resistant steel

CFS has undertaken a considerable amount of R&D together with Fischer to provide the best solution.


Weight brackets fabricationCFS can produce curtain wall weight brackets in mild steel, galvanised or stainless steel. Mild steel brackets can be supplied in primer, hot dip galvanised or stainless steel fi nish. Laser profi ling is used where appropriate to ensure a high degree of accuracy. Rapid turn round times are possible.

DesignCFS can help you with Autocad design to produce the most economical user friendly design to suite your application. We can analyse your loads to select the correct channel profi le. Curtain wall brackets designs can also be optimised, taking in to account your facade dead and wind loads. Fischer drill fi xing applications are calculated utilising the Compufi x Software programme.

Site TestingCFS is a member of LEEA professional body and is certifi ed for testing. Should you have diffi cult on unusual applications we can help provide safe working or ultimate load capacity of a particular fi xing with a site test. CFS equipment is calibrated and we can test up to 12.5T point load. Test rigs to simulate angled resultant forces can be fabricated. CFS has experienced test engineers who can be with you at short notice.

Typical weight bracket


Fischer drilled bolt data

Anchor bolt FAZ IIThe strong, easy-to-install expansion bolt for cracked concrete.

Anchor bolt FAZ II, zinc-plated steel

Anchor bolt FAZ A4, stainless steel A4

Anchor bolt FAZ C, highly corrosion-resistant steel 1.4529

Description

• Anchor bolt for push-through installation.

• When the hexagonal nut is tightened, the tapered bolt is pulled into the expansion clip and expands it against the drill hole wall.

• The FAZ II made of stainless steel A4 is for outdoor applications and for damp rooms. Highly corrosion-resistant steel (material number 1.4529) for applications in aggressive atmospheres.

• FAZ-GS with large pre-assembled washer for fi xings through oblong holes.

Advantages/benefi ts

• Optimised expansion clip ensures uniform load distribution for high permissible loads and small edge distances and axial spacings with structural elements, as well as secure expansion, even in cracked concrete.

• Installation-friendly, since only a few revolutions are necessary to apply the torque.


• Highest tensile and shear loads, that means: more safety with fewer total fi xing points and thus lower costs

• Can be used in extremely thin concrete panels, starting at 80 mm thickness

• Smallest edge distances and axial spacings for more application options

• Low driving-in energy, small tightening distance and thus extremely handy for installation work

• High steel ductility enables subsequent alignment using a hammer

The black expansion clipmakes the FAZ II easily distinguishable from its predecessor.

The distinctive collarensures that the clip stays in its position even when reinforcements are hit or there are voids when it is driven in.

The unit of cone and expansion clipincreases the tensile strength by up to 38 % in comparison to its predecessor and provides small edge distances and axial spacings, easy driving-in and a short tightening distance.

The optimised shaftallows shear forces that are up to 96 % higher than those of the predecessor product. With its optimised diameter, it can be driven in easily and if necessary can also be aligned afterwards.

Anchor typeFAZ II 8 FAZ II 10 FAZ II 12 FAZ II 16 FAZ II 20 FAZ II 24

gvz A4 C gvz A4 C gvz A4 C gvz A4 C gvz A4 C gvz A4 C

Effective anchorage depth hef (mm) 45 60 70 85 100 125

Permissible tensile load Nperm of one single anchor without edge infl uence, i.e. edge distance c ≥ 1.5 x hef and spacing s ≥ 3 x hef

in cracked concrete C20/252) Nperm (kN) 2,4 4,3 7,6 13,4 17,1 24,0

in non-cracked concrete C20/252) Nperm (kN) 4,3 7,6 11,9 18,8 24,0 33,5

Permissible shear load Vperm of one single anchor without edge infl uence, i.e. edge distance c ≥ 10 x hef and spacing s ≥ 3 x hef

in cracked and non-cracked concrete C20/252) Vperm (kN) 6,9 11,4 16,9 31,4 40,0 49,1

Permissible bending moment Mperm (Nm) 14,9 33,1 52,6 133,1 278,3 439,4

Anchor characteristics

Characteristic spacing Scr,N (mm) 140 180 210 260 300 380

Characteristic edge distance Ccr,N (mm) 70 90 105 130 150 190

Standard structural component thickness (≥ 2 x hef) hmin,1

Minimum spacing smin

for c ≥

Minimum edge distance cmin

for s ≥

(mm) 100 120 140 170 200 250

(mm) 35 (40)3) 40 45 (50)3) 60 95 100

(mm) 50 55 (60)3) 70 95 140 (180)3) 170 (200)3)

(mm) 40 45 55 65 85 (95)3) 100 (135) 3)

(mm) 70 (100) 3) 80 110 150 190 220 (235) 3)

Reduced structural component thickness (< 2 x hef) hmin,2

Minimum spacing smin

for c ≥

Minimum edge distance cmin

for s ≥

(mm) 80 100 120 140 160 200

(mm) 35 40 50 80 125 150

(mm) 70 100 90 130 220 230

(mm) 40 60 60 65 125 135

(mm) 100 90 120 180 230 235

Nominal drill diameter d0 (mm) 8 10 12 16 20 24

Drill hole depth h1 ≥ (mm) 55 75 90 110 125 155

Clearance-hole in fi xture to be attached d1 ≤ (mm) 9 12 14 18 22 26

Installation torque Tinst 20 45 60 110 200 270

Loads

Permissible loads1) of single anchors in normal-weight concrete C20/252). For the design the complete approval ETA-05/0069 is to be observed.

Note: With the fi scher Design Software COMPUFIX you can use the full performance of the fi scher Anchor bolt FAZ II and you are able to do designs under individual application conditions.1) The partial safety factors for resistance and the partial safety factor for load w ith γF = 1.4 are considered. Please observe the design method A (ETAG, annex C) if combined

tensile and shear loads, edge infl uences and infl uences of spacings of anch

2) The concrete is considered to be normally reinforced or non-reinforced; For higher concrete strength classes an increase in performace of up to 55 % is possible.4) Values in brackets are valid for non-cracked concrete only.

FAZ II – Advantages at a glance


Resin anchor RThe expansion-free anchoring in non-cracked concrete.

Resin capsule R M

Threaded rod RG M, zinc-plated steel

Threaded rod RG M A4 / C, stainless steel A4 or highly corrosion-resistant steel

Description

• This tried and tested fi xing system consists of the RG M threaded and resin capsule RM.

• The 2-component resin capsule RM contains quick-setting styrene-free vinyl ester resin and hardener.

• During setting, the tip of the threaded rod destroys the capsule in the drill hole, which mix and activate the mortar.

• The resin adheres to the entire surface of the threaded rod, bonding it to the wall of the drilled hole.


• Threaded rods are supplied with an easy to use hexagonal installation drive or can be installed with an adapter.

• High-performance resin guarantees high loads in noncracked concrete.

• The resin anchoring is free of expansion forces and permits small axial spacings and edge distances.

• Wide range for many applications.

• New European design method enables optimum use of the anchor system for cost-effi cient fi xing.

Non-cracked concrete

Anchor Size M8 M10 M12 M16 M20 M24 M27 M30

Effective anchorage depth hef (mm) 80 90 110 125 170 210 250 280

Drill hole depth h0≥ (mm) 80 90 110 125 170 210 250 280

Drill hole diameter d0 (mm) 10 12 14 18 25 28 32 35

Recommended loads Nrec and Vrec (kN) as a single fi xing

Tensile 0˚ Nrec (kN)gvz 8.3 11.7 17.2 26.1 44.4 65.8 86.9 85.2

A4 / C 8.3 11.7 17.2 26.1 44.4 65.8 86.9 85.2

Shear 90˚ Vrec (kN)

gvz 5.4 8.6 12.5 23.3 36.4 52.4 68.2 83.3

A4 5.9 9.3 13.5 25.2 39.3 56.6 73.6 89.9

C 7.3 11.6 16.9 31.4 49.0 70.6 – 112.2

Component dimensions, minimum axial spacings and edge distances

Min. axial spacing 1) smin (mm) 40 45 55 65 85 105 125 140

Min. edge distance 1) cmin (mm) 40 45 55 65 85 105 125 140

Min. structural component thickness hmin (mm) 130 140 160 175 220 260 300 330

Required torque Tinst (mm) 10 20 40 60 120 150 200 300

Loads

Recommended loads for single anchors of fi scher Resin anchor R with large axial spacing and edge distance.

1) For min. axial spacing and min. edge distance the above described loads have to be reduced! (see “Technical Handbook” or design software “CC-Compufi x”)

All load values apply for concrete C 20/25 without edge or spacing infl uence.

Design resistant loads: material safety factor γM is included. Material safety factor γM depends on type of anchor.

Recommended loads: material safety factor γM and safety factor for load γL = 1.4 are included.

The conditions of application differ from those given in the European Technical Approval. For further detailed information about the ETA please contact the fi scher technical service department.


Bolt FBN IIThe fl exible, low-cost expansion bolt for the non-cracked compression zone.

Bolt FBN II, zinc-plated steel

Bolt FBN A4, stainless steel

Description

• Anchor bolt for push-through and pre-positioned installation

• When the hexagon nut is tightened, the tapered bolt is pulled into the expansion clip and expands it against the hole wall.

• A4 stainless steel and hot-dip galvanised version for outdoor use and in damp conditions.


• Long thread allows stand-off installations and variable usable lengths.

• FBN II 8 K to FBN II 20 K mm diameter also for reduced anchorage depths, e.g. for small loads or if reinforcements are hit.

• Embossed letter on the head for subsequent control of the installation as it indicates the setting depth.

Anchor typeFBN II M63) FBN II M8 FBN II M10 FBN II M12 FBN II M16

gvz A4 gvz A4 gvz A4 gvz A4 gvz A4

Effective anchorage depth hef (mm) 30 30 303) 40 303) 40 40 50 40 50 50 65 50 65 65 80 65 80

Permissible tensile load Nperm of one single anchor without edge infl uence, i.e. edge distance c ≥ 1.5 x hef and axial spacing s ≥ 3 x hef

in non-cracked concrete C20/252) Nperm (kN) 2,9 2,9 2,93) 6,1 2,93) 6,1 6,1 8,5 6,1 8,5 8,5 12,6 8,5 12,6 12,6 17,2 12,6 17,2

Permissible shear load Vperm of one single anchor without edge infl uence, i.e. edge distance c ≥ 10 x hef and axial spacing s ≥ 3 x hef

in cracked and non-cracked concrete C20/252) Vperm (kN) 2,7 3,0 4,03) 6,1 4,03) 6,1 6,1 8,5 6,1 8,5 8,5 12,0 8,5 15,7 22,9 22,9 25,2 29,1

Permissible bending moment Mperm (Nm) 4 4,6 10,93) 13,1 12,0 14,9 25,1 25,7 26,9 29,7 45,1 48,6 114,3 123,4

Anchor characteristics

Characteristic axial spacing Scr,N (mm) 90 90 903) 120 903) 120 120 150 120 150 150 195 150 195 195 240 190 240

Characteristic edge distance Ccr,N (mm) 45 45 453) 60 453) 60 60 75 60 75 75 97,5 75 97,5 97,5 120 97,5 120

Minimum axial spacing smin (mm) 50 50 403) 40 503) 40 50 50 50 70 70 70 70 70 90 90 90 120

Minimum edge distance cmin (mm) 100 100 403) 40 453) 45 80 50 80 55 100 70 100 70 120 90 120 80

Minimum structural component thickness hmin (mm) 100 100 100 100 100 100 100 100 100 100 100 120 100 120 120 160 120 160

Nominal drill diameter d0 (mm) 6 6 8 8 10 10 12 12 16 16

Drill hole depth h1 ≥ (mm) 40 40 463) 56 463) 56 58 68 58 68 70 85 70 85 89 104 89 104

Clearance-hole in fi xture to be attached d1 ≤ (mm) 7 7 9 9 12 12 14 14 18 18

Installation torque Tinst (Nm) 4 4 15 10 30 20 50 35 100 80

Loads

Permissible loads1) of single anchors in normal-weight concrete C20/252). For the design the complete approval ETA-07/XXXX (FBN II gvz) resp. ETA-02/0037 (FBN A4) is to be observed.

Note: With the fi scher Design Software COMPUFIX you can use the full performance of the fi scher Bolt FBN and you are able to do designs under individual application conditions.1) The partial safety factors for resistance and the partial safety factor for load with γF = 1,4 are considered.

Please observe the design method A (ETAG, annex C) if combined tensile and shear loads, edge infl uences and infl uences of spacings of anch 2) The concrete is considered to be normally reinforced or non-reinforced; For higher concrete strength classes an increase in performace of up to 55 % is possible. 3) Use restricted to anchoring of structural components which are statically indeterminate.


Highbond anchor FHB IIFlexible installation and highest loads in the cracked tensile zone.

FHB II-A S (standard), zinc-plated steel

FHB II-A L (performance-optimised), zinc-plated steel

Resin capsuleFHB II-P

Fast-cure Resin capsule FHB II-P F

Injection mortar FIS HB 345 S + static mixer FIS S

Injection mortar FIS HB 150C

Description

• The bonded anchor suitable for cracked concrete consists of the Anchor rod FHB II-A L (long version) or FHB II-A S (short version) and resin capsule FHB II P / P F or Injection mortar FIS HB.

• The capsule FHB II-P contains vinyl ester resin, the capsuale FHB II- PF contains special formulated vinyl ester resin for faster curing times.

• The FIS HB injection mortar is a high-strength 2-component vinyl ester mortar.

• When using the Injection mortar FIS HB 345 S a special injection gun is needed (see pages 35). By using the injection gun the two components are mixed together and activated in the static mixer.

• Partially used cartridges can be reused, simply by changing the static mixer.

• The mortar bonds the entire surface of the anchor rod to the wall of the drilled hole and largely seals the hole.

• Anchor rod FHB II-A made of A4 stainless steel for outdoor use and in damp conditions. Highly corrosion-resistant steel C (material no. 1.4529) for applications in aggressive atmospheres (e.g. tunnels, swimming baths).

Injection mortar FIS VThe high-performance hybrid mortar in the shuttle cartridge.

Injection mortarFIS V 360 S, styrene free

Static mixer FIS S

Injection mortarFIS V 950 S, styrene free


• High-performance hybrid mortar for high loads in almost all building materials.

• Universal fi xing system for a broad range of applications on building sites.

• Expansion-free anchoring allows low axial spacings and edge distances.

• Extensive range of accessories for a wide variety of applications.

• Ergonomic injection guns for quick and easy installation.

• A variety of approvals cover many applications in nearly all building material and guarantee maximum safety.

• First injection system world-wide with approvals for concrete, reinforcement bars, solid bricks, perforated bricks and aircrete.Description

• Styrene-free, quick-curing high-performance hybrid mortar (contains vinyl ester resin and cement).

• Resin and cement as well as water and hardener are stored in two separate chambers and are not mixed and activated until pushed through the static mixer.

• Partially-used cartridges can easily be reused by changing the static mixer.


Non-cracked concrete

Anchor Size M 8x60 M 10x60 M 10x95 M 12x75 M 12x120 M 16x95 M 16x160 M 20x210 M 24x170

Type of anchor A L A S A L A S A L A S A L A L A S

Effective anchorage depth hef (mm) 60 60 95 75 120 95 160 210 170

Drill hole depth h0≥ (mm) 75 75 110 90 135 110 175 235 190

Drill hole diameter d0 (mm) 10 10 12 12 14 16 18 25 25

Recommended loads Nrec and Vrec (kN)

Tensile 0˚ Nrec (kN) gvz/A4/C 10.4 10.4 16.4 15.6 23.7 22.2 46.0 65.5 53.2

Shear 90˚ Vrec

(kN) gvz 7.5 10.7 11.9 15.6 17.3 29.0 32.2 50.2 65.3

(kN) A4 8.3 13.3 13.3 19.3 19.3 35.8 35.8 55.9 71.1

(kN) C 8.3 13.3 13.3 19.3 19.3 35.8 35.8 55.9 80.6


Min. axial spacing 1) smin (mm) 40 40 40 40 50 50 70 90 80

Min. edge distance 1) Cmin (mm) 40 40 40 40 50 50 70 90 80

Min. structural component thickness hmin (mm) 100 100 140 120 170 150 220 280 240

Clearance hole in fi xture to be attached df (mm) 9 12 12 14 14 18 18 22 26

Required torque Tinst (Nm) 15 15 20 30 40 50 50 100 100

Cracked concrete

Anchor Size M 8x60 M 10x60 M 10x95 M 12x75 M 12x120 M 16x95 M 16x160 M 20x210 M 24x170

Type of anchor A L A S A L A S A L A S A L A L A S

Effective anchorage depth hef (mm) 60 60 95 75 120 95 160 210 170

Drill hole depth h0≥ (mm) 75 75 110 90 135 110 175 235 190

Drill hole diameter d0 (mm) 10 10 12 12 14 16 18 25 25

Recommended loads Nrec and Vrec (kN)

Tensile 0˚ Nrec (kN) gvz/A4/C 8.0 8.0 15.9 11.1 22.5 15.9 34.7 52.2 38.0

Shear 90˚ Vrec

(kN) gvz 7.5 10.7 11.9 15.6 17.3 29.0 32.2 50.2 65.3

(kN) A4 8.3 13.3 13.3 19.3 19.3 31.7 35.8 55.9 71.1

(kN) C 8.3 13.3 13.3 19.3 19.3 31.7 35.8 55.9 76.0


Min. axial spacing 1) smin (mm) 40 40 40 40 50 50 70 90 80

Min. edge distance 1) Cmin (mm) 40 40 40 40 50 50 70 90 80

Min. structural component thickness hmin (mm) 100 100 140 120 170 150 220 280 240

Clearance hole in fi xture to be attached df (mm) 9 12 12 14 14 18 18 22 26

Required torque Tinst (Nm) 15 15 20 30 40 50 60 100 100

Loads

Recommended loads for single anchors of fi scher Highbond anchor FHB II with large axial spacing and edge distance

1) For min. axial spacing and min. edge distance the above described loads have to be reduced! (See “Technical Handbook“ or design software “CC-Compufi x“)

All values apply for concrete C 20/25 without edge or spacing infl uence.

Design loads: material safety factor γM is included. Material safety factor γM depends on type of anchor.

Recommended loads: material safety factor γM and safety factor for load γL = 1.4 are included.


Anchors for Glass (FZP-G)The revolutionary new glass anchor is available for a wide range of glass thicknesses including laminated safety glass. As with ceramics, the glass anchor is designed to prevent transmission of compressive forces from the fi xing into the face of the glass. This greatly improves impact resistance.

Article No. DescriptionInstalled Anchor

Depth (mm)Drill Diameter

(mm)Glass Thickness

(mm)Thread

Diameter (mm)Free Stud

Length (mm)

91044 FZP 13x5 M6/10 G 5 13 8 M6 10

47254 FZP 15x6 M8/11 GZ 6 15 10 M8 11.5

47259 FZP 15x6 M8/25 GZ 6 15 10 M8 25

47273 FZP 15x7 M8/10.5 GZ 7 15 12 M8 10.5

47274 FZP 15x7 M8/24 GZ 7 15 12 M8 24

47300 FZP 15x15.5 M8/16 G-Z 15.5 15 10/8 M8 16

50407 FZP 15x17.5 M8/14 G-Z 17.5 15 10/10 M8 14

Anchors for Glass Technical Data


Fischer FZP undercut anchorsThe Fischer Zykon Panel anchor offers many benefi ts when installing a façade:

• The FZP anchor offers a stress free fi xing in the façade panel material thus allowing fi xing with a variety of different material grades

• High pull out values can be achieved when compared to traditional dowel fi xings

• Panel bending moments can be optimised due to fl exibility in positioning the anchors in the rear of the panel. Reduction in bending moments allows a reduction in overall panel thickness of up to 50%.

Drilling TechnologyVB240nc

Vertical drilling machine for creating undercut holes for the FZP-G fi scher fi xings for glass. Fully automatic CNC drilling process with built in quality control systems. Capable of drilling glass panels up to 2.2 x 4.0m in size.

ASV350G

Setting machine for the installation of fi scher FZP-G undercut anchors into toughened glass. Torque control system allows safe installation of anchors into glass panels.

Delivery ServiceCFS is very much in harmony with customer requirements. We can provide same day delivery service if required. Stock products are normally sent on a next day delivery service. Orders for standard products can be sent during the working day.

F

FZP

S

F

x x15

Dowel

F

x35 x1

5

F

FZP

S

F

x x15

Dowel

F

x35 x1

5

Construction Fixing Systems LimitedUnit 2, Westfi eld Estate, Henley Road, Medmenham, Marlow, Buckinghamshire SL7 2TA. UK

Telephone. +44 (0) 1491 576466Fax. +44 (0) 1491 578166

Email. sales@cfs-fi xings.co.ukwww.cfsfi xings.com

glass façade fixings

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