fischer Highbond FHB II

Transcription

1 fischer Highbond FHB II The first compound anchor suitable for tensile zones approved worldwide for resin capsules and injection systems. New capsule can be loaded super fast!

2 The multifunctional bonded anchor there ever was. fischer FHB II The FHB II anchor stud. Economical and performance optimized. FHB II-A S Short version for standard applications with reduced anchorage depth for the lowest installation outlay. Recognizable from its two cones. Oblique edge for use with resin capsule. Cone geometry is especially adapted for applications in cracked concrete and thus create uniform load introduction with the lowest axial spacings and edge distances. Thread diameter corresponds to hole dia meter for worker-friendly pushthrough installation. FHB II-A L The most performance optimised with greater anchorage depth for highest loads. Recognizable from its three or four cones. External hexagon for installation with resin capsule. The FHB II-A S the new shape of cost-effectiveness. The FHB II-A S has a shorter overall anchorage depth. That makes it an economical standard solution that you can use to save costs in anchors, mortar and drilling. The FHB II-A L the new performance class. The FHB II-A L is the strongest bonded anchor for heavy loads suitable for cracked concrete in the world. In all dimensions, it achieves higher tensile forces than any that were previously there: Generally in comparison to the predecessor product, the next smaller thread size can be used.

3 Injection mortar or resin capsule? The choice is yours. The FHB II offers you the optimal heavy load fastening with a system. Depending on the application or what you are used to, you can decide on the injection mortar or the resin capsule with the same load. One system as flexible as you are! FHB II-A S FHB II-A L The injection mortar The system with injection mortar is recommended if you want to set a lot of FHB II anchors. The injection mortar is suitable for all anchor studs. New capsule can be loaded super fast! The resin capsule If you only have to set a few FHB II anchors or require fast hardening time, use of the resin capsule is the most economical solution. In this case, you will also benefit from shorter hardening times. We especially recommend the resin capsule for overhead installation and even for underwater applications. The advantages at a glance FHB II-A S Especially economical due to reduced anchorage depth Optimised for standard applications Smallest axial spacings and edge distances For the thinnest concrete components FHB II-A L FHB II-A S and FHB II-A L For push-through and pre-positioned installation With injection mortar or resin capsule Extensive range for many fixing thicknesses Available in the steel types galvanized, stainless steel A and highly corrosion-resistant steel C (Material.29) Highest loads Reduced axial spacings and edge distances Reduced component thicknesses

4 Can be loaded super fast. fischer FHB II-PF capsule quick version. The new, super-fast-hardening capsule. New capsule can be loaded super fast! Product description. In addition to the existing FHB II-P resin capsule, the FHB II-PF capsule quick version rounds out the system. The resin capsule hardens extremely quickly and can be loaded up to 0 % after a few minutes. The resin capsule consists of a glass capsule that is filled with highstrength vinyl ester resin. The new FHB II-PF capsule has a European technical approval, option, for cracked concrete with the same high load level as the standard resin capsule FHB-II-P. The advantages at a glance The extremely fast hardening time makes fast work progress possible without waiting times, e.g. installation of railings. Hardening time up to 90% faster than the usual chemical anchoring. Thanks to its easy use, the Highbond system FHB II with the new FHB II-PF capsule is also interesting to customers who have avoided chemical anchors before because of their hardening times. Even at winter temperatures, the FHB II-PF capsule allows rapid work progress with the same load level. Examples.

5 Hardening times (examples). Hardening times New FHB II-PF capsules (fast hardening) FHB II-P capsules (standard) Injection mortar FIS HB S NEW Hardening times at > 2 C (e.g. summer temperatures) 2min. min. min. Hardening times at 0 C (e.g. winter temperatures) 6min. min. 80min. Push-througr pre-positioned installation? It s your choice. Hole preparation Prepare drill hole, after in each case of two times blow out, brusut and after blow out again. FHB II pre-positioned installation with injection mortar or resin capsule With injection mortar With resin capsule FHB II-A S push-through installation with injection mortar or resin capsule With injection mortar FHB II - A L push-through installation possible with injection mortar and push-through element only. With resin capsule

6 Technical Data. FHB II-A S Galvanized Art. no. Steel A Art. no. Steel.29 Art. no. * Drill hole Ø Drill hole depth Effective anchorage depth Max. usable length t fix FIS HB scale units Key width Associated capsule FHB II-P FHB II-A S M x 60/ mm mm 968 FHB II-A S M x 60/ mm 20 mm 968 FHB II-A S M x 60/0 962 mm 0 mm 968 FHB II-A S M x 60/ mm 968 FHB II-A S M x 60/ mm 0 mm 968 FHB II-A S M 2 x / mm 9688 FHB II-A S M 2 x / mm 9688 FHB II-A S M 2 x / mm 9688 FHB II-A S M 2 x / FHB II-A S M 2 x / mm 9688 FHB II-A S M 2 x / mm 9688 FHB II-A S M 6 x 9/ mm mm 0 mm 8 2 mm 9689 FHB II-A S M 6 x 9/ mm mm 8 2 mm 9689 FHB II-A S M 6 x 9/ mm mm 0 mm 8 2 mm 9689 FHB II-A S M 6 x 9/ mm mm 6 mm 8 2 mm 9689 FHB II-A S M 2 x 0/ mm 0 mm 0 mm 26 6 mm 968 FHB II-A L Galvanized Art. no. Steel A Art. no. Steel.29 Art. no. * Drill hole Ø Drill hole depth Effective anchorage depth Max. usable length t fix FIS HB scale units Key width Associated capsule FHB II-P FHB II-A L M 8 x 60/ mm mm mm 9682 FHB II-A L M 8 x 60/ mm 0 mm mm 9682 FHB II-A L M 8 x 60/ mm 0 mm mm 9682 FHB II-A L M x 9/ mm mm 968 FHB II-A L M x 9/ mm 20 mm 968 FHB II-A L M x 9/0 968 mm 0 mm 968 FHB II-A L M x 9/ mm 968 FHB II-A L M x 9/ mm 0 mm 968 FHB II-A L M 2 x 20/ mm mm 20 mm mm 968 FHB II-A L M 2 x 20/ mm mm 20 mm 2 mm 968 FHB II-A L M 2 x 20/ mm mm 20 mm 0 mm 968 FHB II-A L M 2 x 20/ mm mm 20 mm 968 FHB II-A L M 2 x 20/ mm mm 20 mm 0 mm 968 FHB II-A L M 6 x 60/ mm 0 mm 2 mm 968 FHB II-A L M 6 x 60/ mm 2 mm 968 FHB II-A L M 6 x 60/ mm 0 mm 2 mm 968 FHB II-A L M 20 x 2/ mm 2 mm 2 mm 0 mm 0 mm 9686 * Delivery time and additional dimensions on request.

7 FIS HB S FIS HB 0 C FIS S FIS AK Injection mortar FIS HB Art. No. Contents (ml) Contents (scale units) FIS HB S FIS HB 0 C FIS S FIS AK New capsule can be loaded super fast! Resin capsules FHB II - P / resin capsules FHB II - PF Standard Art. No. Fast hardening Art. No. Fits Drill hole Ø Drill hole depth Effective anchorage depth FHB II - P x FHB II - PF x FHB II-A S M mm FHB II - P 2 x 9688 FHB II - PF 2 x 008 FHB II-A S M 2 FHB II - P 6 x FHB II - PF 6 x FHB II-A S M 6 6 mm mm FHB II - P 2 x FHB II - PF 2 x FHB II-A S M 2 2 mm 0 mm FHB II - P 8 x FHB II - PF 8 x FHB II-A L M 8 mm FHB II - P x FHB II - PF x 9 00 FHB II-A L M mm FHB II - P 2 x FHB II - PF 2 x FHB II-A L M 2 mm mm 20 mm FHB II - P 6 x FHB II - PF 6 x FHB II-A L M 6 8 mm FHB II - P 20 x FHB II - PF 20 x FHB II-A L M 20 2 mm 2 mm 2 mm Accessories. Brushes BS Art. No. Fits Drill hole Ø BS 88 FHB II-A L M 80 x 60, FHB II A-S M x 80 mm BS 2 89 FHB II-A L M x 9, FHB II A-S M 2 x BS 880 FHB II-A L M 2 x 20 mm BS 6/8 88 FHB II-A L M 6 x 80, FHB II A-S M 6 x 9 6 /8 mm BS FHB II-A L M 20 x 2, FHB II A-S M 2 x 2 mm Element for push-through installation of the FHB II-A L ABP AGB Centring wedges 2 Art. No. Min. max. usable length Fits thread Compressed air cleaning gun, blower and centring wedges Push-through element M 8 x A mm M 8 Art. No. in package Push-through element M x A Push-through element M x 8 A mm 8 6 mm M M ABP 96 Push-through element M 2 x A 82 8 mm M 2 AGB large 8900 Push-through element M 2 x A mm M 2 Centring wedges 906 Push-through element M 6 x A 82 mm M 6 Required starting from thread M20. 2 Recommended for overhead installation starting from M6. Push-through element M 6 x A mm M 6

8 Load table. Mean ultimate loads, design and recommended loads for single anchors of fischer Highbond anchor FHB II with large axial spacing and edge distance Non-cracked concrete Cracked concrete Anchor size M M M M M M M M M M M M M M M M M M 8x60 x60 x9 2x 2x20 6x9 6x60 20x2 2x0 8x60 x60 x9 2x 2x20 6x9 6x60 20x2 2x0 of anchor (capacity-optimised A L; cost optimised A S) A L A S A L A S A L A S A L A L A S A L A S A L A S A L A S A L A L A S Effective anchoring depth hef [mm] Drill hole depth h [mm] Drill hole diameter d 0 [mm] Mean ultimate loads Nu and V u [kn] gvz Tensile 0 Nu [kn] A/C 2.9 *) 2.9 *). *). *) 9.8 *) 6. *) 96.6 *).6 *) 28. *) 9,6 2.9 *). *) *) *). Shear 90 V u [kn] gvz.0 *) 2. *) 2.9 *) 29.8 *) 2. *) 6.6 *) 2.6 *) 6. ) 2. *).0 *) 2. *) 2.9 *) 29.8 *) 2. *) 6.6 *) 2.6 *) 6. *) 2. *) [kn] A 2. *) 26.9 *) 2.9 *) 9. *) 9.0 *).9 *) 89.2 *). *).6 *) 2. *) 26.9 *) 2.9 *) 9. *) 9.0 *).9 *) 89.2 *). *).6 *) [kn] C 20. *) 0.2 *).9 *).8 *) 8.8 *) 8.8 *) 9. *) 8. *). *) 20. *) 0.2 *).9 *).8 *) 8.8 *) 8.8 *) 9. *) 8. *). *) Design loads N Rd and V Rd [kn] gvz Tensile 0 NRd [kn] A/C Shear 90 VRd [kn] gvz [kn] A [kn] C Recommended loads Nrec and V rec [kn] gvz Tensile 0 N rec [kn] A/C Shear 90 Vrec [kn] gvz [kn] A [kn] C Recommended bending moment Mrec [Nm] gvz Mrec [Nm] A/C Component dimensions, minimum axial spacings and edge distances Minimum axial spacing ) s min [mm] Minimum edge distance ) c min [mm] Minimum structural component thickness hmin [mm] Clearance-hole in fixture to be attached d f [mm] Required torque T inst [Nm] *) Steel failure decisive. ) For minimum axial spacing and minimum edge distance the above described loads have to be reduced (See fischer Technical Handbook or design software CC-COMPUFIX )! All values apply for concrete C20/2 without edge or spacing influence. Design loads: material safety factor M is included. Material safety factor M depends on the type of anchor. Recommended loads: material safety factor M and safety factor for load L =. are included. Injection mortar gelling and curing time Cartridge temperature (Mortar min. + C) Your specialist dealer Gelling time Temperature at anchoring base Curing time C 60 min. 0 C 80 min. + C min. + C 90 min C 6 min C min. + 0 C min. + 0 C 20 min. + 0 C 2 min. + 0 C 2 min. FHB II-P curing time (standard) Anchoring substrate temperature Hardening time C 20 min. 0 C min. + C 20 min. 20 C min. Information on the entire fischer range, including recommended loads, can be found in our comprehensive main catalogue or on the Internet at FHB II-PF curing time (fast hardening) Temperature at anchoring base t fix t fix Min. Curing time C to C 8 min. 0 C to + 9 C 6 min. + C to + 20 C min. + 2 C to + 0 C 2 min. T inst T inst M d f M d f 8(2) 0/2008 ZE Printed in Germany Technical alterations without notice. fischerwerke GmbH & Co. KG Weinhalde 8 28 Waldachtal Germany Phone Fax info@fischer.de fischer fixing (UK) Ltd Whitely Road Wallingford, Oxfordshire OX 9AT United Kingdom Phone Fax info@fischer.co.uk