HALFEN HBS-05 SCREW CONNECTIONS HBS E CONCRETE

Transcription

1 HAFEN HBS-05 SCREW CONNECTIONS HBS E CONCRETE

2 HAFEN HBS-05 SCREW CONNECTIONS General Overview HAFEN HBS-05: The versatile screw connection Reinforced connections are made with the HAFEN HBS-05 Screw connector by simple screwing together of socket and connecting bars. Using the wide range of available bars and sockets nearly every type of reinforced connection can be created. Increased reliability in planning: Officially approved by DIBt approval no. Z ( DIBt Deutsches Institut für Bautechnik = German Centre of Competence for Construction) HAFEN HBS-05 fulfils national and international calculation standar. Etensive certificates and test reports prove suitability even for etreme circumstances: increased fatigue stability in bridge structures alternating cyclic loa, including large earthquakes impact loa in nuclear powerstations HAFEN HBS-05 Screw connections guarantee reliable planning and increased cost efficiency. By using high-quality base materials, and with the high manufacturing standar which are standard in our certificated production facilities, the continuous reliability and quality of HAFEN products is guaranteed. Approval also for non-predominantly static loa and maimum fatigue strength for eample: use in bridges or crane rails Maimum ductility meets the requirements for alternating cyclic loa such as in earthquake or similar natural catastrophes Numerous country-specific approvals, tests reports and certificates confirm compliance with the calculation criteria used in international standar Eceptional load capacity the HBS-05 fulfils the high deman required for eceptional loa i.e. eplosions or impact loa Efficient and economical: Turning Torso in Malmö (Sweden) Building authority DIBt Appr. No. Z approved Official building authority approval Suitable also for non-predominantly static loa shutterstock / SecondShot Approved for eceptional loa No torque wrench or special tools are required to install the sockets. A simple visual check is all that is required Fulfils requirements for buildings in earthquake endangered zones An etensive range of accessories, pre-assembled socket bars and formwork fiings save installation time and guarantee optimal support in the formwork Internationally recognised with ISO standard HBS-05 Sockets and connecting rebars Easy identification of matching socket and connector bars using colourcoded screw plugs and protective caps HAFEN HBS E

3 HAFEN HBS-05 SCREW CONNECTIONS General Overview Official building authority approval DIBt Z An etensive range of threaded sockets and end-anchor with building authority approval allows a wide range of possible applications. All types can be used for predominantly static loa as well as for non-predominantly static loa. In predominantly static loa, as for continuous rebar, all of these connection types can be eposed to 100% of both tensile and compression load capacity. No torque wrench or special tools are required to install the sockets; a simple visual check is all that is needed to ensure correct installation. The bar must be screwed completely into the socket ensuring that the thread is not visible. DIBt National Technical Approval Fatigue strength according to the approval The values achieved for fatigue stability in HBS-05 Screw connections are a guarantee for operational stability in structures that are subject to fatigue control for eample: road-bridges, towers or machinery foundations. Stress variation ranges for N = : Δσ RSK = 80 N/mm² for d HBS = mm Δσ RSK = 70 N/mm² for d HBS = mm Wöhler curve stress eponents: k1 = 3.5 for N k1 = 3 for N 10 7 k2 = 5 Eceptional loa according to the approval Dimensioning for eceptional loa, for eample: in nuclear power stations or in buildings subject to possible eplosions or for impact loa, places high deman on the screw connections deformability properties. Thanks to the high ductility all types in the HAFEN HBS-05 system fulfil the deman caused by these effects; even under shock loa. HBS-05-Seismic, Application according to test certificate A - 32/08 HAFEN HBS-05-Seismic Screw connections are earthquake proof, even in large earthquakes according to ISO The ductile behaviour of the screw connection in alternating cyclic loa is an essential element when proving energy dissipations capability in seismic building components in accordance with EC8 (EN ) i.e. national Standar. See also pages 4, 7 and 8. International Approvals The HAFEN HBS-05 Screw connector fulfils the requirements for a number of international calculation standar. Further information on types, their use and application possibilities for HAFEN HBS-05 Screw connectors respecting national and international calculation regulations can be acquired from our Engineering Support team. For addresses please see the back of this catalogue. Approvals, Certificates etc. for: Germany, Finland, Croatia, Poland, Rumania, ithuania, Sweden, Switzerland, United Kingdom, the Ukraine, and Hungary HAFEN HBS E 3

4 HAFEN HBS-05 SCREW CONNECTIONS HBS-05-Seismic Application: HBS-05-Seismic according to test certificate A - 32/08 Maimum ductility and optimised technologies in manufacturing Using the best quality ductile materials combined with the best technology in thread manufacturing guarantees maimum ductility and safety in the screw connection, even under the effects of large earthquakes. eutschen Tower in Zurich was constructed using HBS-05-Seismic products The bolt threa are cold formed; the resulting surface compression increases the hardness of the thread. The conical shaping at the bar-tip guarantees a tight fit of the bar and reduces the notch sensitivity. F (kn) S HBS-05-Seismic meets the requirements for earthquakes. Suitability for medium to large earthquakes according to ISO and for the CUAP - draft. In cases like these the bolt connections are eposed to alternating cyclic loa whereby, the limits of the allowed elongation value must not be eceeded. In accordance with EN / BS4449. Maimum ductility reinforcement rebar B500C is used for HBS-05-Seismic screw connections. 0.5FeH F eh -0.5F eh y1 u4 = ( 1 + 2)/ y1 u8 = ( 3 + 4)/2 3 = 1 (mm) Diagram: Shows the results from an eperiment done in a series of test with HBS-05-Seismic under cyclic loading according to ISO 15835: In large earthquake after 8 cycles the residual elongation u8, between the strain of 5 εy on the tension side and contraction of fy on the compression side, must not eceed 0.6 mm. HBS-05-Seismic product overview, load bearing capacity and ductility pages HAFEN HBS E

5 HAFEN HBS-05 SCREW CONNECTIONS Compatible HAFEN Products Structural steel connections using the HAFEN HUC Universal connection The HAFEN HUC Universal connection is a highly efficient system for introducing static stresses into concrete components using bolt connections. The HSC-B Connector is designed for large loa, reliable transfer of tension loa, shear loa and bending moments. The calculation for HSC-B Socket bars with and without end anchors is described in detail in our Technical Product Information HAFEN HUC Universal connection. Download at The free HAFEN HUC Calculation software is available for download at: HSC-B Concrete steel connector End plate for girder connection, fin-plates or for individual constructions Building authority DIBt Appr. No. Z approved HSCC Steel corbels To simplify the planning process HAFEN offers type tested standard corbels for connections in steel constructions. In comparison to a reinforced concrete corbel the HSCC has up to twice as much load capability. Single and double sided steel construction connections HSC-B Concrete steel connector Socket bar in concrete with positioning-plate for accurate fit End anchors with HAFEN HSC Stud connector The HAFEN HSC Stud connector is a building authority approved reinforcement that has been optimized for anchorings in concrete. The reinforcement capability can be used to full capacity in spite of etremely short rebar lengths. Further information can be found in our Technical Product Information HAFEN HSC Stud connector. Download at The free HAFEN HSC Calculation software is available for download at: The HAFEN HSC Anchors are especially suitable for highly reinforced applications, for eample corbels and frame corners. The difficulties occurred in conventional metho of reinforcement layout and anchoring bar-stresses are avoided. The required amount of reinforcement can be reduced and the system is better defined. Apart from the time and cost saving aspects a notable advantage is the increased safety reliability. innovative anchor-head forged anchor-head allows etremely short anchor lengths calculation design concept based on EC 2 Building authority DIBt Appr. No. Z approved Corbel with HAFEN HSC Stud connector 2018 HAFEN HBS E 5

6 HAFEN HBS-05 SCREW CONNECTIONS Product Overview HBS-05-S Socket bars with screw socket HBS-05-B Socket bars with forged socket and nailing flange D df E 1 SW ds dm 2 M M HBS-05-S Standard lengths [mm] HBS-05-B Standard lengths [mm] Reinforcing steel bars B 500 B according to DIN Reinforcing steel bars B 500 B according to DIN HBS-05- Order no. Dimensions HBS-05- Order no. Dimensions Rebar Thread 1 M SW E Weight kg/piece Rebar Thread 2 M dm df Weight kg/piece S-12 S-14 S-16 S-20 S-25 S M M M M M M M32 3 S Other bar-lengths and bend shapes are available on request ( page 9). Please state required length when ordering. B-12 B-14 B-16 B-20 B-25 B M M M M M M Other bar-lengths and bend shapes are available on request ( page 9). Special lengths may have resistance flash welded bar joints at delivery. Please state required length when ordering. Threa of the HAFEN HBS-05 Socket and connecting bars are delivered with colour-coded screw plugs and protective caps. The corresponding colour-codes for the thread size are specified in the connecting bar tables HAFEN HBS E

7 HAFEN HBS-05 SCREW CONNECTIONS Product Overview HBS-05-A Connecting bars HBS-05-Seismic E 1 SW 1 M HBS-05-A Standard lengths [mm] Reinforcing steel bars B 500 B according to DIN HBS-05- Order no. Dimensions Colour- Weight code Rebar Thread 1 kg/piece A-12 A-14 A-16 A-20 A-25 A M green M red M orange M lightblue M brown M black M32 3 A blue - Also available with left-hand thread HBS-05-A. Connecting rebars with left-hand thread on request. Other bar-lengths and bend shapes are available on request ( page 9). Please state required length when ordering. HBS-05-S-Seismic Socket bars with screw sockets [mm] Reinforcing steel bars B 500 C according to EN /BS4449 S-12-Seismic... M S-14-Seismic... M S-16-Seismic... M S-20-Seismic M S-25-Seismic... M M32 3 S-32-Seismic Other bend shapes are available on request ( pages 9 10). Please state required length when ordering. HBS-05-A-Seismic Connecting bars [mm] Reinforcing steel bars B 500 C according to EN /BS4449 HBS-05- Dimensions Order no. Rebar Thread 1 M SW E HBS-05- Dimensions Order no. Rebar Thread 1 Colourcode A-12-Seismic... M green A-14-Seismic... M red A-16-Seismic... M orange A-20-Seismic M lightblue A-25-Seismic... d s Order eample: HBS-05-Seismic Order number: Socket bar HBS-05-S-16-Seismic =... Connecting bar HBS-05-A-16-Seismic =... M M32 3 A-32-Seismic... Other bend shapes are available on request ( page 10). Please state required length when ordering brown 45.5 blue 2018 HAFEN HBS E 7

8 HAFEN HBS-05 SCREW CONNECTIONS oad Bearing Capacity Forces (rebar) and ductility for HBS-05 B 500 B Forces (rebar) F sd for HBS-05 Socket and connecting bars B 500 B Reinforcing steel bars B 500 B according to DIN Bar diameter [mm] F sd [kn] Rm/Re Agt [%] Forces (rebar) F sd = As. fyd (fyd = fyk/1.15) according to EN Forces (rebar) and ductility for HBS-05-Seismic Forces (rebar) Fsd for HBS-05 Socket and connecting bars B 500 C Reinforcing steel bars B 500 C according to EN /BS4449 Bar diameter [mm] Fsd [kn] Rm/Re Agt [%] < Forces (rebar) Fsd = As. fyd (fyd = fyk/1.15) according to EN Specification tets eample HAFEN HBS-05-S Screw connection socket reinforcement bar including a plastic-protection cap, for tension and compression resistant connection of reinforcement bars. In accordance with building authority approval Z , for predominantly static, non-predominantly static and eceptional loa. HBS-05 - S - 20 / 1380 S = socket bar, 20 = diameter reinforcement bar [mm], B500B, M20 thread, thread depth 1 = 28.5 mm, bar length = 1380 [mm]. or equivalent; deliver and install to formwork according to the manufacturer s assembly instructions. HBS-05 Screw connection offers a number of bend shapes and combination possibilities. HAFEN makes bent, cranked and straight bars (left-hand thread also available) or with end-anchors to weld on to steel structures or with reducing sockets according to customers requests. When ordering please state the type description and the relevant measurements, y, c, d BR, v, α etc. egend: S : Socket bar with screw socket B : Socket bar, forged, with nail flange A : Connecting bar : eft-hand thread D : Double socket bar AA : Double connecting bar G : Bent U : Bent 2 E : Weld on end anchor EA : Weld on end anchor bar (fied) RZ : Reducing sockets w : Symbol for flash-butt welding Notes If constructing special-lengths and special-types in the factory and weld joints are required on HBS-05 reinforcing connections, then according to DIN EN ISO flash-butt welding joints are compulsory. The weld joints are marked with a 'w' in the construction drawing for each product. DIN EN ISO regulations are valid for non-cyclic stresses. According to approval Z welding is, in any case of fatigue-inducing cyclic stress, only allowed for diameter 25 mm. Welding can also negatively influence the material properties. For this reason welding or applying heat to bend-areas is prohibited. DIN EN ISO is to be observed. The thread in the HAFEN HBS-05 Sockets and connection bars are delivered with colour-coded thread-protection caps to prevent corrosion. Replace the caps after striking the formwork and remove only immediately prior to connecting the sockets and connection rebar HAFEN HBS E

9 HAFEN HBS-05 SCREW CONNECTIONS Bend Shapes/Possible Combinations HBS-05-BG Bent socket bars, forged socket with nailing flange overall dimension min. y overall dimension min. /2 α = Bend angle Eamples of bend shapes: M Order eample: Socket bars BG, bent 1 HBS-05-BG-16 = 250 mm y = 550 mm d BR = 10 min. and min. y dimensions for bent socket bars -BG [mm] Article description Thread HBS-05- Rebar/ //y M with bending roll Ø : min. min. y min. min. y min. min. min. BG-12/ BG-14/ BG-16/ BG-20/ BG-25/ BG-28/ State required lengths and y in [mm] when ordering. If not stated otherwise when ordering, α =90 will be delivered. BG BG BEA y w w y2 v y 1 y 2 v y 1 HBS-05-SG Bent socket bars with threaded sockets overall dimension min. y overall dimension min. /2 α = Bend angle M Order eample: Socket bars SG, bent 1 HBS-05-SG 16 = 250 y = 1000 d BR > 10 min. and min. y dimensions for bent socket bars -SG [mm] Article description Socket HBS-05- Rebar/ //y M with bending roll Ø : min. min. y min. min. y min. min. min. SG-12/ SG-14/ SG-16/ SG-20/ SG-25/ SG-28/ SG-32/ State required lengths and y in [mm] when ordering. If not stated otherwise when ordering, α = 90 will be delivered. Eamples of bend shapes: SG SG y d BR y 1 y HAFEN HBS E 9

10 HAFEN HBS-05 SCREW CONNECTIONS Bend Shapes / Possible Combinations HBS-05-AG/-AG Connecting bars bent Connecting bars - AG = curved, with right-hand thread - AG = curved, with left-hand thread overall dimension min. 1 /2 α = Bend angle overall dimension min. y Order eample: Connecting bars AG, bent 1 HBS-05-AG 16 = 250 y = 1000 d BR > 10 d s Bent connecting bars AG, -AG [mm] Article description Thread for ben Ø HBS Rebar/ //y min. min. y min. min. y min. min. min. AG - 12/... 16, AG - 14/... 19, AG - 16/... 22, AG - 20/... 28, AG - 25/... 36, AG - 28/... 40, AG - 32/... 45, State required lengths and y in [mm] when ordering. If not stated otherwise when ordering, α = 90 will be delivered. AG R AG AG R AG y d BR R-/- Socket y y 1 y 1 d BR R-/y 2 Socket y 2 HBS-05-BD/-SD/-AA Double sockets and connecting bars BD BDG w SD h SDU h Min. length for double socket bar HBS-05 [mm] -AA, -AEA -SA, -ARZ, -SD, -SRZ -BD d s -SEA, -BEA Make allowance for thickness h ( page 15) when using nailing-plates. BDU y w c 2 d BR y = c + Order eample: Double socket bars with screw socket, bent twice HBS-05-SDU 16 1 = 250, 2 = 250, c = 984, y = 1000, d BR > 10 Please include relevant drawings when ordering. c 1 w 2 d BR y = c + AA / / 2 AAG / y 2 v y1 / 1 AAG c 1 2 / / 1 2 d BR y = c HAFEN HBS E

11 HAFEN HBS-05 SCREW CONNECTIONS HBS-05 R-/- Socket/HBS-05 Reducing Socket HBS-05-R-/- Connecting socket Right/left hand connection socket with overlapping counter threa to connect a non-rotatable connection bar with a lefthand thread for eample (HBS-05-AG bent) to a fied connection bar with right-hand thread. Right-hand thread Installation Prior to installation MR HBS-05 R Ø20 Thread intersection eft-hand thread Marking lefthand thread E SW a Butt in one level R-/-Connecting socket [mm] Article description Order no. Dimensions HBS-05- Rebar M R a min. SW E R R R R R R R After installation HBS-05-A/AG HBS-05-R HBS-05-AG or -A HBS-05 R Ø20 HBS-05 R Ø20 Recess: Trapezoidal bo, see accessories HBS-05-RDZ Reducing socket bar HBS-05-RDZ HBS-05-A Butt in one level HBS-05-RDZ [mm] Article description Order no. Dimensions HBS-05 rebar d S1 / ds2 - Thread 1R M (RDZ) a min. SW E RDZ - 16/ M 16 M RDZ - 20/ M 20 M RDZ - 25/ M M RDZ - 28/ M M RDZ - 32/ M M State required length [mm] when ordering HAFEN HBS E 11

12 HAFEN HBS-05 SCREW CONNECTIONS HBS-05 Reducing Socket/HBS-05 End Anchor HBS-05-SRZ Double socket rebar, one end with reducing socket Also available cranked HBS-05-ARZ Double connecting bar with reducing socket Sockets can be ordered separately. HBS-05-SRZ Dimensions [mm] Article description Order no. HBS-05-Rebar/d S1 /ds2 - SRZ - 16/ SRZ - 20/ SRZ - 25/ SRZ - 28/ SRZ - 32/ State required length [mm] when ordering. HBS-05-ARZ Dimensions [mm] Article description Order no. HBS-05-bar/d S1/d S2 - ARZ - 16/ ARZ - 20/ ARZ - 25/ ARZ - 28/ ARZ - 32/ State required length [mm] when ordering. HBS-05-EA/-E Bar with end anchor / loose end anchor D A Steel structure On-site weld HBS-05-E - M.. oose end anchor HBS-05-E (Dimensions see table -EA) The HBS-05-E End-anchor is especially for attaching HBS-05 bars by welding onto steel constructions. Static proof (for eample for the welding seam) is required for each particular application. End anchor material is S235J2, material number is according to EN Also approved for end anchorage in concrete. A D fied HBS-05 - SEA HAFEN recommen: The amount of metal can be considerably reduced by using forged anchor-hea as end anchors in concrete. With the HAFEN HSC Stud connector HAFEN offers a building authority approved reinforcement using forged anchor-hea as end anchors in concrete. ( page 5) HBS-05-EA End anchor bar fied [mm] A A A fied fied fied HBS-05 - BEA HBS-05 - AEA HBS-05 - EA overlapping splices Article description Dimensions HBS-05-rebar/ / Thread A D EA - 12 /... M EA - 14 /... M EA - 16 /... M EA - 20 /... M EA - 25 /... M EA - 28 /... M EA - 32 /... M State required length [mm] when ordering. Order eample: Type Thread-Ø or bar-ø Bar length [mm] - end anchor loose: - end anchor: HBS-05 - E - M20 HBS-05 - SEA - 20 / HAFEN HBS E

13 HAFEN HBS-05 SCREW CONNECTIONS HBS-05 Positioning Socket BS-05-P-SET, Adjustable length positioning socket Set consists of: Combinations with positioning socket HBS-05 - P Threaded bolt with nuts ong positioning socket E Nut, fied locking-nut, loose MP2 MP1 G MP SW Standard lengths HBS-05-P [mm] Article description Order no. Dimensions HBS G MP MP1 MP2 SW E P-12-SET P-14-SET P-16-SET P-20-SET P-25-SET P-28-SET P-32-SET Installation dimensions for standard length positioning sockets [mm] Spacing between rebar en Reference value K Torque value for A A min. A ma. K ma. Threaded bolts M A [Nm] Materials: Positioning socket: 11 SMn 30+C according to DIN EN (W ); Threaded rod: Strength class 10.9 according to DIN Application: The positioning socket serves as a connection between aial fied and non-rotatable reinforcing bars for eample: - in areas between previously concreted sections such as a crane opening in floor slabs - connecting precast reinforcing cages - connection between difficult to access rebars Positioning sockets are freely adjustable allowing building tolerances to be easily compensated. Adjusting installation length A or Installation length A Simple installation: Screw the positioning socket on to the connection bar, using a torque wrench with a torque of M A, screw in the treaded rod using the fied nut then counter the loose nut against the positioning socket. Can be used for non-predominantly static loa as well as for impact loa. HBS-05-S HBS-05-P HBS-05-AA HBS-05-S K Kma 2018 HAFEN HBS E 13

14 HAFEN HBS-05 SCREW CONNECTIONS HBS-05-Bo HBS-05-Bo with socket rebars optimal shear load transfer with U-shaped steel casing with profiled backing u-shaped bo cover in galvanized steel sheet bo length: 1250 mm (other lengths on request) HBS-05 Socket bars are available in mm bar diameters pre-assembled in a steel casing Areas of application: cost effective formwork aid with multiple in-line installation with sliding formwork recess to form a keyed joint for shear loa The HBS-05 Connection HBS-05-B Page 6 straight HBS-05-BEA Page 12 end anchor HBS-05-BG Page 9 bent Bar spacing e No. of rebars [cm] [n] Maimum shear load q: The HBS-05 Bo is similar to the HAFEN Rebend connection HBT 55 casing. The maimum applicable shear load of the HBS-05 Bo can be determined according to DIN EN if the supplementary reference notes on joints in the information leaflet 'Re-bending', issued by the German Concrete Association are observed. Bar d s [mm] Dimension min. for = 4 [mm] for = 10 [mm] Installation: 1. Nail the HBS-05-Bo to the formwork. Attach the HBS-05 bar en to the reinforcement. 2. After striking the formwork: remove the cover and the foam strip from the HBS-05-Bo = + 36 mm HBS-05-Bo Foam strip The HBS-05 Bo casing profile remains in the concrete. The short profile lips ensure sufficient concrete contact. Order eample: HBS-05-Bo / 15-8 / BG; = 800 = 200; 10 Type ength B [mm] Bar- / Spacing e [cm] Number of bars/bo, Type HBS-05 Socket bars HBS-05 Socket bars dimensions Bending roll diameter HBS-05-Connector bar Ø mm Remove thread protector only immediately prior to assembling the HBS-05 Connector bars. HBS-05 Socket bar Ø mm HAFEN HBS E

15 HAFEN HBS-05 SCREW CONNECTIONS HBS-05 Accessories Attaching HBS-05-S Socket bars, straight or bent, to formwork For wood formwork Plastic nail-plate for mm Steel nail-plate, zinc-plated re-usable for mm For steel formwork Adhesive-plate, plastic for mm Nail-plate, Adhesive-plate [mm] Article description Order no. Plastic nail-plate HBS KS Ø60mm 75 mm Ø 50mm HBS KS HBS KS HBS KS h=10mm h=9mm h= 3mm Steel nail-plate HBS GV Fiing to timber formwork HBS-05-S, = mm h Plastic nailplate Fiing to steel formwork Adhesive-plate, plastic for mm Ø bars steel formwork HBS GV 26/ HBS GV Adhesive-plate HBS-05-S, d s = 25 to 32 mm Steel-nailplate HBS-05-B with Nail flange h Nail directly onto formwork h Adhesive-plate (not self adhesive) Trapezoidal bo for shear load bearing keyed joints (Fiing of connecting bars) Application eample for reinforcment connection with R-socket page 11. HBS-05-A Trapezoidal bo for shear load bearing keyed joints Trapezoidal Bo [mm] Article description HBS-05- h / b for d s Order no. TP 35 / TP 50 / State dimensions of, e and d s when ordering End cap for trapezoidal bo [mm] Article description for HBS-05- h / b TP-EDK 35 / TP-EDK 50 / Timber formwork Order eample: Standard bar spacings e [mm] Number e of holes Other lengths on request HBS-05-TP - 35/60-5 holes Ø 16, e = 200 mm h Type Dimensions h / b [mm] No. and diam. of holes Hole spacing e [mm] 2018 HAFEN HBS E 15

16 CONTACT HAFEN WORDWIDE HAFEN is represented by subsidiaries in the following countries, please contact us! Austria Belgium / uembourg China Czech Republic France Germany Italy Netherlan Norway Poland Spain Sweden Switzerland United Kingdom / Ireland United States of America For countries not listed HAFEN International HAFEN Gesellschaft m.b.h. eonard-bernstein-str Wien HAFEN N.V. Borkelstraat Schoten HAFEN Construction Accessories Distribution Co.td. Room 601 Tower D, Vantone Centre No. A6 Chao Yang Men Wai Street Chaoyang District Beijing P.R. China HAFEN s.r.o. Business Center Šafránkova Šafránkova 1238/ Praha 5 HAFEN S.A.S. 18, rue Goubet Paris HAFEN Vertriebsgesellschaft mbh iebigstr angenfeld HAFEN S.r.l. Soc. Unipersonale Via F.lli Bronzetti N Bergamo HAFEN b.v. Oostermaat CS Borne HAFEN AS Postboks Stavanger HAFEN Sp. z o.o. Ul. Obornicka Poznan HAFEN IBERICA, S.. Polígono Industrial Santa Ana c/ Ignacio Zuloaga Rivas-Vaciamadrid Halfen AB Vädursgatan Göteborg HAFEN Swiss AG Hertistrasse Wallisellen HAFEN td. A1/A2 Portland Close Houghton Regis U5 5AW HAFEN USA Inc. PO Bo San Antonio TX HAFEN International GmbH iebigstr angenfeld / Germany Phone: office@halfen.at Internet: Phone: info@halfen.be Internet: Phone: info@halfen.cn Internet: Phone: info@halfen.cz Internet: Phone: halfen@halfen.fr Internet: Phone: info@halfen.de Internet: Phone: tecnico@halfen.it Internet: Phone: info@halfen.nl Internet: Phone: post@halfen.no Internet: Phone: info@halfen.pl Internet: Phone: info@halfen.es Internet: Phone: info@halfen.se Internet: Phone: info@halfen.ch Internet: Phone: info@halfen.co.uk Internet: Phone: info@halfenusa.com Internet: Phone: info@halfen.com Internet: HAFEN is represented with sales offices and distributors worldwide. Please contact us: NOTES REGARDING THIS CATAOGUE Technical and design changes reserved. The information in this publication is based on state-of-the-art technology at the time of publication. We reserve the right to make technical and design changes at any time. HAFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors. Fa: Fa: Fa: Fa: Fa: Fa: Fa: Fa: Fa: Fa: Fa: Fa: Fa: Fa: HAFEN GmbH, Germany applies also to copying in etracts. R E - 10/18 PDF 11/18 The HAFEN GmbH subsidiaries in Germany, France, the Netherlan, Austria, Poland, Switzerland and the Czech Republic are Quality Management certified according to ISO 9001:2015, Certificate no AQ-GER-DAkkS.