36
FB 07.1-E FAÇADE HALFEN PRECAST PANEL ANCHORS
FB 07.1-E
FAÇADE
HALFEN PRECAST PANEL ANCHORS
HALFEN
Global market leader for f ix ing systems for concrete façades
MST.factory, HTP Husemann,Timmermann and partner,Braunschweig
Hotel Royal Meridien,Engineering consultants Windels, Timm, Morgen, Hamburg
Alexa Berlin, Ortner & Ortner, Berlin/RTKL, Baltimore,Berlin
HALFEN
Global market leader for f ix ing systems for concrete façades
In this catalog, you will find all the necessary constructional planning and dimen-sioning information and details necessary for the constructive design of concrete façades.
In addition, we support you in your planning with our HALFEN Software, through the support consultation of our representatives and the project work of our techni-cians.
The products from HALFEN offer safety and quality and protection for you and your company.
The suspended panel
▪ Many types of architecture▪ Economical▪ Fast installation▪ High insulation thicknesses
The angled panel
▪ Aesthetic building isolation▪ Avoidance of cold bridges▪ Fast installation and storage
The parapet panel
▪ Higher level of prefabrication▪ Many types of architecture▪ Safe and quick installation
Basic planning information for the concrete façadeYou want to implement your ideas from the planning safely and eco-nomically.
Innovative production techniques of the prefabricated concrete works and the new, self-sealing types of concrete make new and modern surface structures possible, together with a wide range of façades con-nectors from high quality, efficient, practical and sophisticated prefabri-cated concrete components.
These façades will be secured to the load-bearing construction of the building as independent, thin façade elements . In doing this, a differentiation is made between the following types of construction:
▪ suspended façade panels▪ angled panels▪ parapet elements
This catalog presents the necessary anchoring and fixation elements for various types of construction for concrete façades.
HALFEN will assist you with its ex-tensive experience and its compre-hensive range of products from the start of the planning, through the dimensioning and static consulta-tion up to the installation of the constructions. We will thereby support you in the realization of your planning.
3
HALFEN FIXATION SYSTEMS FOR CONCRETE FAÇADES
Contents
FPA-3 Page 7 FPA-5 Page 8 FPA-5S Page 8
FPA-S FPA-5Z Page 8 FPA-5A / FPA-5AZ Page 9
Façade panel anchors with cast-in part in the façade element and in the supporting structure (cast-in part); connected together by installation parts.
Façade panel anchors with cast-in part in the façade element. Fixation of the installation part to the supporting struc-ture with either HALFEN HB anchor bolts or HALFEN cast-in channels.
Façade panel anchors with HALFEN cast-in channel as cast-in part in the façade element and with fixation of the installation part to an HALFEN HB anchor bolt or to a HALFEN cast-in channel.
Façade panel anchors with cast-in part in the façade element and with two-point suspension of the installation parts to the supporting structure.
Façade panel anchors for roof parapet with cast-in part in the façade element and with HALFEN HB anchor bolt fixation of the installation part to the supporting structure.
Façade panel anchors with cast-in part in the façade element. Fixation of the installation part from the side with HALFEN HB anchor bolt to the sup-porting element.
Type
-appr
oved
Type
-appr
oved
4
Einwirkungen:G = Vertikalgewicht aus anteiligem Eigengewicht der PlatteBei symmetrischer Aufhängung ist G pro Anker = ½ Gewicht der PlatteW = Windlast pro Horizontalanker (¼ Windlast auf Platte)
Bei unterschiedlichen Überständen der Abstützungen oder beiSpitzensog sind die Horizontallasten genauer zu bestimmenwd = 1,25 x cp x q x antlg. Aws = 1,1 x cp x q x antlg. A
lt. Gutachten globale Sicherheit von 1,2 gegen AbhebenTeilsicherheitsbeiwerte für Einwirkungen:γG = 1,35 ständige Einwirkung (Eigenlast)γQ = 1,50 veränderliche Einwirkung (Windlast)
Ankerkräfte:Vd = Vertikale Kraft im Anker = G x γGHd = Horizontalkraft im Anker = Vd x tan αRd = Resultierende Schrägzugkraft im Anker = Wurzel (Vd2 + Hd2)Dod = Horizontalkraft oben (aus Dog,d + Dow,d)
Dud = Horizontalkraft unten (aus Dug,d + Duw,d)Dog,d = Horizontalkraft oben aus Eigengewicht x γGmax Dow,d = Horizontalkraft oben aus Wind (wd x γQ)min Dow,d = Horizontalkraft oben aus Wind (ws x γQ) Dug,d = Horizontalkraft unten aus Eigengewicht x γGmax Duw,d = Horizontalkraft unten aus Wind (wd x γQ)min Duw,d = Horizontalkraft unten aus Wind (ws x γQ)
Bedingung:Wenn min Dod < 0 → Sogsicherung erforderlich (z.B: Luftspaltdrehanker)Wenn min Dud < 0 → Sogsicherung erforderlich (z.B: Luftspaltdrehanker)Berechnung:
ΣMA → Dug,d = Hd x h2 + Vd x e / h1 max Dud = Dug,d + max Duwd min Dud = Dug,d – min Duw,d
ΣH → Dog,d = Hd – Dug,d max Dod = Dog,d + max Dowd min Dod = Dog,d – min Dow,d
HALFEN FASSADENPLATTENANKERStat ische Grundlagen
Bemessung der Ankerkräf te
α = Neigungswinkel (Tab. 7 bzw.8)
h
h2
f b
h1
α
h1
e
VR
Do
H
V
W
Du
Du
32
Einwirkungen:G = Vertikalgewicht aus anteiligem Eigengewicht der PlatteBei symmetrischer Aufhängung ist G pro Anker = ½ Gewicht der PlatteW = Windlast pro Horizontalanker (¼ Windlast auf Platte)
¼Bei unterschiedlichen Überständen der Abstützungen oder beipitzensog sind die Horizontallasten genauer zu bestimmend = 1,25 x cp x q x antlg. As = 1,1 x cp x q x antlg. A
Gutachten globale Sicherheit von 1,2 gegen Abhebenicherheitsbeiwerte für Einwirkungen:= 1,35 ständige Einwirkung (Eigenlast)= 1,50 veränderliche Einwirkung (Windlast)räfte:
= Vertikale Kraft im Anker = G x γGγγ= Horizontalkraft im Anker = Vd x tan α= Resultierende Schrägzugkraft im Anker = Wurzel (Vd2 + Hd2)= Horizontalkraft oben (aus Dog,d + Dow,d)= Horizontalkraft unten (aus Dug,d + Duw,d)= Horizontalkraft oben aus Eigengewicht x γGγγ= Horizontalkraft oben aus Wind (wd x γQγγ )Horizontalkraft oben aus Wind (ws x γQγγ ) Horizontalkraft unten aus Eigengewicht x γGγγHorizontalkraft unten aus Wind (wd x γQγγ )Horizontalkraft unten aus Wind (ws x γQγγ )
< 0 → Sogsicherung erforderlich (z.B: Luftspaltdrehanker)< 0 → Sogsicherung erforderlich (z.B: Luftspaltdrehanker)
Hd x h2 + Vd x e / h1= Dug,d + max DuwdDug,d – min Duw,d
– Dug,dDog,d + max DowdDog,d – min Dow,d
HALFEN FASSADENPLATTENANKERStat ische Grundlagen
Bemessung der Ankerkräf te
α = Neigungswinkel (Tab. 7 bzw.8)
h
h2
f b
h1
α
h1
e
VR
Do
H
V
W
Du
Du
Tabelle 28 Beanspruchbarkeit
BeanspruchbarkeitBRA 1
BRA 2
BRA 3
BRA 4
BRA 5
BRA 6
BRA 7
BRA 8
Mpl,y,d [kNcm]
203
244
420
631
879
1204
1529
2106
Mpl,z,d [kNcm]
185
228
398
599
816
1086
1437
2034
Npl,d
[kN]137
148
231
279
374
427
540
769
Vpl,z,d [kN]
44
46
73
86
119
136
170
246
Tabelle 27 Befestigung
Befestigung
BRA 1
BRA 2
BRA 3
BRA 4
BRA 5
BRA 6
BRA 7
BRA 8
Halfenschiene HTA40/25
49/30
49/30
49/30
54/33
54/33
54/33
54/33
HTA - Fz,Rd [kN]11,2
16,8
16,8
16,8
30,8
30,8
30,8
30,8
Halfenschraube HSM12
M16
M16
M16
M20
M20
M20
M20
HS - Fz,Rd [kN]
13
24,2
24,2
24,2
37,8
37,8
37,8
37,8
HALFEN BRÜSTUNGSANKER
Stat ische Grundlagen
Stat ische Systeme
Einwirkungen, Te i l s icherhe i tsbe iwerte
Bemessung (siehe auch Typenstatik)
1.
2.
3.
4.
aus Eigengewichtaus Vertikallast (Blumentrog)aus Horizontallast (Holmdruck)
aus Windaus Vertikalverschiebung
mit
und
Bitte Verwenden Sie für die Auswahl des rich-
tigen Ankertyps und den statischen Nachweis
unsere Bemessungssoftware.
Einwirkungen:G = EigengewichtV1 = Vertikallast (Blumentrog)
Hd = Horizontallast (Holmdruck)
W = WindlastTeilsicherheitsbeiwerte für Einwirkungen:
γG = 1,35 (Eigenlast)
γQ = 1,5 (Verkehrslasten)
L
Z
65
y50 b
f
te
a1
h 1e w
h/2
h/2
W
ZD
G
H
V
My
Mi
WV
33
HALFEN FIXATION SYSTEMS CONCRETE FAÇADE
Contents
WPA Page 14 Hor izonta l anchors / P innings Page 17-27
Top fixing dowel: Supporting anchor or dowel suspension for corner panels as the upper roof fixation
Spacer bolts DSPage 17-19
Adjustable restraints LDPage 20
Restraint with turnbuckle SPVPage 21
Wind anchors WDI/WDKPage 22/23
Restraint ties HKZPage 24/25
Pinning HFVPage 26/27
BRA Page 28
Parapet corbel: for taking up large forces in parapet or roof elements or for the deflection-resistant anchorage of other prefabricated concrete parts to the supporting concrete construction
Universal tie Page 30 Fundamental static calculations Page 32/33Software Page 31
Type
-appr
oved
Type
-appr
oved
5
Table 2 FPA-3/-5-E cast-in parts for prefabricated elements in mm
Load range[kN]
Façade slab cast-in part FPA-3/5-E suitable for FPA-3-R, FPA-5, FPA-5S, FPA-5A, FPA-5AZ Steel reinforcement stirrup (user supplied)
fmin
brmin
crmin c e m n w Ø x y z
5.0 70 * 50 107 120 22 11 40 107 6 - 250
8.0 70 * 60 112 130 28 13 40 116 6 - 250
11.5 80 * 70 122 140 36 14 46 133 8 - 250
16.0 80 * 80 132 160 39 18 50 148 8 - 350
22.0 90 100 132 160 42 21 50 151 8 - 400
34.0 100 110 160 200 52 25 50 164 10 25 500
46.0 115 140 180 220 62 30 50 166 12 42 500
56.0 125 150 180 230 69 35 50 173 12 52 600
* under compliance with Cmin
Table 1 Load range
Load rangeF
ResistanceFV,Rd
[kN] [kN]
5.0 6.75
8.0 10.80
11.5 15.53
16.0 21.60
22.0 29.70
34.0 45.90
46.0 62.1
56.0 75.6
HALFEN Façade PANEL ANCHORS
FPA-3
Component parts e.g. FPA-3FPA - 3 - R: (cast-in part)Support arm and recess former
FPA - 3 - M: (installation part)Perforated strap with locating pin,nut, U-washer and locking bolts
FPA - 3/5 - E: (cast-in part)Cast part with angle cleat and recess former
FPA - 3 - G: (complete set) FPA - 3 - R+ FPA - 3 - M+ FPA - 3 - E
The assembly and installation instructions and the color coding can be found on Pages 12-13.
The cast-in parts for the façade panel anchors are the same for all models and can be selected from the following table.
FPA-3/5 -E cast - in par t for the prefabr icated e lement
Type
-appr
oved
fmin
w
nm
Øxcr min
c
y
z
30°
The stirrup is cropped for the load range ≥ 34 kN
dbr min
b re
6
Table 3 Dimensional table FPA-3-R
Load range
Perforatedstrap angle
α
Installation depth
a
lateral separati-on of edge
ar min
to ro p
Stirrup
dminds g
[kN] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm]
5.0 25.0° 81 100 70 121 38 38 6 200
8.0 25.0° 85 115 80 130 40 38 6 200
11.5 25.0° 96 125 90 150 45 50 8 200
16.0 25.0° 115 140 120 165 50 55 8 250
22.0 22.5° 134 160 130 179 60 59 10 250
34.0 22.5° 155 180 150 202 70 72 12 300
46.0 20.0° 190 240 170 236 80 86 16 350
56.0 20.0° 213 300 200 255 94 95 16 400 With utilization of ar min large values for dmin will be necessary
You can find more information about the perforated strap on Page 11.
HALFEN Façade PANEL ANCHORS
FPA-3
Component part FPA-3
FPA - 3 - R: : (cast-in part)support arm and recess formerFPA - 3 - M: : (installation part)perforated strap with locating pin, nut, U-washer and locking boltsFPA - 3 - E: (cast-in part)Cast part with angle cleat and recess formerFPA - 3 - G: (complete set) FPA - 3 - R+ FPA - 3 - M+ FPA - 3 - E
Example of the anchor designation:
FPA - 3 - G - 16.0 - 200ProductTypeComponent partLoad rangeCavity b
Steel reinforcement stirrups made from BSt 500 S are not included in the component part.
[mm]
Type
-appr
oved
a
t o
α
ar min
ro
ds
gOrder spacer bolt and sleeve separately, see Page 17
h x s
ee T
able
6
dbr =4xds
dmin
p
b
7
Table 4 Dimensional table FPA-5 and FPA-5Z
Load range
Perforated strap
Variation in angle α for smaller cavitiesCavity
b
Hole diameterinstallation part
sZ
α [mm] d dZ
[kN] 60 70 80 90 100 110 120 >120 [mm] [mm] [mm]
5.0 25.0° 18.5° 21.5° 25.0° 25.0° 25.0° 25.0° 25.0° 25.0° 13 8.5 120
8.0 25.0° 18.5° 21.5° 25.0° 25.0° 25.0° 25.0° 25.0° 25.0° 17 10.5 135
11.5 25.0° 16.5° 19.0° 22.0° 25.0° 25.0° 25.0° 25.0° 25.0° 21 12.5 160
16.0 25.0° 14.5° 17.0° 19.5° 22.5° 25.0° 25.0° 25.0° 25.0° 21 12.5 160
22.0 22.5° 13.5° 15.5° 18.0° 20.0° 22.5° 22.5° 22.5° 22.5° 21 16.5 170
34.0 22.5° - 14.0° 16.0° 18.5° 20.5° 22.5° 22.5° 22.5° 25 22.5 190
46.0 20.0° - - - - 16.0° 18.0° 20.0° 20.0° 28 25.0 250
56.0 20.0° - - - - - 15.0° 17.0° 20.0° 31 25.0 315 reduced tolerance range. dmin and ar depend on the fixation system. you can find more information about the perforated straps on Page 11.
Type
-appr
oved
HALFEN Façade PANEL ANCHORS
part FPA-5 FPA-5
FPA - 5 - M: (installation part)Perforated strap with nut and washer, locking bolts and slotted strapFPA - 3/5 - E: (cast-in part)Cast part with angle cleat and recess former
FPA - 5 - G: (complete set) FPA - 5 - M+ FPA - 5 - E
Example of the anchor designation:
FPA - 5 - G - 16.0 - 200ProductType ( 5 / 5Z )Component partLoad rangeCavity b
Information regarding the use of fixations for the façade anchors We recommend the use of HTA cast-in anchor channels or HALFEN anchor bolt suitable for the tension zone. If anchors are used that are not suitable for the tension zone, the reliability of their use must be clarified in advance. All fixings must be calculated with the loads that are present.
[mm]
FPA-5 FPA-5Z
[mm]
Order spacer bolt and socket seperatly see page 17
b
α
b
α
h x s
ee t
able
7
h x s
ee t
able
7
arar
dsZ
dZ
dmin dmin
8
Table 5 Dimension table FPA-5A and FPA-5AZ
Load range
Perforated strap
Variation in angle α for smaller cavitiesCavity
b
Hole diameterinstallation part
Loch-abstand
nur FPA-5A
Rand-abstand
nur FPA-5A
α [mm] d dZ e1 ar
[kN] 60 70 80 90 100 110 120 >120 [mm] [mm] [mm] [mm]
5.0 25.0° 18.5° 21.5° 25.0° 25.0° 25.0° 25.0° 25.0° 25.0° Ø 11 Ø 8.5 24 110
8.0 25.0° 18.5° 21.5° 25.0° 25.0° 25.0° 25.0° 25.0° 25.0° Ø 13 Ø 10.5 28 135
11.5 25.0° 16.5° 19.0° 22.0° 25.0° 25.0° 25.0° 25.0° 25.0° Ø 17 Ø 12.5 37 155
16.0 25.0° 14.5° 17.0° 19.5° 22.5° 25.0° 25.0° 25.0° 25.0° Ø 21 Ø 12.5 46 210
22.0 22.5° 13.5° 15.5° 18.0° 20.0° 22.5° 22.5° 22.5° 22.5° Ø 21 Ø 16.5 46 210
34.0 22.5° - 14.0° 16.0° 18.5° 20.5° 22.5° 22.5° 22.5° Ø 25 Ø 22.5 55 260
46.0on request
56.0 reduced tolerance range. ar quote ar when ordering. you can find more information about the perforated straps on Page 11.
HALFEN Façade PANEL ANCHORS
Component parts for FPA-5A
FPA - 5A - M: (installation part)Perforated strap with nut and washer, locking bolts, slotted strap and corner protectionFPA - 3/5 - E: (cast-in part)Molded part with angle cleat and recess former
FPA - 5A - G: (complete set) FPA - 5A - M+ FPA - 5 - E
FPA-5A FPA-5AZ
Order the spacer bolt and socket separately, see page 17
slotted strap FPA-5A
e1ar
d
Example of the anchor designation:
FPA - 5A - G - 16.0 - 200ProductType ( 5 / 5Z )Component partLoad rangeCavity b
[mm][mm]
b
α α
ar
h xA s
ee t
able
7
h xA s
ee t
able
7
b ar d dZ
sZvariablevariable
9
Table 6 FPA-3, Dimensional table perforated strap
Load range 5.0 kN 8.0 kN 11.5 kN 16.0 kN 22.0 kN 34.0 kN 46.0 kN 56.0 kN
Thread M8 M10 M12 M14 M16 M20 M27 M30
t [mm] 11 13 17 21 21 25 28 31
u [mm] 21 25 33 41 41 50 56 62
Cavityb
[mm]hx L Z hx L Z hx L Z hx L Z hx L Z hx L Z hx L Z hx L Z
60 120
435(12)
251 130
453(10)
284 120
506(8)
283 125
515(6)
320 155
614(8)
378 155
630(6)
392 195
724(6)
458 210
794(6)
499
70 145 293 150 309 145 316 145 361 180 378 180 442 225 514 235 561
80 165 314 170 334 165 349 170 361 205 419 205 442 250 514 265 561
90 185 335 195 359 185 382 190 402 230 440 225 492 280 570 290 623
100 205 356 215 384 205 382 210 402 230 460 250 492 305 570 320 623
110 230 377 235 384 230 415 235 443 275 501 275 542 330 626 345 685
120 250 398 260 409 250 448 255 443 300 501 300 542 360 626 375 685
130 270
645(12)
419 280
653(10)
434 270 448 275
679(6)
484 325 542 325
830(6)
592 385
948(6)
682 400
1042(6)
747
140 295 461 300 459 295
704(8)
481 295 525 350
860(8)
583 345 592 415 682 430 747
150 315 482 325 484 315 514 320 525 370 583 370 642 440 738 455 747
160 335 503 345 509 335 547 340 566 395 624 395 642 465 738 485 809
170 360 524 365 534 355 547 360 566 420 665 420 692 495 794 510 809
180 380 545 385 559 380 580 385 607 445 665 445 692 520 794 540 871
190 400 566 410 584 400 613 405 648 470 706 465 742 550 850 570 871
200 420 587 430 609 420 613 425 648 490 706 490 742 575 906 600 933
210 440 608 450 634 440 646 515 747 510 742 600 906 625 933
220 460 629 460 646 540 747 535 792 625 906 650 933
230 485 679 565 788 560 792 675 995
240 505 679 590 788 705 995
250 615 829
For the number of holes, refer to the values in the brackets
HALFEN Façade PANEL ANCHORS
Table for the se lect ion of the correct hole in the per forated s t rap
Dimens ional tab le per forated s t rap
FPA-3 FPA-5 und FPA-5Z FPA-5A and FPA-AZ
b
hx
b
b
hx hxA
Table 6 Table 7
10
Table 7 FPA-5, Dimensional table perforated strap
Load range 5.0 kN 8.0 kN 11.5 kN 16.0 kN 22.0 kN 34.0 kN 46.0 kN 56.0 kN
Thread M8 M10 M12 M14 M16 M20 M27 M30
t [mm] 11 13 17 21 21 25 28 31
u [mm] 21 25 33 41 41 50 56 62
Cavitiyb
[mm]hx hxA L Z hx hxA L Z hx hxA L Z hx hxA L Z hx hxA L Z hx hxA L Z hx hxA L Z hx hxA L Z
60 185 170
246(4)
167 185 195
278(4)
184 210 -
341(4)
217 240 -
392(4)
238 260 -
409(4)
255 - -
480(4)
- - -
556(4)
- - -
608(4)
-
70 180 165 167 180 190 184 210 215 217 235 - 238 260 - 255 285 - 292 - - - - - -
80 175 160 167 175 180 184 205 210 217 230 245 238 255 260 255 285 - 292 - - - - - -
90 200 180 188 195 175 184 200 205 217 225 240 238 250 255 255 280 285 292 - - 346 - - -
100 220 200 209 215 195 209 220 200 217 220 230 238 245 250 255 275 275 292 380 - 346 - - -
110 240 220
435(12)
230 240 220 234 240 220 250 245 220 238 270 240 296 270 270 292 365 - 346 450 - 437
120 265 245 251 260 240
453(10)
259 265 240 283 265 240 279 290 265 296 295 265 292 365 - 346 450 - 437
130 285 265 272 280 260 284 285 260
506(8)
316 285 260 279 315 290 337 320 290 342 375 - 402 450 - 437
140 305 285 293 305 280 309 305 280 316 310 285 320 340 315 337 340 315 342 385 - 402 450 - 437
150 325 305 314 325 305 334 325 305 349 330 305
515(6)
361 365 335
614(8)
378 365 335 392 410 - 402 450 - 437
160 350 330 335 345 325 359 350 325 382 350 325 361 390 360 419 390 360 392 435 - 458 450 - 437
170 370 350 377 370 350 384 370 345 382 375 345 402 410 385 419 415 385
630(6)
442 465 -
724(6)
458 465 - 437
180 390 370 398 390 370 409 390 365 415 395 370 402 435 410 460 440 410 442 490 - 458 495 - 499
190 415 395
645(12)
419 410 390
653(10)
434 415 385 448 415 390 443 460 435 501 460 435 492 520 - 514 520 - 499
200 435 415 440 430 415 459 435 410
704(8)
448 440 410
679(6)
443 485 460 501 485 460 492 545 - 514 550 -
794(6)
499
210 455 440 440 450 435 459 455 435 481 460 435 484 510 485
860(8)
501 505 475 492 570 - 570 575 - 561
220 475 460 461 475 460 484 475 455 481 480 455 484 535 510 542 530 500 542 595 - 570 600 - 561
230 495 480 482 495 480 509 500 480 514 500 475 525 560 535 583 555 525
830(6)
542 620 - 626 625 - 623
240 520 505 524 515 500 534 520 500 547 520 495 525 580 555 583 580 550 592 650 -
948(6)
626 655 - 623
250 540 525 545 540 525 559 540 520 547 545 520 566 605 580 624 605 575 592 675 - 682 680 - 685
260 560 545 566 560 545 584 560 540 580 565 540 566 630 605 665 630 600 642 705 - 682 710 -
1042(6)
685
270 580 565 587 580 565 609 585 565 613 585 560 607 655 630 665 655 625 642 730 - 738 735 - 747
280 605 590 608 605 590 634 605 585 646 605 580 607 680 655 706 680 650 692 760 - 738 765 - 747
290 625 610 629 625 605 646 630 605 648 705 680 706 705 675 742 785 - 794 790 - 747
300 650 630 679 650 625 648 730 705 747 725 695 742 815 - 794 820 - 809
310 755 730 788 750 720 742 840 - 850 845 - 809
320 775 750 788 775 745 792 870 - 850 875 - 871
330 800 775 829 800 770 792 895 - 906 905 - 871
340 930 - 871
350 960 - 933
For the number of holes, refer to the values in the brackets For these cavities, the matching spacer bolts are available on request.
hx for FPA-5 / 5Z hxA for FPA-5A / 5AZ
HALFEN Façade PANEL ANCHORS
Table for the se lect ion of the correct hole in the per forated s t rap
Dimens ional tab le per forated s t rap
loose locking bolts
Axis of the pre-selected hole for the fixation
L
Z
t
M
u
11
HALFEN Façade PANEL ANCHORS
Insta l la t ion of the façade panel anchors FPA-3 and FPA-5
1.1 The cast-in part FPA-3/5-E, consisting of molded part, angle cleat and polystyrene recess former, is delivered
pre-assembled.
1.2 The reinforcement stirrups are inserted into the holes provided.
1.3 Secure to the formwork with nails. Nail holes are pro-vided for this on the molded part and on the angle cleat.
2.1 Place the recess former onto the support arm.
2.2 Insert the reinforcement stirrup through the rear holes in the frame of the support arm.
2.3 Attach the cast-in support to the formwork with 2 nails (securing with additional reinforcement where neces-sary).
Mounting of the lower cast-in element FPA-3/5-E Installation of the cast-in support FPA-3-R
polystyrenerecess former
angle cleat
reinforcement (customer supplied)
molded part
polystyrenerecess former
reinforcement (customer supplied)
wooden board as temporary construction
Fig. 1.1
Fig. 1.2
Fig. 1.3
Fig. 2.1
Fig. 2.2
Fig. 2.3
molded part
12
Table 8: Recommended tightening torque for façade panel cast-in parts
Load range Tightening Spanner size Colour code
[kN] [Nm]
5.0 5 13 yellow
8.0 5 13 red
11.5 10 17 blue
16.0 15 19 green
22.0 15 19 brown
34.0 30 24 black
46.0 60 30 orange
56.0 60 30 white
HALFEN Façade PANEL ANCHORS
Mount ing of the façade panel anchors FPA-3 and FPA-5
1.1 Remove the polystyrene recess former. Any polystyrene remaining in the gap between the molded part and angle cleat can be pushed out with the perforated strap.
1.2 Insert the perforated strap between the molded part and the angle cleat.
1.3 Roughly adjust the required length of the perforated strap according to Table 6 or 7 on Pages 10 and 11. Lock the perforated strap using the locating pins (thereby turning the pins through 180°) and bend over the angle cleat.
1.4 Tighten the nuts to the torque values listed in Table 8.
Mounting the perforated strap Assembly of the pre-cast panel 1.1-2.3 FPA-5 / 3.1-3.2FPA-3
2.1 Mount the slotted strap onto the threaded rod of the perforated strap using a nut and washer.
2.2 Fix the upper part on the mounted dowel or rail.
2.3 Since 12/07 we have coated nuts. Molykote® is not necessary than and adjust the complete assembly on the
slotted strap.
3.1 Mount the locating pin, washer and nut on the threaded rod of the perforated strap and suspend from the cast-in part.
3.2 Adjust the complete assembly on the support arm. The complete assembly remains hanging on the construction crane during the adjustment.locating pin
slotted strap
locating pin
Fig. 1.1
Fig. 1.2
Fig. 1.3
Fig. 1.4
Fig. 2.2
Fig. 2.3
Fig. 2.1
Fig. 3.2
Fig. 3.1
13
HALFEN TOP FIXING DOWEL
WPA-A/ -B
The top fixing dowel permits a height adjustment of ± 20 mm (with b = 20 mm : +15/-10 mm). One dowel should always be fitted with a plastic sleeve to allow for thermal expansion.
Ordering example: WPA-A-11.5-60ProductTypeLoad range (kn)Dimension b (mm)
Anchor d imens ioning
Dimensioning:Pre-selection of a load rangeNd = 1.35 * V [kN]Md = 1.4 * H * (b+Ød) [kNcm]Nd / (κ*NRd) + Md / My,Rd + temp ≤ 1.0
Example: Given: V = 10.0 kN H = 2.0 kN b = 8 cm
Pre-selection = Load range 11.5Nd = 1.35 * 10.0 = 13.5 kNMd = 1.4 * 2.0 * (8.0 +2.9) = 30.52 kNcm13.5 / 94 + 30.52 / 57.2 + 0.26 = 0.937 < 1.00
Individual certification:Not necessary if max. H and max. V are complied with according to the table.
Type WPA -B(with plastic sleeve to allow thermal expansiong)
WPA -A(fixed point)
M
lgg
l
Ød
square threaded plate (rotating)
lt
c
b
d
Ø p
a
V
H
Du
14
Table 9 Top fixing dowel WPA
Load range-Cavity
Top cavity Distance κ*NRd My,Rd temp max H d Thread Ød x L lg + lt a x g Ø p min c
max V b M
[kN] [cm] [kN] [kNcm] [-] [kN] [cm] [mm] [mm] [mm] [mm] [mm]
5.0
2.0 64
24.9
0.12 2.20 15
M24 x 1.5 22 x 295 135 + 160 110 x 10 60 1604.0 58 0.16 1.55 156.0 53 0.20 1.15 158.0 49 0.24 0.88 15
8.0
2.0 99
46.1
0.10 3.90 20
M28 x 1.5 27 x 295 135 + 160 115 x 10 70 1604.0 92 0.13 2.90 186.0 86 0.16 2.20 168.0 80 0.19 1.75 15
11.5
2.0 115
57.2
0.14 4.20 20
M30 x 1.5 29 x 330 140 + 190 120 x 12 70 1904.0 108 0.18 3.10 186.0 101 0.22 2.30 168.0 94 0.26 1.75 15
16.0
2.0 161
92.1
0.13 6.50 26
M35 x 1.5 34 x 335 145 + 190 125 x 12 70 1904.0 153 0.16 4.80 226.0 144 0.20 3.70 208.0 136 0.23 2.90 18
22.0
2.0 204
128.5
0.13 8.40 30
M39 x 1.5 38 x 365 145 + 220 140 x 15 80 2204.0 194 0.17 6.30 246.0 184 0.20 4.85 228.0 175 0.24 3.85 20
34.0
2.0 277
199.6
0.14 11.50 34
M45 x 1.5 44 x 395 145 + 250 140 x 15 80 2504.0 265 0.18 8.80 306.0 254 0.21 6.80 258.0 243 0.25 5.40 23
The values take a vertical adjustment range of ± 20 mm into consideration
HALFEN TOP FIXING DOWEL
Assembly and insta l la t ion inst ruct ions
1. A recess (grout hole) is provided in the structure for the threaded bolt, or the bolt may be cast directly into the concrete, whereby it must be ensured that the dowel remains completely perpendicular.
2. The dowels must be grouted verti-cally into the recesses in the struc-ture (if they are not directly cast in)
(≥ C30/37).
3. A recess is provided in the precast part for the grouting of the dowel once it has been aligned.
4. The thread is left exposed, and the tapped plate is turned onto it and pre-adjusted.
5. The tapped plate is moved. Adjust-ment is carried out horizontally in the grout recess and vertically with the using the tapped plate.
6. After the adjustment, the recess in the panel is filled with concrete (concrete strength ≥ 25 N/mm²). The position of the corner panel must be secured until the concrete grout has hardened.
15
Type
-appr
oved
OVERVIEW OF HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Horizontal anchors are used for the horizontal support of facing panels (façade slabs). In principle, a differ-entiation is made between horizontal fixations for the acceptance of pressure and/or tensile forces of panels that are aligned to each other in parallel or at right angles, as well as for the align-ment of panels arranged above or be-low each other with dowel restraints.
The selection of the product version is made according to the loading, sec-tion, distance and accessibility.
HALFEN-DEHA offers a wide range of anchors with different load ranges for this application.
• High pressure strengths • Cavities < 300 mm
type-approved
Tension and pressure resistant connection in the space between parallel surfaces
Dowel restraint fixings
Restraint with turnbuckle Page 21SPV
• Installation from the front• Tension and pressure resistant
connection • Loading
WDK bis 3.0 kN, WDI bis 7.0 kN
• Cavity 60-300 mm• Tensile load < 6.0 kN• Compressive load
(dependent on the spacer bolt)
Restraint tie Pages 24/25HKZ
Hammer-head restraint in various mo-dels for tensile and pressure loadings
Dowel restraint fixings Pages 26/27HFV
• Cavity 100 - 200 mm• Load up to 10.0 kN
Wind anchor Pages 22/23WDI / WDK
Adjustable restraint Page 20LD
Spacer bol tsGenera l in format ion
• Load up to 5.0 kN
Tension and pressure resistant con-nection for lateral orthogonal surfaces
Universal tie
Universal tie Page 30ULZ
Pages 17-19
16
Table 10 Dimensions of the sockets and pressure plates in mm
TypeM10 M12 M16 M20 M24 M27 M30
LH e LH e LH e LH e LH e LH e LH eDS 3 58 50 59 50 64 50 72 70 75 70 80 80 90 90
DS 7 70 41 70 41 80 45 80 50 - - - - - -
DS 8 - 50 - 50 - 50 - 70 - - - - - -
DS 5 50 50 50 70 70 - - - - Please quote the length and plate thickness when ordering (for DS5, LH = f)
Type
-appr
oved
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
HALFEN spacer bol ts
DS 13 DS 18 DS 25
Spacer bolt DS - 13consisting of tensile/compressive socket DS 3 spacer bolt DS 1
Spacer bolt DS - 18consisting of: pressure plate DS 8 + nut spacer bolt DS 1The plastic socket DS 7 must beordered separately.
Spacer bolt DS - 25consisting of: compressive socket DS 5 spacer bolt DS 2
The DS 5 socket is open ended, allow-ing the DS 2 bolt, which has a slot on the end of its shank, to remain adjust-able, even after assembly.
Ordering example: DS-13-10-100ProductTypeThreadCavity b
Component parts:
DS 13: Spacer bolt DS 1 and tensile/compressive socket DS 3
DS 18: Spacer bolt DS 1 and pressure plate DS 8 including nut
DS 25: Spacer bolt DS 2 and socket DS 5 accessible from panel surface
Tens i le/Compress ive sockets
Tens i le/Compress ive sockets
with tensile and compressive sockets with pressure plate with compressive socketCan be screwed on from the front
DS-18 and DS 25 are not suitable for use as adjustable restraints with LD.
NEW 200
6
DS 1DS 1
DS 2DS 3
Plastic socketDS 7 (separate)
DS 5
L
L
DS 1
DS 2with slot
DS 8 pressure plate + nut
DS 3
DS 8
DS 7
DS 5
LHLH
LH
e
e
e
e
e
17
Table 11 Lengths of the spacer bolts
Product M10 M12 M16 M20 M24 M27 M30
s 19 24 30 41 36 41 46
h 8 10 13 16 18 20 24
Spacer bolt DS13/25 DS 18 DS13/25 DS 18 DS13/25 DS 18 DS13/25 DS 18 DS13/25 DS 18 DS13/25 DS 18 DS13/25 DS 18
b = 40 mm 70 90 72 92 75 95 80 100 - - - - - -
b = 60 mm 90 110 92 112 95 115 100 120 105 - - - - -
b = 80 mm 110 130 112 132 115 135 120 140 125 - - - - -
b = 100 mm 130 150 132 152 135 155 140 160 145 - 145 - - -
b = 120 mm 150 170 152 172 155 175 160 180 165 - 165 - - -
b = 140 mm 170 190 172 192 175 195 180 200 185 - 185 - - -
b = 160 mm 190 210 192 212 195 215 200 220 205 - 205 - - -
b = 180 mm 210 230 212 232 215 235 220 240 225 - 225 - - -
b = 200 mm 230 250 232 252 235 255 240 260 245 - 245 - - -
b = 220 mm - - - - 255 275 260 280 265 - 265 - - -
b = 240 mm - - - - 275 295 280 300 285 - 285 - 285 -
b = 260 mm - - - - 295 315 300 320 305 - 305 - 305 -
b = 280 mm - - - - - - - - - - - - 325 -
b = 300 mm - - - - - - - - - - - - 345 -
Longer lengths on request
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Dimens ion of the HALFEN spacer bol ts
Length of the spacer bol ts
DS 13 DS 18 DS 25
DS1 and DS2 (M10-M20) DS1 DS2 (M24)
bf bf bf
L L L
L
hs
M
L
h60
M60
7
18
Table 13 Load-bearing capacity of HALFEN spacer bolts FD,Rd [kN] (with stirrup reinforcement)
Spacer bolt M10 M12 M16 M20 M24 M27 M30Reinforcement Ø 6 8 8 10 10 12 12Pressure plate e [mm] 50 50 50 70 70 80 90Plate thickness f [mm] 70 80 80 90 80 90 100 90 100 120 130 150 150 170 180 200
b = 60 mm 9.2 14.4 13.6 21.3 12.9 20.4 26.8 20.6 29.9 46.1 51.4 67.4 75.2 94.4 104.3 124.9b = 80 mm 9.2 12.7 13.6 21.2 12.9 20.4 26.8 20.6 29.9 46.1 51.4 67.4 75.2 94.4 104.3 124.9b = 100 mm 9.2 11.0 13.6 18.1 12.9 20.4 26.8 20.6 29.9 46.1 51.4 67.4 75.2 94.4 104.3 124.9b = 120 mm 9.2 9.6 13.6 16.1 12.9 20.4 26.8 20.6 29.9 46.1 51.4 67.4 75.2 94.4 104.3 124.9b = 140 mm 8.3 8.3 13.6 14.3 12.9 20.4 26.8 20.6 29.9 46.1 51.4 67.4 75.2 94.4 104.3 124.9b = 160 mm 7.2 7.7 12.7 12.7 12.9 20.4 26.8 20.6 29.9 46.1 51.4 67.4 75.2 94.4 104.3 124.9b = 180 mm 6.2 6.2 11.3 11.3 12.9 20.4 26.8 20.6 29.9 46.1 51.4 67.4 75.2 94.4 104.3 124.9b = 200 mm 5.4 5.4 10.0 10.0 12.9 20.4 25.7 20.6 29.9 46.1 51.4 67.4 75.2 94.4 104.3 124.9b = 220 mm 4.8 4.8 8.9 8.9 12.9 20.4 23.5 20.6 29.9 44.5 51.4 67.4 75.2 94.4 104.3 124.9b = 240 mm 4.2 4.2 7.9 7.9 12.9 20.4 21.5 20.6 29.9 41.5 51.4 67.4 75.2 94.4 104.3 124.9b = 260 mm 3.7 3.7 7.1 7.1 12.9 19.7 19.7 20.6 29.9 38.7 51.4 64.8 75.2 92.3 104.3 119.9b = 280 mm 3.3 3.3 6.4 6.4 12.9 18.1 18.1 20.6 29.9 36.0 51.4 61.2 75.2 87.9 104.3 114.7b = 300 mm 3.0 3.0 5.8 5.8 12.9 16.6 16.6 20.6 29.9 33.6 51.4 57.7 75.2 83.6 104.3 109.7
Table 12 Load-bearing capacity of HALFEN spacer bolts FD,Rd [kN] (with mesh reinforcement Q 188)
Spacer bolt M10 M12 M16 M20 M24 M27 M30Pressure plate e [mm] 50 50 50 70 70 80 90Plate thickness f [mm] 70 80 80 90 80 90 100 90 100 120 130 150 150 170 180 200
b = 60 mm 7.7 11.7 11.3 15.8 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 80 mm 7.7 11.7 11.3 15.8 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 100 mm 7.7 11.0 11.3 15.8 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 120 mm 7.7 9.6 11.3 15.8 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 140 mm 7.7 8.3 11.3 14.3 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 160 mm 7.2 7.7 11.3 12.7 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 180 mm 6.2 6.2 11.3 11.3 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 200 mm 5.4 5.4 10.0 10.0 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 220 mm 4.8 4.8 8.9 8.9 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 240 mm 4.2 4.2 7.9 7.9 10.9 15.4 20.4 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 260 mm 3.7 3.7 7.1 7.1 10.9 15.4 19.7 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 280 mm 3.3 3.3 6.4 6.4 10.9 15.4 18.1 16.9 22.2 34.4 39.1 53.8 54.8 71.4 80.6 99.8b = 300 mm 3.0 3.0 5.8 5.8 10.9 15.4 16.6 16.9 22.2 33.6 39.1 53.8 54.8 71.4 80.6 99.8
Table 14 Edge distances for mesh reinforcement and stirrup reinforcement
Plate thickness f [mm] 70 80 90 100 120 130 150 170 180 200
Edge distance r [mm] 105 135 165 195 255 285 345 405 435 495
• With smaller edge distances, the load-bearing capacity must be interpolated linearly in relation to the upper row b = 60 mm, but may not be bigger than the load-bearing capacity for the selected cavity b•Selected: „Example: Cavity b = 180 mm, Mesh reinforcement Q188, Plate thickness 80 mm, Edge distance 100 mm M10: red FD,Rd = 11.7 * 100 / 135 = 8.67 kN, but bigger than 6.2 kN at b = 180 mm thereby FD,Rd = 6.2 kN“ (permissible. FD = 6.2 / 1.5 = 4.13 kN)
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Load-bear ing capac i ty of the HALFEN spacer bol ts depending on the re inforcement
bf r
r
≥6e
≤3e
≥10d
s
≥5d s
ds
FD,Rd
19
Table 15 HALFEN LD adjustable restraint
Pro-duct
Loadrange
Max. load FRd
L a t x ± 15 ØFixing to the
channelHALFEN spacer bolt
[kN] [kN] [mm] [mm] [mm] [mm] [mm]
LD
2.0 3.00 157 40 10 38 11 HTA 28/15 HS 28/15 M10x40
3.5 5.25 148 48 12 39 13 HTA 38/17 HS 38/17 M12x50
6.0 9.00 171 60 15 49 17 HTA 49/30 HS 50/30 M16x60
Short pieces 150, 200 and 250 mm long must be ordered separately The HALFEN spacer bolts must be ordered separately
For the permissible compressive forces, see “Spacer bolts” on Page 19
Tabelle 16 HALFEN LD-A adjustable restraint anchor
Pro-duct
Loadrange
Max. load FRd
L a t x±15
Spacer bolt Fixing to
the channelHALFEN spacer
bolt
U-Washer
[kN] [kN] [mm] [mm] [mm] [mm] DIN
LD-A
1.8 2.70 130 21 22 40 M12 HTA 28/15 HS 28/15 M10x50 DIN 9021
1.8 2.70 130 25 22 40 M16 HTA 28/15 HS 28/15 M10x50 DIN 9021
3.5 5.25 135 21 30 40 M12 HTA 38/17 HS 38/17 M12x60 DIN 125
3.5 5.25 135 25 30 40 M16 HTA 38/17 HS 38/17 M12x60 DIN 125
3.5 5.25 135 29 30 40 M20 HTA 38/17 HS 38/17 M12x60 DIN 9021
6.0 9.00 135 27 35 40 M16 HTA 50/30 HS 50/30 M16x80 DIN 125
6.0 9.00 135 31 35 40 M20 HTA 50/30 HS 50/30 M16x80 DIN 125
Short pieces 150, 200 and 250 mm long must be ordered separately The HALFEN spacer bolts must be ordered separately
For the permissible compressive forces, see “Spacer bolts” on Page 19
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Tens ion and pressure res is tant connect ion in the space between para l le l sur faces
HALFEN LD adjustable rest ra int (su i tab le for tens i le and compress ive loads)
Ordering example: LD-3.5 Product Load range
Component part:• Adjustable restraint with set-screw
The HALFEN LD adjustable restraint can be combined with the M10, M12 and M16 spacer bolts.When using with M10 spacer bolts, DIN 9021 washers must be fitted between the bolt head and the slot (order separately).
Installation:1. Insert the spacer bolt through the
slot in the strap (with a washer when using an M10 thread spacer bolt)
2. Screw the spacer bolt into the socket and adjust.
3. Pre-mount on the HALFEN cast-in channel.
4. Adjust to be parallel to the wall us-ing the adjusting screw.
5. Tighten the HALFEN spacer bolt.
HALFEN LD-A adjustable rest ra int (su i tab le for tens i le and compress ive loads)
Ordering example: LD-A-3.5-12ProductLoad rangeThread of the spacer bolt
Component part:• Clamping fork
Order the spacer bolt separately according to Pages 17-19.
Order the spacer bolt separately according to Pages 17-19.
Application:Tension and pressure resistant connec-tion of curtain facing panels with cast concrete construction.Adjustable in three directions.
Approved dowels can also be used in place of the HALFEN cast-in channel and HALFEN spacer bolt.
NEW 200
6
t
x
ø
a
L
ø17
a
L
t
x
FRd
FRd
20
Table 17 HALFEN SPV restraint with turnbuckle
Load range [kN] ±5.0 ±7.0 ±10.0
Max load FRd [kN] ±7.0 ±9.8 ±14.0
Product
Cavity HALFEN spacer bolt left-hand
thread
Turn-buckle
HALFEN spacer bolt right-hand
thread
HALFEN spacer bolt left-hand
thread
Turn-buckle
HALFEN spacer bolt right-hand
thread
HALFEN spacer bolt left-hand
thread
Turn-buckle
HALFEN spacer bolt right-hand
thread
b M12 L M12 M16 L M16 M16 L M16
[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm]
SPV
100±10 * 50 60 40 50 60 40 - - -
120±15 50 75 40 50 75 40 - - -
140±15 50 75 60 50 75 60 80 60 50
160±15 50 95 60 50 95 60 80 75 60
180±15 50 115 60 50 115 60 80 95 60
200±15 50 135 60 50 135 60 80 115 60
HALFEN cast in channel HTA 38/17 HTA 38/17 HTA 49/30
Short pieces 150, 200 and 250* Minus tolerance limited for load range 7.0
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Tens ion and pressure res is tant connect ion in the space between para l le l sur faces
HALFEN SPV rest ra int wi th turnbuckle
Ordering example:
SPV-7.0-100-A4ProductLoad rangeCavityMaterial
Order the HALFEN channels separately
Component parts:
• Turnbuckle SPH,• 2 HALFEN spacer bolts (1 right-hand
thread, 1 left-hand thread -Li-),• 3 flat nuts,• 2 washers and• 2 lock washers SIC
L
b
FRd
21
Table 18 HALFEN WDK-3,0 Plastic wind anchor Selection table depending on f and b
Article description
Plug with rim
Insert tube Insert tube
+ Extension
Extension Threaded tube
+ Ring plate
Extension Threaded rod
+ Mrtar cartridge*
WDK-STR WDK-E-3.0-100 WDK-E-3.0-120 WDK-E-3.0-VRL20 WDK-M**
WDK-M-3.0-VRL40
Order No. 0250.060-00001
0247.010-00001
0247.010-00002
0247.010-00003
0247.020-00001
0247.020-00004 Typ 0430.010-
f b80 60 1 1 - - 1 - 1 WDK-DUE-3.0-100- 20/ 60-A4 0001480 80 1 1 - - 1 - 1 WDK-DUE-3.0-100- 20/ 60-A4 0001480 100 1 1 - - 1 1 1 WDK-DUE-3.0-100- 70/100-A4 0001580 120 1 1 - - 1 1 1 WDK-DUE-3.0-100- 70/100-A4 00015100 60 1 1 - - 1 - 1 WDK-DUE-3.0-100- 20/ 60-A4 00014100 80 1 1 - - 1 1 1 WDK-DUE-3.0-100- 70/100-A4 00015100 100 1 1 - - 1 1 1 WDK-DUE-3.0-100- 70/100-A4 00015100 120 1 1 - - 1 2 1 WDK-DUE-3.0-100-110/140-A4 00016120 60 1 - 1 - 1 1 1 WDK-DUE-3.0-100- 70/100-A4 00015120 80 1 - 1 - 1 1 1 WDK-DUE-3.0-100- 70/100-A4 00015120 100 1 - 1 - 1 2 1 WDK-DUE-3.0-100-110/140-A4 00016120 120 1 - 1 - 1 2 1 WDK-DUE-3.0-100-110/140-A4 00016120 130 1 - 1 - 1 2 1 WDK-DUE-3.0-100-150/180-A4 00017
* alternative: Plug without rim WDK-STO, Order No. 0250.060-00002** When using more than two extensions , additional spacer bolts (e.g. DS 13) at a separation pf approx. 15 - 30 cm be used to take up the pressure.
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Tens ion and pressure res is tant connect ion in the space between para l le l sur faces
HALFEN WDK-3.0 Plastic wind anchor for push-through instal lation
Installation parts: Component parts:
Load range = ± 3.0 kNFRd = ± 4.5 kN
Only suitable for constructive fixations.
(as constructional tension and pressure resistant connection)
Plug wi-thout rim
Plug with rim
Insert tube
Extension
Extension
Threaded tube
Ring plate
Threaded rod, thread M10
Mortar cartridge
Extension (+20 mm) for insert tube
Insert tube Threaded tube
Extension (+40 mm) for threaded tube
f
Ring plate
115
4020
100
Ø37
SW27
b
22
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Tens ion and pressure res is tant connect ion in the space between para l le l sur faces
HALFEN WDI Wind anchor for push - through insta l la t ion
Installation parts:
WDI-7.0-E, Order No. 0247.030-fconsisting of:
1x pressure distribution plate 2x insert tube
Installation accessories:
WDI-Z2, L=240 Order No. 0250.110-00010WDI-Z2, L=330 Order No. 0250.110-00018WDI-Z2, L=490 Order No. 0250.110-00019Holder for the precise fixation of the installation parts while cementing in. Threaded rod M14.
Installation parts:
WDI-7.0-M, Order No. 0247.040-f-bconsisting of:
1x fixation plate 2x allen screw 1x threaded rod
Mortar set:
Always remember to quote the dimension “f” when ordering.
Always remember to quote the di-mensions “f” and “b” when ordering.
Load range = ± 7.0 kNFRd = ± 10.5 kN
The permissible pressure forces onlyapply for k ≤ 200 mm. For k > 200 mm, pressure loads must be certified.
Setting tool:
WDI-Z4, Order No. 0250.110-00011
Injection Set, Order No. 0250.110-00006consisting of:
injection cartridge including static mixer
1x static mixer 1x extension tube 1m
(sufficient for approx. 30 drilled holes)
For installation, please refer to the Assembly Instructions
(as tension and pressure resistant connection)
Pressure distribution plate
Insert tubes
Allen screws
Fixation plate
Threaded rod thread M12
fb
k
injection cartridge
static mixer
extension tube
L = length threaded rod
23
Table 19 HALFEN restraint tie HKZ
Characteristics: Product selection: gv = galvanized
Product a1
Product selection:A4 = stainless steel
grade 316
Dimensions Dimensions of fixation to
HALFEN cast-in channel with HALFEN T-head
bolt
Load range (tension)
Max. load FD,Rd
Cavityb Product a1
Length l
Cavity ar
Toler-ance
Slot
[kN] [kN] [mm] [mm] [mm] [mm] [mm] [mm] [mm]
3.5 4.9
0 HKZ 28/15 - 50 - gv HKZ 28/15 - 50 - A4 90
50 a1± 20 11x55
HTA 28/15HS 28/15M10x30
Tightening torque
MA=15Nm
25 HKZ 28/15 - 75 - gv HKZ 28/15 - 75 - A4 11550 HKZ 28/15 - 100 - gv HKZ 28/15 - 100 - A4 14075 HKZ 28/15 - 125 - gv HKZ 28/15 - 125 - A4 165100 HKZ 28/15 - 150 - gv HKZ 28/15 - 150 - A4 190125 HKZ 28/15 - 175 - gv HKZ 28/15 - 175 - A4 215150 HKZ 28/15 - 200 - gv HKZ 28/15 - 200 - A4 240175 HKZ 28/15 - 225 - gv HKZ 28/15 - 225 - A4 265200 HKZ 28/15 - 250 - gv HKZ 28/15 - 250 - A4 290
7.0 9.8
0 HKZ 38/17 - 75 - gv HKZ 38/17 - 75 - A4 115
75 a1± 20 13x55
HTA 38/17 HS 38/17M12x50
Tightening torque
MA=25Nm
25 HKZ 38/17 - 100 - gv HKZ 38/17 - 100 - A4 14050 HKZ 38/17 - 125 - gv HKZ 38/17 - 125 - A4 16575 HKZ 38/17 - 150 - gv HKZ 38/17 - 150 - A4 190100 HKZ 38/17 - 175 - gv HKZ 38/17 - 175 - A4 215125 HKZ 38/17 - 200 - gv HKZ 38/17 - 200 - A4 240150 HKZ 38/17 - 225 - gv HKZ 38/17 - 225 - A4 265175 HKZ 38/17 - 250 - gv HKZ 38/17 - 250 - A4 290200 HKZ 38/17 - 275 - gv HKZ 38/17 - 275 - A4 315225 HKZ 38/17 - 300 - gv HKZ 38/17 - 300 - A4 340
Short pieces 150, 200, or 250 mm long or drilled bolts approved by building regulations. When using drilled bolts, check the edge distance ar. Only limited use for facing panel anchorage!
HALFEN HKZ rest ra int t ie type ( for tens i le loads only)
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Tens ion and pressure res is tant connect ion for la tera l or thogonal sur faces
Ordering example: HKZ-38/17-100-A4
ProductCavity a1Material (GV / A4)
Order the HALFEN channels and HALFEN head bolts separately
Component parts:• Hammer-head tie with serration• Serrated counter-plate
Product characteristics:The serrated grooves in the strap and the counter-plate guarantee a statically flawless load transmission. Three-dimensional adjustability is ensured through the half-channels that are con-creted in at right-angles to each other.
b ar
20
a1
l
FRd
24
Tabelle 20 HALFEN Verankerungslasche HKZ-GF und HKZ-GU
Characteristics: Product selection: gv = galvanized
Product a1
Product selection:A4 = stainless steel
grade 316
Dimensions Dimensions of fixation to
HALFEN cast-in channel with HALFEN T-head
bolt
Load range (tension)
Max. loadFD,Rd
Cavityb Product a1
Lengthl
Cavityar
Toler-ance
Slot
[kN] [kN] [mm] [mm] [mm] [mm] [mm] [mm] [mm]
± 3.5 ± 4.9
25 HKZ - GF 28/15 - 75 - gv HKZ - GF 28/15 - 75 - A4 115
50 a1± 20 11x55
HTA 28/15 HS 28/15M10x30
Tightening torque
MA=15Nm
50 HKZ - GF 28/15 - 100 - gv HKZ - GF 28/15 - 100 - A4 140
75 HKZ - GF 28/15 - 125 - gv HKZ - GF 28/15 - 125 - A4 165
100 HKZ - GF 28/15 - 150 - gv HKZ - GF 28/15 - 150 - A4 190
125 HKZ - GF 28/15 - 175 - gv HKZ - GF 28/15 - 175 - A4 215
± 7.0 ± 9.8
25 HKZ - GF 38/17 - 100 - gv HKZ - GF 38/17 - 100 - A4 143
75 a1± 20 13x55
HTA 38/17 HS 38/17M12x50
Tightening torque
MA=25Nm
50 HKZ - GF 38/17 - 125 - gv HKZ - GF 38/17 - 125 - A4 168
75 HKZ - GF 38/17 - 150 - gv HKZ - GF 38/17 - 150 - A4 193
100 HKZ - GF 38/17 - 175 - gv HKZ - GF 38/17 - 175 - A4 218
125 HKZ - GU 38/17 - 200 - gv HKZ - GU 38/17 - 200 - A4 243
75 a1± 20 13x60150 HKZ - GU 38/17 - 225 - gv HKZ - GU 38/17 - 225 - A4 268
175 HKZ - GU 38/17 - 250 - gv HKZ - GU 38/17 - 250 - A4 293
± 12.0 ± 16.8
50 HKZ - GU 50/30 - 200 - gv HKZ - GU 50/30 - 200 - A4 240
150 a1± 20 17x60
HTA 49/30 HS 50/30M16x50
Tightening torque
MA=60Nm
75 HKZ - GU 50/30 - 225 - gv HKZ - GU 50/30 - 225 - A4 265
100 HKZ - GU 50/30 - 250 - gv HKZ - GU 50/30 - 250 - A4 290
125 HKZ - GU 50/30 - 275 - gv HKZ - GU 50/30 - 275 - A4 315
150 HKZ - GU 50/30 - 300 - gv HKZ - GU 50/30 - 300 - A4 340
Short pieces 150, 200, or 250 mm long or drilled bolts approved by building regulations. When using drilled bolts, check the edge distance ar. Only limited use for facing panel anchorage!
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Tens ion and pressure res is tant connect ion for la tera l or thogonal sur faces
HALFEN HKZ-GF rest ra int t ie and HKZ-GU ( for tens i le and compress ive loads)
Product characteristics:The serrated grooves in the strap and the counter-plate guarantee a statically flawless load transmission.The closure on both sides using HALFEN T-head bolts and/or tapped plates with the use of concreted-in HTA HALFEN channels guarantees a non-positive and slip-free wind anchor-age. Adjustments can be made in three directions during the installation.
Component parts:• Tie with serrations, welded-on
threaded rod and pre-assembled tapped plate, nut and washer
• Serrated counter-plate
Ordering example: HKZ-GU-50/30-225-A4
ProductCavity a1Material (GV / A4)
Order the HALFEN channels and HALFEN head bolts separately
b ar
a1
l
FRd
HKZ-GF
HKZ-GU
25
Spiral reinforcement 60 x 80 mm
Product Order No.0249.100-
HFV-B-WB 00001
HFV-B-A4 00002
Table 21 HALFEN dowel restraint fitting Up to a grouting depth of 20 mm and a minimum plate thickness of 80 mm
ProductUpper parts and lower parts Dowel
HFV 1 HFV 2 HFV 4 HFV 5 HFV 7 HFV 8 HFV 9 HFV 3
Load range [kN] B
[mm]L
[mm]B
[mm]L
[mm]B
[mm]L
[mm]B
[mm]L
[mm]D
[mm]L
[mm]B
[mm]L
[mm]
40x100 32/60x120
D[mm]
L[mm]
B[mm]
L[mm]
B[mm]
L[mm]
2.5 18 100 17 50 44 100 16.5 100 16 150 17 10040 100 32/60 120
16 150
5.0 22 100 21 60 44 100 20.5 100 20 150 21 100 20 150
Remove the polystyrene be-fore positioning the dowel, and fill the socket with mortar
zu HFV 1, HFV 5 und HVF 9
Fill with mortar after positioning the dowel.Material: plastic
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
HALFEN dowel rest ra int f i t t ing (upper and lower par ts)
Slotted (oval) socket HFV 1
Slotted steel socket HFV 2 Grouting socket HFV 4
Plastic socket HFV 5
Material: plastic
Material: plastic
Material: stainless steel A4 Material: stainless steel A4
Material: stainless steel A4
Grouting socket HFV 9
Material: stainless steel A4
Loose dowel HFV 3
Material: stainless steel A4
Spiral reinforcement Type HFV B
Fixed dowel HFV 7 Plastic socket HFV 8
60
6
L
230
90 B50
486
L230
75B
230
L
6
120
60 B
60
LB
44/47
L
L
45
B
45
486
60
L
230
D
L
B
D
32/60x120
Ø40x100
26
Dowel HALFEN dowel restraint fitting – upper parts
HFV 3 HFV 1 HFV 2 HFV 5 HFV 8
HA
LFEN
dow
el r
estr
aint
fitt
ing
– lo
wer
par
ts
HFV 4
HFV 5
HFV 7
Combina-tion with- out HFV 3
HFV 8
HFV 9
HALFEN HORIZONTAL ANCHORING / DOWEL RESTRAINTS
Poss ib le combinat ions of the HALFEN dowel rest ra int f i t t ing
Ordering example: HFV - 8 3 4 - 2.5RestraintUpper part, typeDowel, typeLower part, typeLoad range
e.g. Combination Upper part HFV 8 Dowel HFV 3 Lower part HFV 4
27
HALFEN PARAPET CORBELS
New parapet corbe l f rom 2006
Standard parapet corbel without height (vertical) adjustment bolt.Types: BRA-1 to BRA-8.Larger special profiles are possible. The adjustment of the height is only possible to a limited extent. To do this, additional steel shims are required, which are placed underneath at the front thrust bearing. Fixation of the
parapet corbel using a HALFEN cast-in channel or an approved anchor bolt. This product is used, for example, to fix balcony units. In doing this, the parapet corbel should be installed deep in the floor slab. Only install 2 parapet corbels per parapet unit; an adjustable version is strongly recommended for more corbels.
Spandrel version parapet corbel with-out height (vertical) adjustment boltTypes: BRA-1 to BRA-8.Larger special profiles are possible.The adjustment of the height is only possible to a limited extent. To do this, additional steel shims are required, which are placed underneath at the front thrust bearing. Fixation of the
parapet corbel using a HALFEN cast-in channel or an approved anchor bolt. This product is used, for example, for spandrel elements in the roof area. Only install 2 parapet corbels per spandrel element, an adjustable ver-sion is strongly recommended for more corbels.
Standard parapet corbel with height adjustment screw.Types: BRA-1 to BRA-8.Larger special profiles are possible. Fixation of the parapet corbel using a HALFEN cast-in channel or an ap-proved anchor bolt.
The adjusting unit BRA-M2 is necessary for height (vertical) adjustment using the adjusting bolt.
Types: BRA-1 to BRA-8. Larger special profiles are possible. Fixation of the parapet corbel using a HALFEN cast-in channel or an appro-ved anchor bolt.
The adjusting unit BRA-M2 is necessary for height (vertical) adjustment using the adjusting bolt.
BRA-N, Standard vers ion
BRA-A, Spandre l vers ion
BRA-NJ, S tandard vers ion, ad justable
Parapet corbe l , Spandre l vers ion, ad justable
Type
-appr
oved
Type
-appr
oved
Type
-appr
oved
Type
-appr
oved
28
Table 22 BRA - Dimensions / Standard lengths L in mm Parapet slab thickness / Reinforcement
TypePreferenced profile length L for Cavity Profile height
hSlotLL
Embedded depth
te
Slab thicknessmin f
Rodds
Cavityi0 - 40 60 - 100 120 - 140
BRA 1 400 450 500 44 17 x 80 70 100 Ø 10 40
BRA 2 450 500 550 48 19 x 80 72 100 Ø 10 40
BRA 3 500 550 600 54 19 x 80 82 110 Ø 12 50
BRA 4 550 600 650 66 21 x 80 92 120 Ø 14 60
BRA 5 550 600 650 70 24 x 80 102 130 Ø 14 70
BRA 6 600 650 700 83 24 x 80 108 135 Ø 16 75
BRA 7 650 700 750 84 24 x 80 123 150 Ø 16 90
BRA 8 700 750 800 85 24 x 80 125 150 Ø 20 90
Material stainless steel A4
Table 24 BRA - Assembly accessories M2 depending on the profile
Assembly kit 2 Dimensions suppliedwashersHexagonal bolt Footplate
BRA - M2 - 1 M16 x 60 40x40x 6
1 pcsBRA - M2 - 2 M16 x 60 40x40x 6BRA - M2 - 3 M20 x 60 40x40x 7BRA - M2 - 4 M24 x 80 40x40x 7BRA - M2 - 5 M27 x 80 60x60x10
2 pcsBRA - M2 - 6 M27 x 80 60x60x10BRA - M2 - 7 M30 x 80 70x70x12BRA - M2 - 8 M30 x 80 70x70x12
Material stainless steel A4 or galvanized
Table 23 BRA - Assembly accessories M1 depending on the profile
Assembly kit 1 recommended HALFEN spacer bolt, order separately
BRA - M1 - 1 HS 40/22 M12 x 80BRA - M1 - 2 HS 50/30 M16 x 80BRA - M1 - 3 HS 50/30 M16 x 80BRA - M1 - 4 HS 50/30 M16 x 80BRA - M1 - 5 HS 50/30 M20 x 75BRA - M1 - 6 HS 50/30 M20 x 75BRA - M1 - 7 HS 50/30 M20 x 75BRA - M1 - 8 HS 50/30 M20 x 75
Material stainless steel A4 or galvanized
HALFEN PARAPET CORBELS
Insta l la t ion of the parapet corbe l
BRA-NStandard model without height adjustment bolt
BRA-NJ Standard model with height adjustment bolt
BRA Assembly accessories:Order BRA-M1 separatelyAssembly parts for HALFEN para-pet corbel
Complete set:Matrix plate, 2 shims for level equalization, t = 3 and t = 6 mm
Order BRA-M2 separatelyHeight adjustment for HALFEN parapet corbel BRA-NJ/-AJ
Complete set:Hexagonal bolt, locking plate, 1 or 2 shims for level equaliza-tion, t = 6 mm
min f
≥25 ≥35
65 b te50L
min f
65 b te50L
LLLL
i
ds
≥25 ≥35
i
dsh h
29
Table 26 HALFEN ULZ universal tie with serrations
ProductL c t f Slot Matrix plate Max. load on positio-
ning FRd [kN] [mm] [mm] [mm] [mm] [mm]
ULZ
183 30 5
40 55/11 25/25/4 Ø11 4.9233 30 5283 30 5333 30 5200 40 6
45 55/13 30/30/5 Ø13 9.8240 40 6280 40 6320 40 6450 40 6240 60 6
40 60/17 35/40/5 Ø17 16.8320 60 6450 60 6240 80 8
45 60/17 35/40/5 Ø17 16.8320 80 8450 80 8
• other dimensions on request • Material stainless steel A4
Max. load of the tie dependent on the bending shape
HALFEN UNIVERSAL TIES
HALFEN ULZ universa l t ies
Ordering example: ULZ-40-6-200ProductWidth cThickness tLength L
Factory machining, please quote dimensions when ordering (sketch)
Del ivery opt ions for the ULZ universa l t ie - on request
Flat L-angle
Z-angleU-angle
NEW 200
6
L
f
ct
30
SOFTWARE
The HALFEN dimensioning programs BRA and FPA are user-friendly and easy to operate. The calculation takes place after the entry of the dimensions of the facing or parapet slab, the selection of the anchor types and some options.
It works without saying that both the FPA program and the BRA program – as well as the other HALFEN software – are equipped with a simple-to-operate Help function.
BRA calculation result
Description of the parapet corbel profile• Loads per profile• Recommendation for fixations to be used• Output of the results with a drawing• Output of the static verification•
FPA calculation result
Description of the calculated anchorage type• Loads per anchor• Designation of the spacer bolts or of the dowel • restraint fittingLoads for horizontal restraints• Suction protection where required• Output of the results with a drawing•
You can obtain our program by download from the Internet under www.HALFEN-deha.de/Download or on our latest Dimensioning Software CD, which you can order free of charge.
HALFEN of fers the p lanner an idea l tool wi th i ts d imens ioning programs.
As an alternative, the dimen-sions can also be entered via a ViewEdit window.
31
BASIC STATIC CALCULATIONS
HALFEN Façade Panel Anchor
HALFEN façade panel anchors
α = Angle of inclination(See Tables 3 to 5)
Dimensioning of the anchor forces:G = Vertical weight from proportional dead weight of the slabWith symmetrical suspension, G per anchor is = ½ dead weight of the slab
W = Wind load per horizontal anchor (¼ of the wind load on the slab)In the case of different overhangs of the supports or in case of peak suction, the horizontal loads must be calculated more accurately.wd = 1.25 x cp x q x prop. Aws = 1.1 x cp x q x prop. A
According to expertise, global safety of 1.2 against lifting off
Partial safety correction values for the influences:γG = 1.35 constant influence (dead load)γQ = 1.50 variable influence (wind load)
Anchor forces:Vd = Vertical force in the anchor = G x γGHd = Horizontal force in the anchor = Vd x tan αRd = Resulting diagonal load in the anchor = Root (Vd
2 + Hd2)
Dod = Horizontal force at top (from Dog,d + Dow,d)Dud = Horizontal force at base (from Dug,d + Duw,d)
Dog,d = Horizontal force at top from dead weight x γGmax Dow,d = Horizontal force at top from wind (wd x γQ)min Dow,d = Horizontal force at top from wind (ws x γQ) Dug,d = Horizontal force at base from dead weight x γGmax Duw,d = Horizontal force at base from wind (wd x γQ)min Duw,d = Horizontal force at base from wind (ws x γQ)
Condition:If min Dod < 0 → Suction protection necessary (e.g. adjustable restraint)If min Dud < 0 → Suction protection necessary (e.g. adjustable restraint)
Berechnung:ΣMA → Dug,d = ( Hd x h2 + Vd x e ) / h1
max Dud = Dug,d + max Duwd
min Dud = Dug,d – min Duw,d
ΣH → Dog,d = Hd – Dug,d
max Dod = Dog,d + max Dowd
min Dod = Dog,d – min Dow,d
h
h2
f b
h1
α
h1
e
V R
Do
H
G
W
Du
Du
32
Table 28 Maximum load
Max. load BRA 1 BRA 2 BRA 3 BRA 4 BRA 5 BRA 6 BRA 7 BRA 8Mpl,y,d [kNcm] 203 244 420 631 879 1204 1529 2106Mpl,z,d [kNcm] 185 228 398 599 816 1086 1437 2034Npl,d [kN] 137 148 231 279 374 427 540 769Vpl,z,d [kN] 44 46 73 86 119 136 170 246
Table 27 FixationFixation BRA 1 BRA 2 BRA 3 BRA 4 BRA 5 BRA 6 BRA 7 BRA 8HALFEN cast-in channel HTA 40/25 49/30 49/30 49/30 54/33 54/33 54/33 54/33
HTA - Fz,Rd [kN] 11.2 16.8 16.8 16.8 30.8 30.8 30.8 30.8HALFEN spacer bolt HS M12 M16 M16 M16 M20 M20 M20 M20
HS - Fz,Rd [kN] 13 24.2 24.2 24.2 37.8 37.8 37.8 37.8
BASIC STATIC CALCULATIONS
HALFEN parapet corbe l
Static systemsInfluences, Partial safety correction factors
Dimensioning (see also product statics)
1.
2.
3.
4.
5. Vertical displacement
from dead weight
from vertical load (flower pot)
from horizontal load (railing load)
from wind
Please use our Dimensioning Software for the selection of the correct type of anchor and the static verification.
Influences:G = Dead weightV1 = Vertical load (flower pot)Hd = Horizontal load (railing load)W = Wind load
Partial security correction values for the influences:γG = 1.35 (dead load)γQ = 1.5 (life loads)
Thrustbearing
L
Z
65 y 50 b f
te
a1
h 1
e w
h/2
h/2
W
Z
D
G
HV
MyMi
WV
33
HALFEN FRONT PANEL (FAÇADE) FIXATIONS
Concrete , cast s tone - and natura l s tone façadesThe façade of a building is the visible structural envelope and thereby the visit-ing card of the company. In addition to the aesthetic requirements on the façade, the latter also has, above all, very practi-cal functions to fulfill. It is primarily used as a protection against damp, rain, heat and noise.
In conjunction with the architectural requirements on the façade material and the type of façade, rear-ventilated designs in particular have proved their value with regard to long service life for brickwork, natural stone and concrete and cast stone façades. The care that the architect invests in the drafting and the design of the outer envelope is just as necessary for the planning of the non-visible sub-structure.
This applies in an exemplary manner to the curtain-type, rear-ventilated façades. The advantages are particularly large here. The sound insulation factor and the heat protection, for example, can be considerably improved.The latter is particularly important with regard to the continuously increasing requirements on energy and affects the protection of heat in both the winter and the summer periods. Large insula-tion factors can be realized in the cavities without problem.
HALFEN offers the appropriate sub-struc-ture and façade fixation for all require-ments. Our decades of experience and our claims for safety, quality and long service life have been vindicated.
Rely on proven safety, in particular where you want to mount high quality façade facings whose service life should correspond to that of the outer envelope. Inaccessible façade cavities require a high quality standard. And this is the proven safety that HALFEN offers you.
Fixation for brickwork support systemsLarge area rocks, slabs and brickwork can also be supported with brickwork support systems. The brickwork support is avail-able in countless models and cantilever dimensions for all requirements.
Please refer to our catalog for more infor-mation: HALFEN FM Brickwork Support Systems
HALFEN FM Body AnchorThe most effective way to mount thin natural or cast stone slabs in front of a supporting concrete construction. The combination with grouted-in HALFEN channels in particular makes a fast installa-tion possible. Different products economi-cally cover all the necessary requirements on loading and cantilevers.
Please refer to our catalog for more infor-mation: HALFEN FS Natural Stone Anchors
HALFEN grout-in anchorsAn inexpensive and alternative fixation op-tion for natural stone and cast stone slabs is offered by the grout-in anchor.This fixation is suitable for both high loads and large cantilevers. The round shape has the advantage of not changing the load-bearing capacities, even in the case of possible misalignment along the tube axis.
Please refer to our catalog for more infor-mation: HALFEN FS Natural Stone Anchors
34
HALFEN FRONT PANEL (FAÇADE) FIXATIONS
Concrete , cast s tone - and natura l s tone façades
HALFEN Substructure SystemThis construction for rear ventilated and curtain wall façades made from thin natu-ral stone slabs or cast stone is particularly suitable for large cavities with large insula-tion thicknesses and irregular cavities.
Please refer to our catalog for more infor-mation: HALFEN FS Natural Stone Anchors
MVA Sleeve Sandwich Panel AnchorThe sleeve sandwich panel anchors for reinforced concrete façade elements connect the facing layer to the insulation and load-bearing layer. The system is particularly suitable for large-area slabs with a high insulation thickness.
Please refer to our catalog for more information: DEHA MVA Sleeve Sandwich Panel Anchor
SPA Sandwich Panel AnchorSandwich panels combine the supporting cha-racteristics of a concrete wall with the functional and design elements of facing wall constructions, linked by the type-tested HALFEN sandwich an-chor. The insulation layer core is only penetrated by a thin anchor.
Please refer to our catalog for more information: HALFEN SPA Sandwich Panel Anchor
35
F - 0
30 -
E - 0
3/08
1.
000
03/
08©
200
8 H
alfe
n G
mbH
, Ger
man
yap
plie
s al
so t
o co
pyin
g in
ext
ract
s.
NOTES REGARDING THIS CATALOGUETechnical and design changes reserved. The information in this publication is based on state-of-the-art technology at the time of publi-cation. We reserve the right to make technical and design changes at any time. Halfen GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors.
The Quality Management System of Halfen GmbH is certified for the locations in Germany, Switzerland and Poland according to DIN EN ISO 9001:2000, Certificate No. QS-281 HH.
Austria HALFEN Gesellschaft m.b.H.Leonard-Bernstein-Str. 101220 Wien
Phone: +43 - 1 - 259 6770 E-Mail: [email protected]: www.halfen.at
Fax: +43 - 1 - 259 - 6770 99
Belgium/Luxembourg HALFEN-FRIMEDA N.V.Borkelstraat 1312900 Schoten
Phone: +32 - 3 - 658 07 20E-Mail: [email protected]: www.halfen.be
Fax: +32 - 3 - 658 15 33
China HALFEN Construction Accessories Distribution Co.Ltd.Room 2112 Tower B, U-SpaceNo. 8 Guang Qu Men Wai StreetChao Yang District Beijing · P.R. China 100022
Phone: +86 - 10 5861 4009E-Mail: [email protected]: www.halfen.cn
Fax: +86 - 10 5861 4012
Czechia HALFEN-DEHA s.r.o.K Vypichu 986 · Komercni zóna Rudná, hala 625219 Rudná
Phone: +420 - 311 - 672 612E-Mail: [email protected]: www.halfen.cz
Fax: +420 - 311 - 671 417
France HALFEN S.A.S.18, rue Goubet75019 Paris
Phone: +33 - 1 - 445231 00E-Mail: [email protected]: www.halfen.fr
Fax: +33 - 1 - 445231 52
Germany HALFEN-DEHA Vertriebsgesellschaft mbHKatzbergstraße 3 40764 Langenfeld
Phone: +49 - 2173 - 970 0E-Mail: [email protected]: www.halfen.de
Fax: +49 - 2173 - 970 225
Italy HALFEN-DEHA S.r.l. Soc. UnipersonaleVia F.lli Bronzetti N° 2824124 Bergamo
Phone: +39 - 035 - 0760711E-Mail: [email protected]: www.halfen.it
Fax: +39 - 035 - 0760799
Netherlands HALFEN b.v.Vonderweg 57468 DC Enter
Phone: +31 - 547 - 3830 30E-Mail: [email protected]: www.halfen.nl
Fax: +31 - 547 - 3830 35
Norway HALFEN-FRIMEDA ASPostboks 20804095 Stavanger
Phone: +47 - 51 82 34 00E-Mail: [email protected]: www.halfen.no
Fax: +47 - 51 82 34 01
Poland HALFEN Sp. z o.o.Ul. Obornicka 28760-691 Poznan
Phone: +48 - 61 - 842 56 00E-Mail: [email protected]: www.halfen.pl
Fax: +48 - 61 - 842 56 01
Spain HALFEN-DEHA S.L.c/ Fuente de la Mora 2, 2° D28050 Madrid
Phone: +34 - 91 - 632 18 40E-Mail: [email protected]: www.halfen.es
Fax: +34 - 91 - 633 42 57
Sweden HALFEN ABBox 150435 23 Mölnlycke
Phone: +46 - 31 - 98 58 00E-Mail: [email protected]: www.halfen.se
Fax: +46 - 31 - 98 58 01
Switzerland HALFEN Swiss AGIndustriestrasse 32 8108 Dällikon
Phone: +41 - 44 - 849 78 78E-Mail: [email protected]: www.halfen.ch
Fax: +41 - 44 - 849 78 79
United Kingdom /Ireland
HALFEN Ltd.Humphrys Road · Woodside EstateDunstable LU5 4TP
Phone: +44 - 1582 - 47 03 00E-Mail: [email protected]: www.halfen.co.uk
Fax: +44 - 1582 - 47 03 04
CONTACT HALFEN WORLDWIDE
HALFEN is represented with subs id iar ies in the fo l lowing 14 countr ies , p lease contact us :
Furthermore HALFEN is represented with sales offices and distributors worldwide. Please contact us: www.halfen.com
