FERBOX Reverse bending connectors and stainless steel reinforcement

Transcription

1 for etter solutions... FERBOX wit truss measurement - Type approve FERBOX Reverse ening connectors an stainless steel reinforcement for te reinforcement an connection of concrete components Reinforcement for reliale oning

2 Contact Oslo Helsinki Moscow Lonon Warsaw Kiev Paris H-Bau Tecnik Bucarest Rome Mari Ankara H-BAU TECHNIK GMBH Am Güteranof 20 Germany Klettgau Pone +49 (0) Telefax +49 (0) info.klettgau@-au.e PRODUCTION AND DELIVERY NORTH-EAST Branenurger Allee Germany Nauen OT Wacow Pone +49 (0) Telefax +49 (0) info.erlin@-au.e SOUTH Paul Rieger Pone +49 (0) Telefax +49 (0) Moile +49 (0) paul.rieger@-au.e NORTH - EAST Ruolf Till Pone +49 (0) Telefax +49 (0) Moile +49 (0) rui.till@-au.e SOUTH - WEST Oliver Etzrot Pone +49 (0) Telefax +49 (0) Moile +49 (0) oliver.etzrot@-au.e

3 Contents Reverse ening connectors an stainless steel reinforcement for etter solutions... Content Ferox Reverse ening connectors Tecnical principles 4-5 Stanar types 6 Stanar types - Tecnical Data 7-11 Special types Max. overlap lengt for special types 14 Ties an joints in accorance wit EC2 15 Calculation in accorance wit DBV ulletin 16 Measurement values in accorance wit type approval testing Special types PENTABOX Tenering Stainless steel Bar steel, stirrups an mats Stainless steel mats 32 RIPINOX 33 STAIFIX STAIFIX accessories 35 1 Reinforcement for reliale oning

4 Service Reinforcement tener texts Using te new tenering tool from H-Bau Tecnik, arcitects an esigners can easily an irectly eme an plan reinforcement-specific H-Bau tener texts in teir tenering program. Using te igital tener text for FERBOX reverse ening connectors up to RI- PINOX stainless steel, all areas of te H-Bau reinforcement tecnology can e easily planne in eac tener. Features of te tenering tool: Prepare a tener online an plan wit ease Figure: H-Bau tenering tool Create an eit prouct-relate text Downloa te tener text in common ata formats (GAEB, Wor, Excel, Text) Prepare teners using customize text selection Free to use witout registering Tener tool GAEB, Wor, Excel, PDF igital... Tecnical service otline Our experience application tecnology staff are at your isposal wit teir specialist, competent support. Tey will e please to elp you furter an fin solutions in special cases of application in te fiel of reinforcement tecnology. * Fax: Tel.: +49 (0) / (0) /

5 for etter solutions... Ferox Reverse ening connectors Reinforcement for reliale oning Reinforcement for reliale oning

6 Ferox General FERBOX - Reverse ening connectors for te est joining Te prouct Te FERBOX reverse ening connector is a prefaricate reverse ening connector for easy an reliale joining of reinforce concrete components at various pases of construction. It is type approve in accorance wit EC2 an is istinguise y its numerous types an imensions. Te consistent quality stanar of FERBOX is ensure y continuous inouse an external monitoring. Avantages Quick an inexpensive installation Type approve in accorance wit EC2 Wie variety of types Protective oxes wit surface profiling ensure a very strong on Cover mae from rigi syntetic material. Quick, easy an safe to remove Tie lengts an en roller iameters in accorance wit EC2 an DBV ulletin Roun sell assemly possile Application areas FERBOX reverse ening connectors ensure easy an positive joining of reinforce concrete components concrete at various pases of construction. Tis results in walls, ceilings, trusses or stairs eing connecte togeter in a reliale manner. 4

7 Ferox General for etter solutions... Tecnical Notes FERBOX is type approve an conforms to te requirements in accorance wit EC2, as well as te DBV ulletin Reening of reinforce concrete an requirements of protective oxes. Tus, no uiling inspectorate approval is require. Stanar - Reinforcement ars Ø 8/10/12 Special - Reinforcement ars Ø 6/14/16 Te sort ceeks ensure tat te protective ox is covere wit concrete on all sies. Stanar lengt: 1.25 m. Furter lengts availale on request Protective ox Rears Ø 8/10/12 Installation manual Te FERBOX reverse ening connector must e accurately positione an attace on te formwork so tat it cannot move: - Nailing to te woo formwork - Weling or oning to te existing reinforcement After concreting te first section, te plastic cover an polystyrene plugs at te ens must e remove. Reening te rears using a reening pipe (accoring to DBV ulletin Reening of reinforce concrete an requirements of protective oxes ), te internal iameter of wic is only sligtly larger tan te ar iameter. Insert te pipe up to te start of te curve an put te rears in te correct position, y graually ening an respective follow-up in te irection of ening at te location of reening. Avoi ening ackwars an forwars! Te protective ox remaining in te joint must not e treate using formwork release oil! Remove any excess concrete Reinforce te next section an concrete. Installation on circular formwork Depening on te formwork raius, te ceeks of te protective ox are cut several times at equal istances on ot sies using a griner. On request, tis can e carrie out y te manufacturer at teir works. Tis enales te protective ox to e aapte to te circular formwork. Important: Make sure tat te internal rears are not amage! 5 Reinforcement for reliale oning

8 Ferox Stanar types For stanar applications, a series of single an ual row stanar types wit a lengt of 1.25 m is availale. Reverse ening connectors wit non-stanar stirrup, stirrup imensions an element lengts are availale as special types. Refer to Page 12. Overview of types an application Designs availale: FERBOX type E - Refer to Page 7 Single row connection of, e.g. concrete walls 80 mm to concrete wall or concrete support. FERBOX type B - Refer to Page 8 Dual row connection of, e.g. a concrete wall / ceiling to a concrete wall. FERBOX type BQ - Refer to Page 9 Dual row, toote connection of, e.g. a concrete wall / ceiling to a concrete wall. FERBOX type BL - Refer to Page 10 Dual row, toote connection of, e.g. a concrete wall / ceiling to a concrete wall. FERBOX type D - Refer to Page 11 Dual row connection of, e.g. concrete walls 270 mm to concrete wall. FERBOX type F - Refer to Page 11 Dual row connection of, e.g. prefaricate walls. Prouct efinition: Definition of te stanar types y type esignation, iameter an ivision. Example for orering: FERBOX type B Diameter ø & ivision e Legen: smoot Stirrup wit (ox wit +25mm) Type esignation toote Q toote L 6

9 Ferox type E Tecnical ata for etter solutions... FERBOX type E - single row connection H s B2 v F B1 Joint category, smoot Rears mae from B0B. Bening roller iameter BR = 6 x s Construction esign & imensions in accorance wit DBV ulletin* Stanar lengt 1.25 m Non-stanar imensions availale uner special type S5 (refer to Page 12-13) v e 1.25 m Type E Hook lengt v Tie lengt / Ø Stirrup istance e Stirrup eigt Protective ox wit Box eigt H Box ept + cover F Component tickness B1** Component tickness B2** E 8-10 E 8-15 E 8-20 E / E E E E E E E E * DBV ulletin Reening of reinforce concrete an requirements of protective oxes, January 2011 eition ** Depening on te concrete covering c v 7 Reinforcement for reliale oning

10 Ferox type B Tecnical ata FERBOX type B - ual row connection H F s B2 B1 Joint category, smoot Rears mae from B0B. Bening roller iameter BR = 6 x s Construction esign & imensions in acc. wit DBV ulletin* Stanar lengt 1.25 m Non-stanar imensions availale uner special type A0 (refer to Page 12-13) e 1.25 m 8 Type B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B Stirrup wit Tie lengt / Ø 4/12 Stirrup istance e Stirrup eigt Protective ox wit Box eigt H Box ept + cover F * DBV ulletin Reening of reinforce concrete an requirements of protective oxes, January 2011 eition ** Depening on te concrete covering c v Component tickness B1** Component tickness B2**

11 Ferox type BQ Tecnical ata for etter solutions... FERBOX type BQ - ual row connection [sear-serration in transverse irection] H F s B2 B1 Joint category, toote Rears mae from B0B. Bening roller iameter BR = 6 x s Construction esign & imensions in acc. wit DBV ulletin* Stanar lengt 1.25 m Non-stanar imensions availale uner special type A0 (refer to Page 12-13) e 1.25 m Type BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ Stirrup wit Tie lengt / Ø 4/12 Stirrup istance e Stirrup eigt Protective ox wit Box eigt H Box ept + cover F * DBV ulletin Reening of reinforce concrete an requirements of protective oxes, January 2011 eition ** Depening on te concrete covering c v Component tickness B1** Component tickness B2** Reinforcement for reliale oning

12 Ferox type BL Tecnical ata FERBOX type BL - ual row connection [sear-serration in longituinal irection] H F s B2 B1 Joint category, toote Rears mae from B0B. Bening roller iameter BR = 6 x s Construction esign & imensions in acc. wit DBV ulletin* Stanar lengt 1.25 m Non-stanar imensions availale uner A0 (refer to Page 12-13) Type BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL Stirrup wit Tie lengt / Ø Stirrup istance e Stirrup eigt Protective ox wit Box eigt H e Box ept + cover F * DBV ulletin Reening of reinforce concrete an requirements of protective oxes, January 2011 eition ** Depening on te concrete covering c v 1.25 m Component tickness B1** Component tickness B2**

13 Ferox type F, D Tecnical ata for etter solutions... FERBOX type F - ual row connection for prefaricate walls H FERBOX type D - ual row connection H s s B2 F e Joint category, smoot Rears mae from B0B. Construction esign & imensions in acc. wit DBV ulletin* Stanar lengt 1.25 m Non-stanar imensions availale uner A2 (refer to Page 12-13) 1.25 m Type F Stirrup wit Stirrup eigt / Ø Stirrup istance e Tie lengt Protective ox wit Box eigt H Box ept + cover F Component tickness B2** F 8-15 F 8-20 F / F F F / F B2 B1 e Joint category, smoot Rears mae from B0B. Bening roller iameter BR = 6 x s Construction esign & imensions in acc. wit DBV ulletin* Stanar lengt 1.25 m Non-stanar imensions availale uner D (refer to Page 12-13) 1.25 m Type D Stirrup wit Tie lengt / Ø Stirrup istance e Stirrup eigt Protective ox wit Box eigt H Box ept + cover F Component tickness B1** Component tickness B2** D D D D / D D / * DBV ulletin Reening of reinforce concrete an requirements of protective oxes, January 2011 eition ** Depening on te concrete covering c v 11 Reinforcement for reliale oning

14 Ferox Special types Tere are a total of 14 special types availale wit corresponing forms of stirrup. Te stirrup imensions an element lengts can e aritrarily selecte, restricte y prouction tecnology conitions an ox wit. Here, refer to te Tale on Page 14. Overview of types an application Availale in esign: smoot FERBOX type A0 Dual row connection of, e.g. a concrete wall / ceiling to a concrete wall. FERBOX type A1 Dual row connection of, e.g. a racket to a concrete wall. FERBOX type A2 Dual row connection of, e.g. a racket to a concrete wall. v FERBOX type A2V Dual row connection of, e.g. a racket to a concrete wall wit a larger tie lengt. v FERBOX type A3 Dual row connection of, e.g. a racket to a concrete wall. v FERBOX type R3 Dual row connection of, e.g. a rigi ceiling connection. FERBOX type D Dual row connection of, e.g. concrete walls 270 mm to concrete wall toote Q toote L

15 Ferox Special types for etter solutions... Designs availale: FERBOX type S1 Single row connection of, e.g. a concrete wall to a concrete wall or concrete support. smoot toote Q toote L v FERBOX type S2 Single row connection of, e.g. a concrete wall to a concrete wall or concrete support. FERBOX type S3 Dual row connection of, e.g. a concrete wall / ceiling to a concrete wall. FERBOX type S4 Single row overlap joint on ot sies, e.g. wall to wall v FERBOX type S5 Single row connection of, e.g. concrete walls 80 mm to concrete wall or concrete support. FERBOX type S6 Dual row overlap joint on ot sies, e.g. wall to wall v FERBOX type S45 Dual row connection of, e.g. rigi ceiling connection. Prouct efinition: Definition of special types y type esignation (stirrup form), iameter an ivision, stirrup imensions an element lengt. Example for orering: FERBOX type A3/ ; =12 cm, =14 cm, v= cm, l=1.00 m Element lengt Stirrup imensions Diameter ø & ivision e Stirrup wit (ox wit +25mm) Type esignation 13 Reinforcement for reliale oning

16 Ferox maximum overlap lengts for special types Box Bar Ø Distance max. l ü for special type S1, S2, S4, S5 (E), D S3, S6, A0 (B), R3 A1, A2, A2V, A / 165* / 215* / 270* / 215* / 290* / 380* max. l ü for istance e = 2 mm on request * for tapere, curve rears, types A1, A2, A2V, A3 Box Bar Ø Distance max. l ü for special type S1, S2, S4, S5 (E), D S3, S6, A0 (B), R3 A1, A2, A2V, A / 335* / 4* / 2* / 220* / 280* / 420* / 1* / 2* / 320* / 435* / 5* / 580* / 320* / 0* / 580* / 220* / 3* / 480* / 515* / 580* / 580* / 515* / 580* / 580* / 0* / 4* / 580* / 580* / 580* / 580* / 520* / 600* / 600* / 380* / 5* / 580* Arrangement of rears an max. overlap lengt max. l ü 25 e e 25 Polystyrene plugs max. Polystyrene plugs Type B, E, S1, S2, S3, S4, S5, S6, A0, R3, D l = 1.25 m 25 e e 25 Polystyrene plugs max. Polystyrene plugs Type F, A1, A2, A2V, A3 normal curve l = 1.25 m Polystyrene plugs 25 e e 25 max. * l = 1.25 m Polystyrene plugs Type A1, A2, A2V, A3 tapere curve * for tapere, curve rears, types A1, A2, A2V, A3 14

17 Ferox Ties an joints in accorance wit EC2 for etter solutions... Overlap lengt an tie lengt In accorance wit EC2 an te DBV ulletin, te reinforcement for reverse ening connectors in te CCT can only e exploite up to 80%. Due to te 20% reuce steel tension, te tie lengt can also e reuce y 20%. Basic imensions of te tie lengt l,rq l,rq = s 4 s s f s f Bar iameter Steel tension reuce y 20%, in accorance wit DBV ulletin s 0/ = 348 N/mm² Bon stress in accorance wit EC2 Concrete strengt Basic imensions of te tie lengt l,rq Bon conition Bar iameter s C20/25 goo C25/ goo C/37 goo Tie lengt l Overlap lengt l 0 l = 1 5 l,rq l 0 = l 6 1 = 1 = 5 = 5 = 1.0 for straigt ens of ars 0.7 for non-straigt ens of ars in accorance wit EC2 1.0 for inirect storage 0.7 for irect storage 6 = 1.0 for s < 16 mm, a 8 s an c 1 4 s in accorance wit EC2, Tale NA.8.3 oterwise 6 = 1.4 e.g. for s = 12 mm, e = 100 mm, given tat a > 8 s Stanar overlap lengt l ü s F Ø s / e Overlap lengt for C20/25 l 0 100% l 0 80% l ü Stanar Ø 8 / 25 Ø 8 / 20 Ø 8 / 15 Ø 8 / 10 Ø 10 / Ø 10 / 20 Ø 10 / 15 Ø 10 / 10 Ø 12 / Ø 12 / Ø 12 / Ø 12 / * 635* * wen 6 = Reinforcement for reliale oning

18 Ferox Calculation in accorance wit DBV ulletin Source: DBV ulletin Reening of reinforce concrete an requirements of protective oxes January 2011 eition Figure 8: Measurement in te restricte conition of loa capacity - Cross-section values 16

19 Ferox Measurement values in accorance wit type approval testing for etter solutions... Sear force parallel to te joint - case a FERBOX type B Assumptions: Loa capacity of te joint in accorance wit case a, DBV ulletin - reening - refer to Page 16 a 1 5cm c = N = 0 Bounary of concrete section VE a1 a1 Te values in te tale are applicale to te stanar elements type B on Page 8 were: = 170 mm Ø 8 l ü = 320 mm Ø 10 l ü = 390 mm Ø 12 l ü = 460 mm max v E [kn/m] C20/25 Type B9 Type B12 Type B14 Type B16 Type B18 Type B20 Ø 8/25 87,4 92,7 96,2 99,7 103,2 106,7 Ø 8/20 104,2 109,5 113,0 116,5 120,0 123,5 Ø 8/15 1,3 137,5 141,0 144,5 148,0 151,5 Ø 8/10 1,3 164,3 187,0,5 204,0 207,5 Ø 10 / ,2 109,5 113,0 116,5 120,0 123,5 Ø 10 / ,2 1,5 134,0 137,5 141,0 144,5 Ø 10 / 15 1,3 164,3 169,0 172,5 176,0 179,5 Ø 10 / ,3 187,0 209,7 232,3 249,6 Ø 12 / ,8 119,1 122,6 126,1 129,6 133,1 Ø 12 / 20 1,3 142,5 146,0 149,5 153,0 156,5 Ø 12 / ,3 185,0 188,5 192,0 195,5 Ø 12 / ,0 209,7 232,3 255,0 C25/ Type B9 Type B12 Type B14 Type B16 Type B18 Type B20 Ø 8/25 101,4 107,5 111,6 115,7 119,7 123,8 Ø 8/20 120,9 127,0 131,1 135,2 139,2 143,3 Ø 8/15 153,4 159,5 163,6 167,7 171,7 175,8 Ø 8/10 162,9 205,4 228,6 232,7 236,8 2,8 Ø 10 / ,9 127,0 131,1 135,2 139,2 143,3 Ø 10 / ,3 151,4 155,5 159,5 163,6 167,7 Ø 10 / ,9 192,0 196,1,2 204,2 208,3 Ø 10 / ,4 233,8 262,1 285,5 289,6 Ø 12 / ,1 138,2 142,2 146,3,4 154,4 Ø 12 / ,2 165,3 169,4 173,5 177,5 181,6 Ø 12 / ,4 214,7 218,8 222,8 226,9 Ø 12 / ,8 262,1 290,4 317,4 C/37 Type B9 Type B12 Type B14 Type B16 Type B18 Type B20 Ø 8/25 114,5 121,4 126,0 1,6 135,2 139,8 Ø 8/20 136,5 143,4 148,0 152,6 157,2 161,8 Ø 8/15 173,3 180,1 184,7 189,3 193,9 198,5 Ø 8/10 195,5 246,5 258,2 262,8 267,4 271,9 Ø 10 / ,5 143,4 148,0 152,6 157,2 161,8 Ø 10 / ,1 171,0 175,6 180,2 184,8 189,4 Ø 10 / ,5 216,9 221,5 226,0 2,6 235,2 Ø 10 / ,5 280,5 314,5 322,4 327,0 Ø 12 / ,1 156,0 160,6 165,2 169,8 174,4 Ø 12 / ,8 186,7 191,3 195,9,5 205,1 Ø 12 / ,8 242,4 247,0 251,6 256,2 Ø 12 / ,5 314,5 348,5 358,5 Oserve te notes in te type approval testing! For larger tie an overlap lengts, greater measurement values are possile. Please contact our application tecnology epartment. Tel.: +49 (0) / Fax: +49 (0) / * 17 Reinforcement for reliale oning

20 Ferox Measurement values in accorance wit type approval testing Sear force parallel to te joint - case a FERBOX type BL Assumptions: Loa capacity of te joint in accorance wit case a, DBV ulletin - reening - refer to Page 16 a 1 5cm c = N = 0 toote in accorance wit EC2 Te values in te tale are applicale to te stanar elements type BL on Page 10 were: = 170 mm Ø 8 l ü = 320 mm Ø 10 l ü = 390 mm Ø 12 l ü = 460 mm max v E [kn/m] C20/25 Type BL9 Type BL12 Type BL14 Type BL16 Type BL18 Type BL20 Ø 8/25 144,1 157,2 166,0 174,7 183,5 192,3 Ø 8/20 167,5 180,6 189,4 198,2 206,9 215,7 Ø 8/15 206,5 219,6 228,4 237,2 245,9 254,7 Ø 8/10 284,5 297,7 6,4 315,2 324,0 332,7 Ø 10 / ,5 180,6 189,4 198,2 206,9 215,7 Ø 10 / ,7 209,9 218,7 227,4 236,2 245,0 Ø 10 / ,5 258,7 267,4 276,2 285,0 293,7 Ø 10 / ,2 365,0 373,7 382,5 391,3 Ø 12 / ,1 193,2 202,0 210,8 219,5 228,3 Ø 12 / ,5 225,6 234,4 243,2 251,9 260,7 Ø 12 / ,7 288,4 297,2 6,0 314,7 Ø 12 / ,5 5,3 414,0 422,8 C25/ Type BL9 Type BL12 Type BL14 Type BL16 Type BL18 Type BL20 Ø 8/25 167,2 182,4 192,6 202,8 213,0 223,1 Ø 8/20 194,3 209,6 219,8 229,9 2,1 2,3 Ø 8/15 239,6 254,9 265,0 275,2 285,4 295,6 Ø 8/10 3,2 345,4 355,6 365,8 375,9 386,1 Ø 10 / ,3 209,6 219,8 229,9 2,1 2,3 Ø 10 / ,3 243,6 253,7 263,9 274,1 284,2 Ø 10 / ,9 0,1 310,3 320,5 3,7 3,8 Ø 10 / ,3 423,5 433,7 443,9 454,0 Ø 12 / ,0 224,2 234,4 244,6 254,7 264,9 Ø 12 / ,6 261,8 272,0 282,2 292,4 2,5 Ø 12 / ,5 334,7 344,9 355,1 365,2 Ø 12 / ,1 470,3 480,4 490,6 C/37 Type BL9 Type BL12 Type BL14 Type BL16 Type BL18 Type BL20 Ø 8/25 188,8 206,0 217,5 229,0 2,5 252,0 Ø 8/20 219,4 236,7 248,2 259,7 271,2 282,6 Ø 8/15 270,6 287,8 299,3 310,8 322,3 333,8 Ø 8/10 372,8 390,1 1,6 413,0 424,5 436,0 Ø 10 / ,4 236,7 248,2 259,7 271,2 282,6 Ø 10 / ,8 275,0 286,5 298,0 9,5 321,0 Ø 10 / ,7 338,9 3,4 361,9 373,4 384,9 Ø 10 / ,8 478,3 489,7 1,2 512,7 Ø 12 / ,0 253,2 264,7 276,2 287,7 299,2 Ø 12 / ,4 295,7 7,2 318,7 3,1 341,6 Ø 12 / ,5 378,0 389,4 0,9 412,4 Ø 12 / ,5 531,0 542,5 554,0 Oserve te notes in te type approval testing! 18 For larger tie an overlap lengts, greater measurement values are possile. Please contact our application tecnology epartment. Tel.: +49 (0) / Fax: +49 (0) / *

21 Ferox Measurement values in accorance wit type approval testing for etter solutions... Sear force vertical to te joint witout sear force reinforcement - case c FERBOX type B Assumptions: Loa capacity of te joint in accorance wit case c, DBV ulletin - reening - refer to Page 16 c = 0 Bounary of concrete section VE Te values in te tale are applicale to te stanar elements type B on Page 8 were: = 170 mm Ø 8 l ü = 320 mm Ø 10 l ü = 390 mm Ø 12 l ü = 460 mm maximum sear force capaility of te connection witout sear force reinforcement in te ceiling: max v E [kn/m] C20/25 Type B 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 49,4 53,0 56,5 60,1 62,9 62,9 62,9 62,9 62,9 Ø 8 / 20 49,4 53,0 56,5 60,1 63,6 65,8 67,9 70,0 72,1 Ø 8 / 15 49,4 53,0 56,5 60,1 63,6 65,8 67,9 70,0 72,1 Ø 8 / 10-53,0 56,5 60,1 63,6 65,8 67,9 70,0 72,1 Ø 10 / 25 49,4 53,0 56,5 60,1 63,6 65,8 67,9 70,0 72,1 Ø 10 / 20 49,4 53,0 56,5 60,1 63,6 65,8 67,9 70,0 72,1 Ø 10 / 15 49,4 53,0 56,5 60,1 63,6 65,8 67,9 70,0 72,1 Ø 10 / ,5 60,1 63,6 65,8 67,9 70,0 72,1 Ø 12 / 25 53,1 62,0 65,9 69,4 73,0 75,2 77,3 79,4 81,5 Ø 12 / 20 53,1 62,0 65,9 69,4 73,0 75,2 77,3 79,4 81,5 Ø 12 / 15-62,0 65,9 69,4 73,0 75,2 77,3 79,4 81,5 Ø 12 / ,5 71,0 73,5 75,2 77,3 79,4 81,5 C25/ Type B 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 56,5 60,4 62,9 62,9 62,9 62,9 62,9 62,9 62,9 Ø 8 / 20 56,5 60,4 64,4 68,3 72,3 74,7 77,1 78,7 78,7 Ø 8 / 15 56,5 60,4 64,4 68,3 72,3 74,7 77,1 79,5 81,8 Ø 8 / 10-60,4 64,4 68,3 72,3 74,7 77,1 79,5 81,8 Ø 10 / 25 56,5 60,4 64,4 68,3 72,3 74,7 77,1 79,5 81,8 Ø 10 / 20 56,5 60,4 64,4 68,3 72,3 74,7 77,1 79,5 81,8 Ø 10 / 15 56,5 60,4 64,4 68,3 72,3 74,7 77,1 79,5 81,8 Ø 10 / ,4 68,3 72,3 74,7 77,1 79,5 81,8 Ø 12 / 25 59,4 69,3 75,3 79,2 83,2 85,6 88,0 90,4 92,7 Ø 12 / 20 59,4 69,3 75,3 79,2 83,2 85,6 88,0 90,4 92,7 Ø 12 / 15-69,3 75,3 79,2 83,2 85,6 88,0 90,4 92,7 Ø 12 / ,9 79,7 83,2 85,6 88,0 90,4 92,7 C/37 Type B 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 62,9 62,9 62,9 62,9 62,9 62,9 62,9 62,9 62,9 Ø 8 / 20 62,9 67,3 71,6 76,0 78,7 78,7 78,7 78,7 78,7 Ø 8 / 15 62,9 67,3 71,6 76,0 80,3 83,0 85,6 88,2 90,7 Ø 8 / 10-67,3 71,6 76,0 80,3 83,0 85,6 88,2 90,7 Ø 10 / 25 62,9 67,3 71,6 76,0 80,3 83,0 85,6 88,2 90,7 Ø 10 / 20 62,9 67,3 71,6 76,0 80,3 83,0 85,6 88,2 90,7 Ø 10 / 15 62,9 67,3 71,6 76,0 80,3 83,0 85,6 88,2 90,7 Ø 10 / ,6 76,0 80,3 83,0 85,6 88,2 90,7 Ø 12 / 25 65,1 75,9 83,9 88,3 92,6 95,3 97,9 100,5 103,0 Ø 12 / 20 65,1 75,9 83,9 88,3 92,6 95,3 97,9 100,5 103,0 Ø 12 / 15-75,9 83,9 88,3 92,6 95,3 97,9 100,5 103,0 Ø 12 / ,7 88,3 92,6 95,3 97,9 100,5 103,0 Oserve te notes in te type approval testing! 19 Reinforcement for reliale oning

22 Ferox Measurement values in accorance wit type approval testing Sear force vertical to te joint witout sear force reinforcement - case c FERBOX type BQ Assumptions: Loa capacity of te joint in accorance wit case c, DBV ulletin - reening - refer to Page 16 c = 0 toote in accorance wit EC2 Bounary of concrete section t VE Te values in te tale are applicale to te stanar elements type BQ on Page 9 were: = 170 mm Ø 8 l ü = 320 mm Ø 10 l ü = 390 mm Ø 12 l ü = 460 mm maximum sear force capaility of te connection witout sear force reinforcement in te ceiling: max v E [kn/m] C20/25 Type BQ 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 53,1 62,0 62,9 62,9 62,9 62,9 62,9 62,9 62,9 Ø 8 / 20 53,1 62,0 70,8 78,7 78,7 78,7 78,7 78,7 78,7 Ø 8 / 15 53,1 62,0 70,8 79,7 88,5 94,0 99,4 104,7 104,9 Ø 8 / 10-62,0 70,8 79,7 88,5 94,0 99,4 104,7 109,8 Ø 10 / 25 53,1 62,0 70,8 79,7 88,5 94,0 95,6 95,6 95,6 Ø 10 / 20 53,1 62,0 70,8 79,7 88,5 94,0 99,4 104,7 109,8 Ø 10 / 15 53,1 62,0 70,8 79,7 88,5 94,0 99,4 104,7 109,8 Ø 10 / ,8 79,7 88,5 94,0 99,4 104,7 109,8 Ø 12 / 25 53,1 62,0 70,8 79,7 88,5 94,0 99,4 104,7 109,8 Ø 12 / 20 53,1 62,0 70,8 79,7 88,5 94,0 99,4 104,7 109,8 Ø 12 / 15 55,8 62,0 70,8 79,7 88,5 94,0 99,4 104,7 109,8 Ø 12 / ,4 83,7 89,8 94,0 99,4 104,7 109,8 C25/ Type BQ 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 59,4 62,9 62,9 62,9 62,9 62,9 62,9 62,9 62,9 Ø 8 / 20 59,4 69,3 78,7 78,7 78,7 78,7 78,7 78,7 78,7 Ø 8 / 15 59,4 69,3 79,2 89,1 99,0 104,9 104,9 104,9 104,9 Ø 8 / 10-69,3 79,2 89,1 99,0 105,1 111,1 117,0 122,8 Ø 10 / 25 59,4 69,3 79,2 89,1 98,3 98,3 98,3 98,3 98,3 Ø 10 / 20 59,4 69,3 79,2 89,1 99,0 105,1 111,1 117,0 122,8 Ø 10 / 15 59,4 69,3 79,2 89,1 99,0 105,1 111,1 117,0 122,8 Ø 10 / ,2 89,1 99,0 105,1 111,1 117,0 122,8 Ø 12 / 25 59,4 69,3 79,2 89,1 99,0 105,1 111,1 117,0 122,8 Ø 12 / 20 59,4 69,3 79,2 89,1 99,0 105,1 111,1 117,0 122,8 Ø 12 / 15 60,1 69,3 79,2 89,1 99,0 105,1 111,1 117,0 122,8 Ø 12 / ,4 90,2 99,0 105,1 111,1 117,0 122,8 C/37 Type BQ 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 62,9 62,9 62,9 62,9 62,9 62,9 62,9 62,9 62,9 Ø 8 / 20 65,1 75,9 78,7 78,7 78,7 78,7 78,7 78,7 78,7 Ø 8 / 15 65,1 75,9 86,8 97,6 104,9 104,9 104,9 104,9 104,9 Ø 8 / 10-75,9 86,8 97,6 108,4 115,1 121,7 128,2 134,5 Ø 10 / 25 65,1 75,9 86,8 97,6 98,3 98,3 98,3 98,3 98,3 Ø 10 / 20 65,1 75,9 86,8 97,6 108,4 115,1 121,7 122,9 122,9 Ø 10 / 15 65,1 75,9 86,8 97,6 108,4 115,1 121,7 128,2 134,5 Ø 10 / ,8 97,6 108,4 115,1 121,7 128,2 134,5 Ø 12 / 25 65,1 75,9 86,8 97,6 108,4 115,1 121,7 128,2 134,5 Ø 12 / 20 65,1 75,9 86,8 97,6 108,4 115,1 121,7 128,2 134,5 Ø 12 / 15 65,1 75,9 86,8 97,6 108,4 115,1 121,7 128,2 134,5 Ø 12 / ,6 97,6 108,4 115,1 121,7 128,2 134,5 Oserve te notes in te type approval testing! 20

23 Ferox Measurement values in accorance wit type approval testing for etter solutions... Sear force vertical to te joint wit sear force reinforcement - case c FERBOX type B, BQ Assumptions: Loa capacity of te joint in accorance wit case c, DBV ulletin - reening - refer to Page 16 c = 0 Bounary of concrete section VE Joint, smoot or toote in accorance wit EC2 Te values in te tale are applicale to te stanar elements type B on Page 8 were: = 170 mm Ø 8 l ü = 320 mm Ø 10 l ü = 390 mm Ø 12 l ü = 460 mm maximum sear force capaility of te connection for sear force reinforcement in te ceiling: max v E [kn/m]] C20/25 Type B, BQ 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 69,9 69,9 69,9 69,9 69,9 69,9 69,9 69,9 69,9 Ø 8 / 20 82,9 87,4 87,4 87,4 87,4 87,4 87,4 87,4 87,4 Ø 8 / 15 82,9 108,4 116,6 116,6 116,6 116,6 116,6 116,6 116,6 Ø 8 / ,4 133,9 159,4 174,8 174,8 174,8 174,8 174,8 Ø 10 / 25 82,9 108,4 109,3 109,3 109,3 109,3 109,3 109,3 109,3 Ø 10 / 20 82,9 108,4 133,9 136,6 136,6 136,6 136,6 136,6 136,6 Ø 10 / 15 82,9 108,4 133,9 159,4 182,1 182,1 182,1 182,1 182,1 Ø 10 / ,9 159,4 184,9 210,4 235,9 261,4 273,2 Ø 12 / 25 82,9 108,4 133,9 157,4 157,4 157,4 157,4 157,4 157,4 Ø 12 / 20 82,9 108,4 133,9 159,4 184,9 196,7 196,7 196,7 196,7 Ø 12 / 15 82,9 108,4 133,9 159,4 184,9 210,4 235,9 261,4 262,3 Ø 12 / ,9 159,4 184,9 210,4 235,9 261,4 286,9 C25/ Type B, BQ 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 69,9 69,9 69,9 69,9 69,9 69,9 69,9 69,9 69,9 Ø 8 / 20 87,4 87,4 87,4 87,4 87,4 87,4 87,4 87,4 87,4 Ø 8 / ,6 116,6 116,6 116,6 116,6 116,6 116,6 116,6 116,6 Ø 8 / ,5 167,3 174,8 174,8 174,8 174,8 174,8 174,8 Ø 10 / ,6 109,3 109,3 109,3 109,3 109,3 109,3 109,3 109,3 Ø 10 / ,6 135,5 136,6 136,6 136,6 136,6 136,6 136,6 136,6 Ø 10 / ,6 135,5 167,3 182,1 182,1 182,1 182,1 182,1 182,1 Ø 10 / ,3 199,2 231,1 263,0 273,2 273,2 273,2 Ø 12 / ,6 135,5 157,4 157,4 157,4 157,4 157,4 157,4 157,4 Ø 12 / ,6 135,5 167,3 196,7 196,7 196,7 196,7 196,7 196,7 Ø 12 / ,6 135,5 167,3 199,2 231,1 262,3 262,3 262,3 262,3 Ø 12 / ,3 199,2 231,1 263,0 294,8 326,7 333,6 C/37 Type B, BQ 9, 12, 14, 16, 18, 20 =120 mm =1 mm =160 mm =180 mm = mm =220 mm =2 mm =260 mm =280 mm Ø 8 / 25 69,9 69,9 69,9 69,9 69,9 69,9 69,9 69,9 69,9 Ø 8 / 20 87,4 87,4 87,4 87,4 87,4 87,4 87,4 87,4 87,4 Ø 8 / ,6 116,6 116,6 116,6 116,6 116,6 116,6 116,6 116,6 Ø 8 / ,6 174,8 174,8 174,8 174,8 174,8 174,8 174,8 Ø 10 / ,3 109,3 109,3 109,3 109,3 109,3 109,3 109,3 109,3 Ø 10 / ,3 136,6 136,6 136,6 136,6 136,6 136,6 136,6 136,6 Ø 10 / ,3 162,6 182,1 182,1 182,1 182,1 182,1 182,1 182,1 Ø 10 / ,8 239,1 273,2 273,2 273,2 273,2 273,2 Ø 12 / ,3 157,4 157,4 157,4 157,4 157,4 157,4 157,4 157,4 Ø 12 / ,3 162,6 196,7 196,7 196,7 196,7 196,7 196,7 196,7 Ø 12 / ,3 162,6,8 239,1 262,3 262,3 262,3 262,3 262,3 Ø 12 / ,8 239,1 277,3 315,6 353,8 376,7 376,7 Oserve te notes in te type approval testing! 21 Reinforcement for reliale oning

24 Ferox Measurement values in accorance wit type approval testing Sear force vertical to te joint witout sear force reinforcement - case e FERBOX type B Assumptions: Loa capacity of te joint in accorance wit case e, DBV ulletin - reening - refer to Page 16 c = 0 Bounary of concrete section VE a1 Te values in te tale are applicale to te stanar elements type B on Page 8 were: = 170 mm Ø 8 l ü = 320 mm Ø 10 l ü = 390 mm Ø 12 l ü = 460 mm maximum sear force capaility of te connection witout sear force reinforcement in te ceiling: max v E [kn/m]] C20/25 Type B 9, 12, 14, 16, 18, 20 =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 44,3 49,4 53,0 56,5 56,7 56,7 Ø 8 / 20 44,3 49,4 53,0 56,5 60,1 63,6 Ø 8 / 15 44,3 49,4 53,0 56,5 60,1 63,6 Ø 8 / 10 44,3 49,4 53,0 56,5 60,1 63,6 Ø 10 / 25 44,3 49,4 53,0 56,5 60,1 63,6 Ø 10 / 20 44,3 49,4 53,0 56,5 60,1 63,6 Ø 10 / 15 44,3 49,4 53,0 56,5 60,1 63,6 Ø 10 / 10 -,8 53,2 56,5 60,1 63,6 Ø 12 / 25 44,3 53,1 62,0 65,9 69,4 73,0 Ø 12 / 20 44,9 53,1 62,0 65,9 69,4 73,0 Ø 12 / 15-55,8 62,0 65,9 69,4 73,0 Ø 12 / ,9 68,5 71,0 73,5 C25/ Type B 9, 12, 14, 16, 18, 20 =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 49,5 56,5 60,4 64,4 65,8 65,8 Ø 8 / 20 49,5 56,5 60,4 64,4 68,3 72,3 Ø 8 / 15 49,5 56,5 60,4 64,4 68,3 72,3 Ø 8 / 10 49,5 56,5 60,4 64,4 68,3 72,3 Ø 10 / 25 49,5 56,5 60,4 64,4 68,3 72,3 Ø 10 / 20 49,5 56,5 60,4 64,4 68,3 72,3 Ø 10 / 15 49,5 56,5 60,4 64,4 68,3 72,3 Ø 10 / 10-57,1 60,4 64,4 68,3 72,3 Ø 12 / 25 49,5 59,4 69,3 75,3 79,2 83,2 Ø 12 / 20 49,5 59,4 69,3 75,3 79,2 83,2 Ø 12 / 15-60,1 69,3 75,3 79,2 83,2 Ø 12 / ,1 76,9 79,7 83,2 C/37 Type B 9, 12, 14, 16, 18, 20 =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 54,2 62,9 67,3 69,9 69,9 69,9 Ø 8 / 20 54,2 62,9 67,3 71,6 76,0 80,3 Ø 8 / 15 54,2 62,9 67,3 71,6 76,0 80,3 Ø 8 / 10 54,2 62,9 67,3 71,6 76,0 80,3 Ø 10 / 25 54,2 62,9 67,3 71,6 76,0 80,3 Ø 10 / 20 54,2 62,9 67,3 71,6 76,0 80,3 Ø 10 / 15 54,2 62,9 67,3 71,6 76,0 80,3 Ø 10 / 10-62,9 67,3 71,6 76,0 80,3 Ø 12 / 25 54,2 65,1 75,9 83,9 88,3 92,6 Ø 12 / 20 54,2 65,1 75,9 83,9 88,3 92,6 Ø 12 / 15-65,1 75,9 83,9 88,3 92,6 Ø 12 / ,0 84,7 88,3 92,6 Oserve te notes in te type approval testing! A fixing moment of m E = v E z is covere y te existing reening reinforcement. For larger moments, coverage of te tensile force must e inepenently verifie. 22

25 Ferox Measurement values in accorance wit type approval testing for etter solutions... Sear force vertical to te joint witout sear force reinforcement - case e FERBOX type BQ Assumptions: Loa capacity of te joint in accorance wit case e, DBV ulletin - reening - refer to Page 16 c = 0 toote in accorance wit EC2 Bounary of concrete section t VE a1 cv Assumption cv = 25mm Assumption a1 = 10mm Te values in te tale are applicale to te stanar elements type BQ on Page 9 were: = 170 mm Ø 8 l ü = 320 mm Ø 10 l ü = 390 mm Ø 12 l ü = 460 mm maximum sear force capaility of te connection witout sear force reinforcement in te ceiling: max v E [kn/m]] C20/25 Type BQ 9, 12, 14, 16, 18, 20 =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 44,3 53,1 56,7 56,7 56,7 56,7 Ø 8 / 20 44,3 53,1 62,0 70,8 70,8 70,8 Ø 8 / 15 44,3 53,1 62,0 70,8 79,7 88,5 Ø 8 / 10 44,3 53,1 62,0 70,8 79,7 88,5 Ø 10 / 25 44,3 53,1 62,0 70,8 70,8 70,8 Ø 10 / 20 44,3 53,1 62,0 70,8 79,7 88,5 Ø 10 / 15 44,3 53,1 62,0 70,8 79,7 88,5 Ø 10 / 10-56,6 62,7 70,8 79,7 88,5 Ø 12 / 25 44,3 53,1 62,0 70,8 79,7 85,0 Ø 12 / 20 44,9 53,1 62,0 70,8 79,7 88,5 Ø 12 / 15-55,8 62,0 70,8 79,7 88,5 Ø 12 / ,8 77,4 83,7 89,8 C25/ Type BQ 9, 12, 14, 16, 18, 20 =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 49,5 59,4 65,8 65,8 65,8 65,8 Ø 8 / 20 49,5 59,4 69,3 79,2 82,2 82,2 Ø 8 / 15 49,5 59,4 69,3 79,2 89,1 99,0 Ø 8 / 10 49,5 59,4 69,3 79,2 89,1 99,0 Ø 10 / 25 49,5 59,4 69,3 79,2 82,2 82,2 Ø 10 / 20 49,5 59,4 69,3 79,2 89,1 99,0 Ø 10 / 15 49,5 59,4 69,3 79,2 89,1 99,0 Ø 10 / 10-60,9 69,3 79,2 89,1 99,0 Ø 12 / 25 49,5 59,4 69,3 79,2 89,1 98,6 Ø 12 / 20 49,5 59,4 69,3 79,2 89,1 99,0 Ø 12 / 15-60,1 69,3 79,2 89,1 99,0 Ø 12 / ,3 83,4 90,2 99,0 C/37 Type BQ 9, 12, 14, 16, 18, 20 =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 54,2 65,1 69,9 69,9 69,9 69,9 Ø 8 / 20 54,2 65,1 75,9 86,8 87,4 87,4 Ø 8 / 15 54,2 65,1 75,9 86,8 97,6 108,4 Ø 8 / 10 54,2 65,1 75,9 86,8 97,6 108,4 Ø 10 / 25 54,2 65,1 75,9 86,8 92,8 92,8 Ø 10 / 20 54,2 65,1 75,9 86,8 97,6 108,4 Ø 10 / 15 54,2 65,1 75,9 86,8 97,6 108,4 Ø 10 / 10-65,1 75,9 86,8 97,6 108,4 Ø 12 / 25 54,2 65,1 75,9 86,8 97,6 108,4 Ø 12 / 20 54,2 65,1 75,9 86,8 97,6 108,4 Ø 12 / 15-65,1 75,9 86,8 97,6 108,4 Ø 12 / ,0 88,6 97,6 108,4 Oserve te notes in te type approval testing! A fixing moment of m E = v E z is covere y te existing reening reinforcement. For larger moments, coverage of te tensile force must e inepenently verifie. 23 Reinforcement for reliale oning

26 Ferox Measurement values in accorance wit type approval testing Sear force vertical to te joint wit sear force reinforcement - case e FERBOX type B, BQ Assumptions: Loa capacity of te joint in accorance wit case e, DBV ulletin - reening - refer to Page 16 c = 0 Joint, smoot or toote in accorance wit EC2 Bounary of concrete section VE a1 Te values in te tale are applicale to te stanar elements type B on Page 8 were: = 170 mm Ø 8 l ü = 320 mm Ø 10 l ü = 390 mm Ø 12 l ü = 460 mm 24 maximum sear force capaility of te connection for sear force reinforcement in te ceiling: max v E [kn/m]] C20/25 Type B, BQ 9, 12, 14, 16, 18, 20 =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 56,7 56,7 56,7 56,7 56,7 56,7 Ø 8 / 20 70,8 70,8 70,8 70,8 70,8 70,8 Ø 8 / 15 73,3 94,4 94,4 94,4 94,4 94,4 Ø 8 / 10 73,3 98,8 124,3 141,7 141,7 141,7 Ø 10 / 25 70,8 70,8 70,8 70,8 70,8 70,8 Ø 10 / 20 73,3 88,5 88,5 88,5 88,5 88,5 Ø 10 / 15 73,3 98,8 118,1 118,1 118,1 118,1 Ø 10 / 10-98,8 124,3 149,8 175,3 177,1 Ø 12 / 25 73,3 85,0 85,0 85,0 85,0 85,0 Ø 12 / 20 73,3 98,8 106,2 106,2 106,2 106,2 Ø 12 / 15-98,8 124,3 141,7 141,7 141,7 Ø 12 / ,3 149,8 175,3,8 C25/ Type B, BQ 9, 12, 14, 16, 18, 20 Oserve te notes in te type approval testing! A fixing moment of m E = v E z is covere y te existing reening reinforcement. For larger moments, coverage of te tensile force must e inepenently verifie. =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 65,8 65,8 65,8 65,8 65,8 65,8 Ø 8 / 20 82,2 82,2 82,2 82,2 82,2 82,2 Ø 8 / 15 91,6 109,6 109,6 109,6 109,6 109,6 Ø 8 / 10 91,6 123,5 155,4 164,4 164,4 164,4 Ø 10 / 25 82,2 82,2 82,2 82,2 82,2 82,2 Ø 10 / 20 91,6 102,7 102,7 102,7 102,7 102,7 Ø 10 / 15 91,6 123,5 137,0 137,0 137,0 137,0 Ø 10 / ,5 155,4 187,3 205,5 205,5 Ø 12 / 25 91,6 98,6 98,6 98,6 98,6 98,6 Ø 12 / 20 91,6 123,3 123,3 123,3 123,3 123,3 Ø 12 / ,5 155,4 164,4 164,4 164,4 Ø 12 / ,4 187,3 219,1 246,6 C/37 Type B, BQ 9, 12, 14, 16, 18, 20 =100 mm =120 mm =1 mm =160 mm =180 mm = mm Ø 8 / 25 69,9 69,9 69,9 69,9 69,9 69,9 Ø 8 / 20 87,4 87,4 87,4 87,4 87,4 87,4 Ø 8 / ,0 116,6 116,6 116,6 116,6 116,6 Ø 8 / ,0 148,2 174,8 174,8 174,8 174,8 Ø 10 / 25 92,8 92,8 92,8 92,8 92,8 92,8 Ø 10 / ,0 116,0 116,0 116,0 116,0 116,0 Ø 10 / ,0 148,2 154,7 154,7 154,7 154,7 Ø 10 / ,2 186,5 224,7 232,0 232,0 Ø 12 / ,0 111,4 111,4 111,4 111,4 111,4 Ø 12 / ,0 139,2 139,2 139,2 139,2 139,2 Ø 12 / ,2 185,6 185,6 185,6 185,6 Ø 12 / ,5 224,7 263,0 278,4

27 Ferox Measurement values in accorance wit type approval testing for etter solutions... Sear force vertical to te joint - special case racket FERBOX type A3 N.B. For V R,2 < V E V R,1 close, vertical stirrups for stirrup forces of a total of 0.7 V E must e arrange. For V E V R,2 no aitional vertical stirrup is require. Joint, smoot or toote in accorance wit EC2 V ac VE For v, te following lengts are given: for s =8 mm v= 320 mm, for s =10 mm v= 390 mm, for s =12 mm v= 460 mm Type esignation: FERBOX type A3/ - ø - e v V lc 35 Bounary of concrete section maximum sear force capaility of te connection: max v E [kn/m] C20/25 = 180 mm l c = 180 mm a c = 90 mm = mm l c = mm a c = 100 mm = 220 mm l c = 220 mm a c = 110 mm = 2 mm l c = 2 mm a c = 1 mm = 280 mm l c = 280 mm a c = mm = 0 mm l c = 0 mm a c = 160 mm V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 Ø 8 / 20 42,5 42,5 51,0 51,0 59,5 59,5 67,4 67,4 75,0 75,0 81,4 81,4 Ø 8 / 15 55,6 48,0 66,9 56,9 78,1 65,7 88,6 79,0 98,8 90,9 107,3 96,3 Ø 8 / 10 75,7 48,0 97,0 56,9 113,5 65,7 129,3 79,0 144,5 90,9 157,0 96,3 Ø 10 / 20 51,9 47,6 62,4 56,4 73,0 65,3 82,9 78,6 92,5 90,6 102,7 96,0 Ø 10 / 15 67,6 47,6 81,5 56,4 95,4 65,3 108,6 78,6 121,3 90,6 134,9 96,0 Ø 12 / ,0 64,9 97,9 78,1 109,4 90,3 121,6 95,8 Ø 12 / ,9 64,9 127,8 78,1 143,1 90,3 159,1 95,8 C25/ V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 Ø 8 / 20 49,5 49,5 59,4 59,4 69,3 69,3 78,4 78,4 87,3 87,3 90,1 90,1 Ø 8 / 15 64,9 53,7 78,0 63,6 91,1 73,5 103,2 88,4 115,1 101,6 118,9 107,7 Ø 8 / 10 94,0 53,7 113,4 63,6 132,6 73,5,9 88,4 168,6 101,6 174,6 107,7 Ø 10 / 20 60,5 53,2 72,8 63,1 85,1 73,0 96,5 87,9 107,7 101,3 119,6 107,4 Ø 10 / 15 78,9 53,2 95,2 63,1 111,4 73,0 126,7 87,9 141,4 101,3 157,2 107,4 Ø 12 / ,6 62,6 100,3 72,5 114,1 87,4 127,4 101,0 141,6 107,1 Ø 12 / ,5 62,6 1,8 72,5 149,2 87,4 166,9 101,0 185,6 107,1 C/37 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 V R,1 V R,2 Ø 8 / 20 56,1 56,1 67,3 67,3 78,5 78,5 86,3 86,3 88,2 88,2 90,6 90,6 Ø 8 / 15 73,6 58,8 88,4 69,7 103,2 80,5 113,6 96,8 116,5 111,3 119,7 118,0 Ø 8 / ,8 58,8 128,7 69,7,6 80,5 166,5 96,8 171,3 111,3 176,4 118,0 Ø 10 / 20 68,6 58,3 82,5 69,1 96,4 80,0 109,3 96,2 121,9 111,0 135,4 117,6 Ø 10 / 15 89,6 58,3 108,0 69,1 126,3 80,0 143,6 96,2 160,3 111,0 178,1 117,6 Ø 12 / ,1 68,6 113,7 79,4 129,2 95,7 144,3 110,6 160,4 117,3 Ø 12 / ,6 68,6 148,4 79,4 169,2 95,7 189,3 110,6 210,5 117,3 Oserve te notes in te type approval testing! 25 Reinforcement for reliale oning

28 Ferox Orer form Overview of te FERBOX special an stanar types 26

29 Ferox Orer form By fax to +49 (0) / for etter solutions Construction project: 2. Proposal to: Company Contact person Telepone Fax Company stamp Street Post coe, Town 3. Project pase: Calculation contracting company: Requirement 4. Design: Pos. Type smoot Box esign toote Q toote L Reinforcement Dimensions Quantity [Pcs.] e s s e l ü * v L * oserve max. overlap lengts - refer to Page 14 Box esign: System rawing: Secure smoot toote Q toote L Example for orering: FERBOX type A3/ ; =12 cm, =14 cm, v= cm, l=1.00 m Element lengt Stirrup imensions Diameter ø & ivision e Stirrup wit (ox wit +25mm) Type esignation 27 Reinforcement for reliale oning

30 Ferox PENTABOX - Reverse ening connector for watertigt working joints Tecnical Information PENTABOX is a FERBOX reinforcement connection in comination wit PENTAFLEX Tape an, in comparison to conventional reverse ening connectors, provies te greatest possile reliaility against leaks aroun te joints. To prevent water permeaility along te protective ox, te FERBOX types are coate on ot sies wit PENTA- FLEX Tape at te factory. Tus, reverse ening connectors are also prouce in tis asic manner to ecome impervious to water. Types an imensions Stanar type ase on te FERBOX type B. Special types availale on request (refer to special types Page 26-27) For te imensions of te protective ox an reinforcement content, refer to Page 8. Avantages Hyrostatically seale Security against water permeaility y te oule-sie PENTA- FLEX coating Troule-free installation All requirements of te reverse ening connectors are fulfille PENTABOX reverse ening connectors can also e joine togeter y te PENTAFLEX Tape overlapping on ot sies. Areas of application PENTABOX is use in all areas of water contact. Areas of application are wall an ceiling connections, racket connections for wall supports or elongate rackets, as well as ligt cannel connections. 1. Concreting section 2. Concreting section Pentaflex - Ban 28

31 Ferox PENTABOX - Reverse ening connector for watertigt working joints for etter solutions... Installation manual Te PENTABOX reverse ening connector must e accurately positione an attace on te formwork so tat it cannot move: - Nailing to te woo formwork - Riveting to te metal formwork - Weling or oning to te existing reinforcement Te next PENTABOX must e joine flus an attace to te framework. Te overlapping PENTAFLEX Tape must e joine togeter. (Remove film an on te tape) Remove te protective film of te PENTAFLEX Tape an reinforce, encase an concrete te first section of wall. After concreting te first section, use a ammer to remove te plastic cover. Remove te polystyrene plugs from te ens of te ox. Reening te rears using a reening pipe (accoring to DBV ulletin Reening of reinforce concrete an requirements of protective oxes ), te internal iameter of wic is only sligtly larger tan te ar iameter. 10 cm Insert te pipe up to te start of te curve an put te rears in te correct position, y graually ening an respective follow-up in te irection at te location of reening. Avoi ening ackwars an forwars! Te protective ox remaining in te joint must not e treate using formwork release oil! Remove any excess concrete. Te overlapping PENTAFLEX Tape must e joine togeter. (Remove film an on te tape) Remove te protective film of te PENTAFLEX Tape an reinforce, encase an concrete te first section of wall. Installation on circular formwork Depening on te formwork raius, te ceeks of te protective ox are cut several times at equal istances on ot sies using a griner. On request, tis can e carrie out y te manufacturer at teir works. Tis enales te protective ox to e aapte to te circular formwork. Important: Make sure tat te interior rears an PENTAFLEX Tape are not amage! 29 Reinforcement for reliale oning

32 Ferox Tenering Output range: Area of application: DIN Concreting an reinforce concreting tasks External an internal walls Ceiling constructions Constructive fixtures FERBOX Reverse ening connectors 01 H-BAU Tecnik GmH FERBOX reverse ening connectors Reverse ening connectors for reinforce concrete components. 02 For construction m FERBOX type E Ø e m FERBOX type B Ø e m FERBOX type BQ Ø e m FERBOX type BL Ø e m FERBOX type D Ø e m FERBOX type F Ø e 09 Stanar lengt l = 1.25 m 10 Special lengt l =... m m FERBOX Special type elivery an installation 13 installation is carrie out in accorance wit te information provie y H-BAU Tecnik GmH Am Güteranof Klettgau-Erzingen Tel.: / Fax: / in accorance wit etail an reinforcement rawings No Material Laour UP GP...

33 for etter solutions... Stainless steel Stainless steel an ig-strengt fixing steel Steel for critical areas in reinforce concrete construction Reinforcement for reliale oning

34 Stainless steel mats Reinforce concrete mats mae from stainless steel Avantages Material Corrosion-resistant stainless steel Material No Material No Application Reinforcement of concrete components for special constructions tat must witstan special influencing factors, suc as penetrating moisture. Delivery Stanar imension ex stock Special mats accoring to orer ata (also availale in smaller quantities) Dimensions No risk of corrosion if cracks form in te concrete. Type Quality Dimensions Mes wit Bar iameter Reinforcement cross-section # [cm²/m] Weigt [kg/pc] /3 V4A x 2 x 3 1,41 24,10 100/4 V4A x x ,26 22,62 100/5 V4A x x ,96 33,93 100/6 V4A x x ,83,03 /6 V4A x 2 x 6 1,88 34,06 100/8 V4A x x ,02 90,26 /8 V4A x 2 x 8 3,35 61,46 Special mats wit oter imensions are availale on request. Application areas Stainless steel, reinforce concrete mats are use anywere were especially emaning requirements are place on te uraility of te reinforcement of concrete components: Protection against external influences, suc as moisture. Reinforcement of concrete facae slas at critical locations. Reinforcement of critical components for special constructions, suc as supporting walls, swimming pools or permeale concrete slas. Low concrete coverings 32

35 Ripinox Stainless steel rears for etter solutions... Application principle Avantages Material Corrosion-resistant stainless steel No No risk of corrosion if cracks form in te concrete. Approval RIPINOX is approve y te uiling inspectorate for iameters of 6-14 mm Antimagnetic Compreensive options for application ue to antimagnetic caracteristics (Material No ) Application - for ties an connections of all types. - for all connection reinforcing tat goes troug insulation. Application areas RIPINOX Rears are use anywere were special requirements are emane of te uraility of te reinforcement against external influences: Ties an connections of all types. Connection reinforcement of all types, aove all were tere is a risk of corrosion to te reinforcement. Reinforcement of joints in rige construction. Stirrup reinforcement in te area of rige ecks. Reinforcement of concrete facae slas at critical locations. No risk of corrosion if cracks form in te concrete. Reinforcement of critical locations for special constructions, suc as supporting walls, swimming pools, permeale concrete slas. Tecnical caracteristics Material No Ø Weigt per running metre [kg/m] Bar cross-section A [mm²] Tensile strengt f u [N/mm²] Yiel strengt f yk [N/mm²] Elongation 10 [%] 15 - Trea M6 M8 M10 M12 M14 Stress area (trea) A G [mm²] Tensile strengt (trea) Z R [kn] Material No Ø Weigt per running metre [kg/m] Bar cross-section A [mm²] Tensile strengt f u [N/mm²] Yiel strengt f yk [N/mm²] Elongation 10 [%] 15 - Trea M6 M8 M10 M12 M14 Stress area (trea) A G [mm²] Tensile strengt (trea) Z R [kn] Notes RIPINOX conforms to te ening regulations for rears. RIPINOX can e provie wit a trea if require. RIPINOX can e wele. Appropriate verification of te faricator require. RIPINOX can e elivere in oter iameters if require. 33 Reinforcement for reliale oning

36 Staifix & Duplex Hig-strengt & corrosion-resistant rears Application principle Avantages Hig-strengt an corrosion-resistant steel for tie an connection reinforcements Rie or smoot esign Hot-rolle an, tus, natural toug steel wit excellent properties Particularly ig tensile strengt for tenons an ancors (can e pretensione) Particularly ig sear strengt Hig impact strengt Hig tensile strengt an impact strengt at temperatures elow zero Hig fatigue strengt (for cyclic loae components) Hig corrosion-resistance (resistant against atmosperic an groun aggression) Tecnical caracteristics STAIFIX Stainless steel Material No Staifix rie Ø Weigt per running metre [kg/m] 1,61 2,51 3,93 4,93 5,66 6,43 10,05 Bar cross-section A S [mm²] Tensile strengt f u [N/mm²] Yiel strengt f yk [N/mm²] Elongation 10 [%] 15 - Trea M cut M16 M20 Stress area (trea) A G [mm²] Tensile strengt (trea) Z R [kn] 106,2 160,4 Trea M rolle M16 M20 M24 M27 M M33 M39 M42 Stress area (trea) A G [mm²] Tensile strengt (trea) Z R [kn] 106,2 160,4 218,2 267,1 322,3 398,7 560,8 623,3 Delivery of STAIFIX is in fixe lengts. STAIFIX can e provie wit a trea if require. STAIFIX Special sapes can e prouce accoring to rawing. Applicale for rears STAIFIX an DUPLEX : Te tensile strengt is etermine from te smaller of te two values Z R, Trea = A G x f u /(1.25 x m ) Z R, ar = A S x f yk /(1.1 x m ) A G = Stress area trea [mm²] f u = Tensile strengt [N/mm²] m = Safety coefficient

37 Staifix & Duplex Hig-strengt & corrosion-resistant rears an accessories for etter solutions... Tecnical caracteristics DUPLEX Stainless steel Material No DUPLEX smoot Ø Weigt per running metre [kg/m] 0,61 0,88 1,20 1,57 1,96 2,45 2,97 3,83 5,51 7, 10,8 16,6 Bar cross-section A S [mm²] 78, Tensile strengt f u [N/mm²] Yiel strengt f yk [N/mm²] Elongation 10 [%] Trea M cut M10 M12 M14 M16 M18 M20 M22 Stresse cross section (trea) A G Tensile strengt (trea) Z R [mm²] [kn] 58,0 84, ,0 55,2 75,3 102,8 125,7 160,4 198,3 Trea M rolle M16 M18 M20 M22 M24 M24 M27 M M36 M42 M52 Stresse cross section (trea) A G Tensile strengt (trea) Z R [mm²] [kn] ,8 125,7 160,4 198,3 219,8 231,1 284,1 367,2 5,1 651,6 960,0 STAIFIX accessories All STAIFIX accessories can e supplie y us in various sizes an imensions. STAIFIX Nut STAIFIX Annular nut STAIFIX Coupling STAIFIX Special coupling STAIFIX Turnuckle STAIFIX Ancor plate STAIFIX Dowel STAIFIX Ball joint 35 Reinforcement for reliale oning

38 NOTES

39 NOTES for etter solutions... Reinforcement for reliale oning

40 Concreting wit a system... ISOPRO ISOMAXX KE RAPIDOBAT HED / JSD+ FERBOX BOXFER GRIPRIP PENTAFLEX PLURAFLEX RIPINOX WARMBORD SCHALBORD ZEMBORD SCHALL-ISO ACCESSORIES 80 mm alcony insulation elements 120 mm alcony insulation elements Transport ancors Suttering tues Sear owels Reinforcement connectors Reinforcement connectors Masonry fixings Sealing tecnology Sealing tecnology Stainless steel Suttering elements Suttering elements Suttering elements Soun insulation elements Spacers H-BAU Tecnik GmH Am Güteranof 20 D Klettgau-Erzingen Tel (0) Fax + 49 (0) info.klettgau@-au.e Prouktion Nor-Ost Branenurger Allee D Nauen-Wacow Tel (0) Fax + 49 (0) info.erlin@-au.e 09/2012