Highbond anchor FHB II-A S

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Highbond anchor FHB II-A S The best performance in cracked concrete with the least installation effort VERSIONS APPROVALS zinc-plated steel stainless steel high corrosion-resistant steel ADVANTAGES

drilling and installation effort; thus allowing for an especially economical fixing. With the anchor rod FHBII-AS, the drill bit diameter is the same as the thread diameter.

1 Highbond anchor FHB II-A S The best performance in cracked concrete with the least installation effort VERSIONS APPROVALS zinc-plated steel stainless steel high corrosion-resistant steel ADVANTAGES BUILDING MATERIALS Approved for: Concrete C0/5 to C50/60, cracked and non-cracked Also suitable for: Concrete C1/15 APPLICATIONS FUNCTIONING The reduced anchorage depth of the FHBII-AS minimises the drilling and installation effort; thus allowing for an especially economical fixing. With the anchor rod FHBII-AS, the drill bit diameter is the same as the thread diameter. This allows for push-through installation without any tools and reduces the amount of mortar required. The cone shape of the anchor rod FHBII-AS is optimised for small axial and s in cracked concrete, as well as thin concrete members. As a result, it is suitable for a wide range of applications. The anchor rod FHBII-AS is approved for use both with capsules and with injection mortar. This guarantees maximum flexibility in the application. Guard rails Façades Staircases Steel consoles Masts Skirting protection Steelwork constructions Timber constructions Ideal for: Push-through installation The FHB II-A S is a bonded anchor with torque-controlled expansion for pre-positioned and push-through installation. With the FHB II-A S, the drill bit diameter is the same as the thread diameter, similar to with an anchor bolt. The anchor rod can be set either with injection mortar FIS HB or with the capsule FHB II-P(F), and is fully bonded in the drill hole. When tightening the hexagon nut, the anchor rod cones are pulled into the mortar shell, which expands against the drill hole wall. The styrene-free vinyl ester mortar fully seals the drill hole. When using the resin capsule, set the anchor rod through rotating and hitting motions with a hammer drill. Use the RA-SDS setting tool, Art.-No

2 Highbond anchor FHB II-A S TECHNICAL DATA Highbond anchor FHB II-A S galvanized FHB II-A S M10 x 60/ FHB II-A S M10 x 60/ FHB II-A S M10 x 60/ FHB II-A S M10 x 60/ FHB II-A S M10 x 75/ FHB II-A S M10 x 75/ FHB II-A S M10 x 75/ FHB II-A S M10 x 75/ FHB II-A S M1 x 75/ FHB II-A S M1 x 75/ FHB II-A S M1 x 75/ FHB II-A S M1 x 75/ FHB II-A S M1 x 75/ FHB II-A S M16 x 95/ FHB II-A S M16 x 95/ FHB II-A S M16 x 95/ FHB II-A S M16 x 95/ FHB II-A S M0 x 170/ FHB II-A S M4 x 170/ A4 FHB II-A S M10 x 60/10 A FHB II-A S M10 x 60/100 A FHB II-A S M10 x 60/0 A FHB II-A S M10 x 60/40 A FHB II-A S M10 x 60/60 A FHB II-A S M10 x 75/10 A FHB II-A S M10 x 75/100 A FHB II-A S M10 x 75/0 A FHB II-A S M10 x 75/40 A

3 Highbond anchor FHB II-A S FHB II-A S M10 x 75/60 A FHB II-A S M1 x 75/10 A FHB II-A S M1 x 75/100 A FHB II-A S M1 x 75/165 A FHB II-A S M1 x 75/5 A FHB II-A S M1 x 75/40 A FHB II-A S M1 x 75/60 A FHB II-A S M16 x 95/100 A FHB II-A S M16 x 95/165 A FHB II-A S M16 x 95/30 A FHB II-A S M16 x 95/60 A FHB II-A S M0 x 170/50 A FHB II-A S M4 x 170/50 A highly corrosion-resistant FHB II-A S M10 x 60/10 C FHB II-A S M10 x 60/0 C FHB II-A S M1 x 75/5 C FHB II-A S M1 x 75/40 C FHB II-A S M16 x 95/30 C FHB II-A S M16 x 95/60 C FHB II-A S M4 x 170/50 C

4 Fits Sales unit Item Art.-No. [pcs] Highbond anchor FHB II-A S Centring w for overhead installations 10 RA-SDS 0640 Adapter suitable fits set screw 1 Highbond anchor FHB II Highest permissible loads for a single anchor in concrete C0/5 Effective anchorage depth minimum member thickness Installation torque h ef h min T inst FHB II-A S M10x ,0 8,0 11, , 11, FHB II-A S M10x ,0 11,1 11, ,0 11, FHB II-A S M1x ,0 11,1 15, ,6 15, FHB II-A S M16x ,0 15,9 9, ,3 9, FHB II-A S M0x ,0 38,0 45, ,3 45, FHB II-A S M4x ,0 38,0 65, ,3 65, with a s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load. up to +50 C (resp. short term up to 80 C) and best possible drillhole cleaning according approval. For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval. 51 4

5 Highbond anchor FHB II-A S Highbond anchor FHB II-A S Highbond anchor FHB II A4 Highest permissible loads for a single anchor in concrete C0/5 Effective anchorage depth Minimum member thickness Installation torque h ef h min T inst FHB II-A S M10x60 A ,0 8,0 13, , 13, FHB II-A S M10x75 A ,0 11,1 13, ,0 13, FHB II-A S M1x75 A ,0 11,1 19, ,6 19, FHB II-A S M16x95 A ,0 15,9 31, ,3 35, FHB II-A S M0x170 A ,0 38,0 55, ,3 55, FHB II-A S M4x170 A ,0 38,0 71, ,3 71, with a s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load. up to +50 C (resp. short term up to 80 C) and best possible drillhole cleaning according approval. For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval. Highbond anchor FHB II C Highest permissible loads for a single anchor in concrete C0/5 Effective Minimum Installation anchorage member torque depth thickness h ef h min T inst FHB II-A S M10x60 C ,0 8,0 13, , 13, FHB II-A S M10x75 C ,0 11,1 13, ,0 13, FHB II-A S M1x75 C ,0 11,1 19, ,6 19, FHB II-A S M16x95 C ,0 15,9 31, ,3 35, FHB II-A S M0x170 C ,0 38,0 55, ,3 55, FHB II-A S M4x170 C ,0 38,0 76, ,3 80, with a s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load. up to +50 C (resp. short term up to 80 C) and best possible drillhole cleaning according approval. For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval. 5 5

Highbond anchor FHB II-A L The best performance in cracked concrete for maximum tensile loads VERSIONS APPROVALS zinc-plated steel stainless steel high corrosion-resistant steel ADVANTAGES BUILDING

system to achieve maximum load values. Thus fewer fixing points and smaller anchor plates are required. The cone shape of the FHBII-AL anchor rods has been specially optimised for high tensile loads.

6 Highbond anchor FHB II-A L The best performance in cracked concrete for maximum tensile loads VERSIONS APPROVALS zinc-plated steel stainless steel high corrosion-resistant steel ADVANTAGES BUILDING MATERIALS Approved for: Concrete C0/5 to C50/60, cracked and non-cracked Also suitable for: Concrete C1/15 APPLICATIONS FUNCTIONING The large anchorage depth of the anchor rod FHBII-AL allows the system to achieve maximum load values. Thus fewer fixing points and smaller anchor plates are required. The cone shape of the FHBII-AL anchor rods has been specially optimised for high tensile loads. As a result, the best performance in cracked concrete is achieved. When using the FHBII-AL in combination with the injection mortar FISHB, push-through installation with annular gap filling is possible without the use of any further tools. The FHBII-AL anchor rod is approved for use both with capsules and with injection mortar. This guarantees maximum flexibility in the application. Guard rails Façades Staircases Steel consoles Machines Silo installations Masts Skirting protection Steelwork constructions Timber constructions The FHB II-A L is a bonded anchor with torque-controlled expansion for pre-positioned and push-through installation. When using FHB II-A L in pushthrough installation, the annular gap is to be filled with the injection mortar FIS HB. The anchor rod can be set either with injection mortar FIS HB or with the capsule FHB II-P(F), and is fully bonded in the drill hole. When tightening the hexagon nut, the anchor rod cones are pulled into the mortar shell, which expands against the drill hole wall. The styrene-free vinyl ester mortar fully seals the drill hole. When using the resin capsule, set the anchor rod through rotating and hitting motions with a hammer drill. Use the RA-SDS setting tool, Art.-No

7 Highbond anchor FHB II-A L TECHNICAL DATA Highbond anchor FHB II-A L galvanized FHB II-A L M8 x 60/ FHB II-A L M8 x 60/ FHB II-A L M8 x 60/ FHB II-A L M10 x 95/ FHB II-A L M10 x 95/ FHB II-A L M10 x 95/ FHB II-A L M10 x 95/ FHB II-A L M1 x 100/ FHB II-A L M1 x 100/ FHB II-A L M1 x 100/ FHB II-A L M1 x 100/ FHB II-A L M1 x 10/ FHB II-A L M1 x 10/ FHB II-A L M1 x 10/ FHB II-A L M1 x 10/ FHB II-A L M16 x 15/ FHB II-A L M16 x 15/ FHB II-A L M16 x 15/ FHB II-A L M16 x 145/ FHB II-A L M16 x 145/ FHB II-A L M16 x 145/ FHB II-A L M16 x 160/ FHB II-A L M16 x 160/ FHB II-A L M16 x 160/ FHB II-A L M0 x 10/ FHB II-A L M0 x 10/ FHB II-A L M4 x 10/ A4 FHB II-A L M8 x 60/10 A

8 Highbond anchor FHB II-A L FHB II-A L M8 x 60/30 A FHB II-A L M8 x 60/50 A FHB II-A L M10 x 95/10 A FHB II-A L M10 x 95/0 A FHB II-A L M10 x 95/40 A FHB II-A L M10 x 95/60 A FHB II-A L M10 x 95/100 A FHB II-A L M1 x 100/10 A FHB II-A L M1 x 100/5 A FHB II-A L M1 x 100/40 A FHB II-A L M1 x 100/60 A FHB II-A L M1 x 100/100 A FHB II-A L M1 x 10/10 A FHB II-A L M1 x 10/5 A FHB II-A L M1 x 10/40 A FHB II-A L M1 x 10/60 A FHB II-A L M1 x 10/100 A FHB II-A L M16 x 15/30 A FHB II-A L M16 x 15/60 A FHB II-A L M16 x 15/100 A FHB II-A L M16 x 145/30 A FHB II-A L M16 x 145/60 A FHB II-A L M16 x 145/100 A FHB II-A L M16 x 160/30 A FHB II-A L M16 x 160/60 A FHB II-A L M16 x 160/100 A FHB II-A L M0 x 10/50 A FHB II-A L M4 x 10/50 A highly corrosion-resistant FHB II-A L M8 x 60/10 C FHB II-A L M8 x 60/30 C FHB II-A L M10 x 95/10 C FHB II-A L M10 x 95/0 C FHB II-A L M1 x 10/5 C FHB II-A L M1 x 10/40 C FHB II-A L M16 x 160/30 C FHB II-A L M0 x 10/50 C

9 Fits Sales unit Item Art.-No. [pcs] Highbond anchor FHB II-A L Centring w for overhead installations 10 RA-SDS 0640 Adapter suitable fits set screw 1 Highbond anchor FHB II Highest permissible loads for a single anchor in concrete C0/5 Effective anchorage depth Minimum member thickness Installation torque h ef h min T inst FHB II-A L M8x ,0 8,0 7, , 7, FHB II-A L M10x ,0 15,9 11, ,4 11, FHB II-A L M1x ,0 17,1 17, ,7 17, FHB II-A L M1x ,0,5 17, ,7 17, FHB II-A L M16x ,0 4,0 3, ,6 3, FHB II-A L M16x ,0 9,9 3, ,0 3, FHB II-A L M16x ,0 34,7 3, ,0 3, FHB II-A L M0x ,0 5, 50, ,5 50, FHB II-A L M4x ,0 5, 7, ,5 7, with a s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load. up to +50 C (resp. short term up to 80 C) and best possible drillhole cleaning according approval. For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval. 55 4

10 Highbond anchor FHB II-A L Highbond anchor FHB II-A L Highbond anchor FHB II A4 Highest permissible loads for a single anchor in concrete C0/5 Effective anchorage depth Minimum member thickness Installation torque h ef h min T inst FHB II-A L M8x60 A ,0 8,0 8, , 8, FHB II-A L M10x95 A ,0 15,9 13, ,4 13, FHB II-A L M1x100 A ,0 17,1 19, ,7 19, FHB II-A L M1x10 A ,0,5 19, ,7 19, FHB II-A L M16x15 A ,0 4,0 35, ,6 35, FHB II-A L M16x145 A ,0 9,9 35, ,0 35, FHB II-A L M16x160 A ,0 34,7 35, ,0 35, FHB II-A L M0x10 A ,0 5, 55, ,5 55, FHB II-A L M4x10 A ,0 5, 80, ,5 80, with a s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. up to +50 C (resp. short term up to 80 C) and best possible drillhole cleaning according approval. Minimum possible axial s resp. while reducing the permissible load. For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval. Highbond anchor FHB II C Highest permissible loads for a single anchor in concrete C0/5 Effective Minimum Installation anchorage member torque depth thickness h ef h min T inst FHB II-A L M8x60 C ,0 8,0 8, , 8, FHB II-A L M10x95 C ,0 15,9 13, ,4 13, FHB II-A L M1x100 C ,0 17,1 19, ,7 19, FHB II-A L M1x10 C ,0,5 19, ,7 19, FHB II-A L M16x15 C ,0 4,0 35, ,6 35, FHB II-A L M16x145 C ,0 9,9 35, ,0 35, FHB II-A L M16x160 C ,0 34,7 35, ,0 35, FHB II-A L M0x10 C ,0 5, 55, ,5 55, FHB II-A L M4x10 C ,0 5, 80, ,5 80, with a s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load. up to +50 C (resp. short term up to 80 C) and best possible drillhole cleaning according approval. For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval. 56 5

Also suitable for: Concrete C12/15. For fixing of: Steel constructions Railings Consoles Ladders Wooden constructions Cable trays Machines Staircases

Also suitable for: Concrete C12/15. For fixing of: Steel constructions Railings Consoles Ladders Wooden constructions Cable trays Machines Staircases 28 Highbond anchor FHB II Flexible installation and highest loads in the cracked tensile zone. OVERVIEW FHB II-A S (standard), zinc plated steel FHB II-A L (performance optimised), zinc-plated steel Resin