Highbond anchor FHB II-A S

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. 640. 1

Highbond anchor FHB II-A S TECHNICAL DATA Highbond anchor FHB II-A S galvanized FHB II-A S M10 x 60/10 09707 10 75 60 FHB II-A S M10 x 60/100 09706 10 75 60 FHB II-A S M10 x 60/0 097073 10 75 60 FHB II-A S M10 x 60/60 097074 10 75 60 FHB II-A S M10 x 75/10 506884 10 90 75 FHB II-A S M10 x 75/100 506887 10 90 75 FHB II-A S M10 x 75/0 506885 10 90 75 FHB II-A S M10 x 75/60 506886 10 90 75 FHB II-A S M1 x 75/10 09757 1 90 75 FHB II-A S M1 x 75/100 09775 1 90 75 FHB II-A S M1 x 75/165 09780 1 90 75 FHB II-A S M1 x 75/5 09768 1 90 75 FHB II-A S M1 x 75/60 09774 1 90 75 FHB II-A S M16 x 95/100 09795 16 110 95 FHB II-A S M16 x 95/165 09796 16 110 95 FHB II-A S M16 x 95/30 09781 16 110 95 FHB II-A S M16 x 95/60 09786 16 110 95 FHB II-A S M0 x 170/50 506917 5 190 170 FHB II-A S M4 x 170/50 09797 5 190 170 A4 FHB II-A S M10 x 60/10 A4 097630 10 75 60 FHB II-A S M10 x 60/100 A4 097634 10 75 60 FHB II-A S M10 x 60/0 A4 097631 10 75 60 FHB II-A S M10 x 60/40 A4 09763 10 75 60 FHB II-A S M10 x 60/60 A4 097633 10 75 60 FHB II-A S M10 x 75/10 A4 506888 10 90 75 FHB II-A S M10 x 75/100 A4 50689 10 90 75 FHB II-A S M10 x 75/0 A4 506889 10 90 75 FHB II-A S M10 x 75/40 A4 506890 10 90 75

Highbond anchor FHB II-A S FHB II-A S M10 x 75/60 A4 506891 10 90 75 FHB II-A S M1 x 75/10 A4 097635 1 90 75 FHB II-A S M1 x 75/100 A4 097639 1 90 75 FHB II-A S M1 x 75/165 A4 097640 1 90 75 FHB II-A S M1 x 75/5 A4 097636 1 90 75 FHB II-A S M1 x 75/40 A4 097637 1 90 75 FHB II-A S M1 x 75/60 A4 097638 1 90 75 FHB II-A S M16 x 95/100 A4 097643 16 110 95 FHB II-A S M16 x 95/165 A4 097644 16 110 95 FHB II-A S M16 x 95/30 A4 097641 16 110 95 FHB II-A S M16 x 95/60 A4 09764 16 110 95 FHB II-A S M0 x 170/50 A4 506919 5 190 170 FHB II-A S M4 x 170/50 A4 097645 5 190 170 highly corrosion-resistant FHB II-A S M10 x 60/10 C 097704 10 75 60 FHB II-A S M10 x 60/0 C 097705 10 75 60 FHB II-A S M1 x 75/5 C 097706 1 90 75 FHB II-A S M1 x 75/40 C 097707 1 90 75 FHB II-A S M16 x 95/30 C 097708 16 110 95 FHB II-A S M16 x 95/60 C 097709 16 110 95 FHB II-A S M4 x 170/50 C 097711 5 190 170 3

Fits Sales unit Item Art.-No. [pcs] Highbond anchor FHB II-A S Centring w 093076 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 M10x60 60 100 15,0 8,0 11,3 40 40 11, 11,3 40 40 FHB II-A S M10x75 75 10 15,0 11,1 11,3 40 40 1,0 11,3 40 40 FHB II-A S M1x75 75 10 30,0 11,1 15,6 40 40 15,6 15,6 40 40 FHB II-A S M16x95 95 150 50,0 15,9 9,0 50 50,3 9,0 50 50 FHB II-A S M0x170 170 40 100,0 38,0 45,9 80 80 53,3 45,9 80 80 FHB II-A S M4x170 170 40 100,0 38,0 65,3 80 80 53,3 65,3 80 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. 51 4

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 A4 60 100 15,0 8,0 13,8 40 40 11, 13,8 40 40 FHB II-A S M10x75 A4 75 10 15,0 11,1 13,8 40 40 1,0 13,8 40 40 FHB II-A S M1x75 A4 75 10 30,0 11,1 19,3 40 40 15,6 19,3 40 40 FHB II-A S M16x95 A4 95 150 50,0 15,9 31,7 50 50,3 35,8 50 50 FHB II-A S M0x170 A4 170 40 100,0 38,0 55,9 80 80 53,3 55,9 80 80 FHB II-A S M4x170 A4 170 40 100,0 38,0 71,1 80 80 53,3 71,1 80 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. 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 60 100 15,0 8,0 13,8 40 40 11, 13,8 40 40 FHB II-A S M10x75 C 75 10 15,0 11,1 13,8 40 40 1,0 13,8 40 40 FHB II-A S M1x75 C 75 10 30,0 11,1 19,3 40 40 15,6 19,3 40 40 FHB II-A S M16x95 C 95 150 50,0 15,9 31,7 50 50,3 35,8 50 50 FHB II-A S M0x170 C 170 40 100,0 38,0 55,9 80 80 53,3 55,9 80 80 FHB II-A S M4x170 C 170 40 100,0 38,0 76,0 80 80 53,3 80,6 80 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 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. 640. 1

Highbond anchor FHB II-A L TECHNICAL DATA Highbond anchor FHB II-A L galvanized FHB II-A L M8 x 60/10 09703 10 75 60 FHB II-A L M8 x 60/30 097033 10 75 60 FHB II-A L M8 x 60/50 097034 10 75 60 FHB II-A L M10 x 95/10 096907 1 110 95 FHB II-A L M10 x 95/0 096940 1 110 95 FHB II-A L M10 x 95/60 096941 1 110 95 FHB II-A L M10 x 95/100 09694 1 110 95 FHB II-A L M1 x 100/10 506893 14 115 100 FHB II-A L M1 x 100/5 506894 14 115 100 FHB II-A L M1 x 100/60 506895 14 115 100 FHB II-A L M1 x 100/100 506896 14 115 100 FHB II-A L M1 x 10/10 096943 14 135 10 FHB II-A L M1 x 10/5 096944 14 135 10 FHB II-A L M1 x 10/60 097014 14 135 10 FHB II-A L M1 x 10/100 097031 14 135 10 FHB II-A L M16 x 15/30 506903 18 140 15 FHB II-A L M16 x 15/60 506904 18 140 15 FHB II-A L M16 x 15/100 506905 18 140 15 FHB II-A L M16 x 145/30 506911 18 160 145 FHB II-A L M16 x 145/60 50691 18 160 145 FHB II-A L M16 x 145/100 506913 18 160 145 FHB II-A L M16 x 160/30 097035 18 175 160 FHB II-A L M16 x 160/60 097038 18 175 160 FHB II-A L M16 x 160/100 097070 18 175 160 FHB II-A L M0 x 10/50 097071 5 35 10 FHB II-A L M0 x 10/150 05370 5 35 10 FHB II-A L M4 x 10/50 50690 5 35 10 A4 FHB II-A L M8 x 60/10 A4 09798 10 75 60

Highbond anchor FHB II-A L FHB II-A L M8 x 60/30 A4 09799 10 75 60 FHB II-A L M8 x 60/50 A4 097440 10 75 60 FHB II-A L M10 x 95/10 A4 097616 1 110 95 FHB II-A L M10 x 95/0 A4 097617 1 110 95 FHB II-A L M10 x 95/40 A4 097618 1 110 95 FHB II-A L M10 x 95/60 A4 097619 1 110 95 FHB II-A L M10 x 95/100 A4 09760 1 110 95 FHB II-A L M1 x 100/10 A4 506897 14 115 100 FHB II-A L M1 x 100/5 A4 506898 14 115 100 FHB II-A L M1 x 100/40 A4 506899 14 115 100 FHB II-A L M1 x 100/60 A4 506901 14 115 100 FHB II-A L M1 x 100/100 A4 50690 14 115 100 FHB II-A L M1 x 10/10 A4 09761 14 135 10 FHB II-A L M1 x 10/5 A4 0976 14 135 10 FHB II-A L M1 x 10/40 A4 09763 14 135 10 FHB II-A L M1 x 10/60 A4 09764 14 135 10 FHB II-A L M1 x 10/100 A4 09765 14 135 10 FHB II-A L M16 x 15/30 A4 506906 18 140 15 FHB II-A L M16 x 15/60 A4 506909 18 140 15 FHB II-A L M16 x 15/100 A4 506910 18 140 15 FHB II-A L M16 x 145/30 A4 506914 18 160 145 FHB II-A L M16 x 145/60 A4 506915 18 160 145 FHB II-A L M16 x 145/100 A4 506916 18 160 145 FHB II-A L M16 x 160/30 A4 09766 18 175 160 FHB II-A L M16 x 160/60 A4 09767 18 175 160 FHB II-A L M16 x 160/100 A4 09768 18 175 160 FHB II-A L M0 x 10/50 A4 09769 5 35 10 FHB II-A L M4 x 10/50 A4 50691 5 35 10 highly corrosion-resistant FHB II-A L M8 x 60/10 C 097696 10 75 60 FHB II-A L M8 x 60/30 C 097697 10 75 60 FHB II-A L M10 x 95/10 C 097698 1 110 95 FHB II-A L M10 x 95/0 C 097699 1 110 95 FHB II-A L M1 x 10/5 C 097700 14 135 10 FHB II-A L M1 x 10/40 C 097701 14 135 10 FHB II-A L M16 x 160/30 C 09770 18 175 160 FHB II-A L M0 x 10/50 C 097703 5 35 10 3

Fits Sales unit Item Art.-No. [pcs] Highbond anchor FHB II-A L Centring w 093076 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 M8x60 60 100 15,0 8,0 7,8 40 40 11, 7,8 40 40 FHB II-A L M10x95 95 140 0,0 15,9 11,9 40 40 16,4 11,9 40 40 FHB II-A L M1x100 100 140 40,0 17,1 17,3 50 50 3,7 17,3 50 50 FHB II-A L M1x10 10 170 40,0,5 17,3 50 50 3,7 17,3 50 50 FHB II-A L M16x15 15 170 60,0 4,0 3, 55 55 33,6 3, 55 55 FHB II-A L M16x145 145 190 60,0 9,9 3, 60 60 4,0 3, 60 60 FHB II-A L M16x160 160 0 60,0 34,7 3, 70 70 46,0 3, 70 70 FHB II-A L M0x10 10 80 100,0 5, 50, 90 90 65,5 50, 90 90 FHB II-A L M4x10 10 80 100,0 5, 7,5 90 90 65,5 7,5 90 90 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

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 A4 60 100 15,0 8,0 8,7 40 40 11, 8,7 40 40 FHB II-A L M10x95 A4 95 140 0,0 15,9 13,3 40 40 16,4 13,3 40 40 FHB II-A L M1x100 A4 100 140 40,0 17,1 19,3 50 50 3,7 19,3 50 50 FHB II-A L M1x10 A4 10 170 40,0,5 19,3 50 50 3,7 19,3 50 50 FHB II-A L M16x15 A4 15 170 60,0 4,0 35,8 55 55 33,6 35,8 55 55 FHB II-A L M16x145 A4 145 190 60,0 9,9 35,8 60 60 4,0 35,8 60 60 FHB II-A L M16x160 A4 160 0 60,0 34,7 35,8 70 70 46,0 35,8 70 70 FHB II-A L M0x10 A4 10 80 100,0 5, 55,9 90 90 65,5 55,9 90 90 FHB II-A L M4x10 A4 10 80 100,0 5, 80,6 90 90 65,5 80,6 90 90 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 60 100 15,0 8,0 8,7 40 40 11, 8,7 40 40 FHB II-A L M10x95 C 95 140 0,0 15,9 13,3 40 40 16,4 13,3 40 40 FHB II-A L M1x100 C 100 140 40,0 17,1 19,3 50 50 3,7 19,3 50 50 FHB II-A L M1x10 C 10 170 40,0,5 19,3 50 50 3,7 19,3 50 50 FHB II-A L M16x15 C 15 170 60,0 4,0 35,8 55 55 33,6 35,8 55 55 FHB II-A L M16x145 C 145 190 60,0 9,9 35,8 60 60 4,0 35,8 60 60 FHB II-A L M16x160 C 160 0 60,0 34,7 35,8 70 70 46,0 35,8 70 70 FHB II-A L M0x10 C 10 80 100,0 5, 55,9 90 90 65,5 55,9 90 90 FHB II-A L M4x10 C 10 80 100,0 5, 80,6 90 90 65,5 80,6 90 90 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