English translation prepared by CSTB - Original version in French language

Transcription

1 Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F Marne-la-Vallée Cedex 2 Tél. : (33) Fax : (33) European Technical Assessment ETA-14/0009 of 24/05/ Original version in French language General Part Technical Assessment Body issuing the ETA and designated according to Article 29 of the Regulation (EU) No 305/2011: Nom commercial Trade name Hilti HIT-HY 100 Famille de produit Product family Titulaire Manufacturer Usine de fabrication Manufacturing plant Cette evaluation contient: This Assessment contains Cheville à scellement de type "à injection" pour fixation dans le béton fissuré (tiges filetées M10, M12, M16 et fers à béton Ø10, Ø12, Ø14, Ø16) et non fissuré (dimensions M8 à M30). Bonded injection type anchor for use in cracked (threaded rods M10, M12, M16 and rebars Ø10, Ø12, Ø14, Ø16) and non-cracked concrete (sizes M8 to M30). Hilti Corporation Feldkircherstrasse 100 FL-9494 Schaan Principality of Liechtenstein Plant 6 18 pages incluant 15 annexes qui font partie intégrante de cette évaluation 18 pages including 15 annexes which form an integral part of this assessment Base de l ETE Basis of ETA ETAG 001, Version April 2013, utilisée en tant que EAD ETAG 001, Edition April 2013 used as EAD Cette evaluation remplace: This Assessment replaces Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and should be identified as such. Communication of this European Technical Assessment, including transmission by electronic means, shall be in full. However, partial reproduction may be made, with the written consent of the issuing Technical Assessment Body. Any partial reproduction has to be identified as such.

2 Page 2 of / 05 / Technical description of the product The Hilti HIT-HY100 injection system is bonded anchor (injection type) consisting of a mortar cartridge with Hilti injection mortar HIT-HY100 and a steel element. The steel element can be made of zinc plated carbon (threaded rod, HIT-V, HIS-N), reinforcing bar, stainless steel (threaded rod, HIT-V-R, HIS-RN), or high corrosion resistant stainless steel (threaded rod, HIT-V-HCR). The steel element is placed into a rotary/percussion drilled hole filled with the injection mortar and is anchored via the bond between the metal part and concrete. The illustration and the description of the product are given in Annexes A. 2 Specification of the intended use The performances given in Section 3 are only valid if the anchor is used in compliance with the specifications and conditions given in Annexes B. The provisions made in this European technical assessment are based on an assumed working life of the anchor of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works. 3 Performance of the product 3.1 Mechanical resistance and stability (BWR 1) Essential characteristic Characteristic tension resistance and shear resistance acc. TR029 for threaded rod and HIT-V Characteristic tension resistance and shear resistance acc. TR029 for rebars Characteristic tension resistance and shear resistance acc. TR029 for internally threaded rods HIS-(R)N Displacements Performance See Annex C 1 See Annex C 2 See Annex C 3 See Annexes C4 - C5 3.2 Safety in case of fire (BWR 2) Essential characteristic Reaction to fire Resistance to fire Performance Anchorages satisfy requirements for Class A1 No performance determined (NPD) 3.3 Hygiene, health and the environment (BWR 3) Regarding dangerous substances contained in this European Technical Assessmentl, there may be requirements applicable to the products falling within its scope (e.g. transposed European legislation and national laws, regulations and administrative provisions). In order to meet the provisions of the Construction Products Directive, these requirements need also to be complied with, when and where they apply. 3.4 Safety in use (BWR 4) For Basic requirement Safety in use the same criteria are valid as for Basic Requirement Mechanical Resistance and Stability.

3 Page 3 of / 05 / Protection against noise (BWR 5) Not relevant. 3.6 Energy economy and heat retention (BWR 6) Not relevant. 3.7 General aspects relating to fitness for use Durability and Serviceability are only ensured if the specifications of intended use according to Annex B1 are kept. 4 Assessment and Verification of Constancy of Performance (AVCP) According to the Decision 96/582/EC of the European Commission 1, as amended, the system of assessment and verification of constancy of performance (see Annex V to Regulation (EU) No 305/2011) given in the following table apply. Product Intended use Level or class System Metal anchors for use in concrete For fixing and/or supporting to concrete, structural elements (which contributes to the stability of the works) or heavy units 1 5 Technical details necessary for the implementation of the AVCP system Technical details necessary for the implementation of the Assessment and verification of constancy of performance (AVCP) system are laid down in the control plan deposited at Centre Scientifique et Technique du Bâtiment. The manufacturer shall, on the basis of a contract, involve a notified body approved in the field of anchors for issuing the certificate of conformity CE based on the control plan. Issued in Marne La Vallée on by Charles Baloche Directeur technique The original French version is signed 1 Official Journal of the European Communities L 254 of

4 Page 4 of / 05 / 2014 Installation anchor Figure A1: Threaded rod, HIT-V Marking of the embedment depth d 0 Bore hole depth h 0 = anchorage depth h ef Thickness of concrete member h Fixture thickness t fix Figure A2: Rebar Marking of the embedment depth d 0 Bore hole depth h 0 = anchorage depth h ef Thickness of concrete member h Figure A3: Internal sleeve HIS-(R)N h S d0 df h 0 = h ef Product description Annex A1 Installation condition

5 HILTI HIS.. European Technical Assessment ETA-14/ Page 5 of / 05 / 2014 Injection mortar Hilti HIT-HY 100: hybrid system with aggregate 330 ml and 500 ml Marking HILTI HIT Production date Production time and line Expiry date mm/yyyy Static mixer Hilti HIT-RE-M Product name: Hilti HIT-HY 100 Steel elements Threaded rod, HIT-V-... thread sizes M8, M10, M12, M16, M20, M24, M27 or M30 washer nut Internal sleeve HIS-N... thread sizes M8, M10, M12, M16 or M20 Deformed carbon steel bars for concrete reinforcement (rebar) ø8, ø10, ø12, ø14, ø16, ø20 or ø25 Product description Injection mortar / Static mixer / Steel elements Annex A2

6 Page 6 of / 05 / 2014 Table A1: Materials Part Designation Material Metal parts made of zinc coated steel Threaded rod 1), HIT-V-5.8(F) Threaded rod 1), HIT-V-8.8(F) Washer ISO 7089 Nut EN ISO 4032 Internally threaded sleeves HIS-N Metal parts made of stainless steel Threaded rod 1), HIT-V-R Washer ISO 7089 Nut EN ISO 4032 Internally threaded sleeves HIS-RN Washer ISO 7089 Nut EN ISO 4032 Strength class 5.8, f uk (R m) = 500 N/mm²; f yk (R p 0,2) = 400 N/mm², A5 > 8% Ductile Steel galvanized 5 m EN ISO 4042 (F) hot dipped galvanized 45 m EN ISO Strength class 8.8, f uk (R m) = 800 N/mm²; f yk (R p 0,2) = 640 N/mm², A5 > 8% Ductile Steel galvanized 5 m EN ISO 4042 (F) hot dipped galvanized 45 m EN ISO Steel galvanized EN ISO 4042; hot dipped galvanized EN ISO Strength class 8 ISO Steel galvanized 5 m EN ISO 4042; hot dipped galvanized 45 m EN ISO Carbon steel , EN Steel galvanized 5 m EN ISO 4042 related fastening screw: strength class 8.8 EN ISO 898-1, A5 > 8% Ductile, steel galvanized 5 m EN ISO 4042 For M24: strength class 70, f uk (R m) = 700 N/mm²; f yk (R p 0,2) = 450 N/mm²; A5 > 8% Ductile For > M24: strength class 50, f uk (R m) = 500 N/mm²; f yk (R p 0,2) = 210 N/mm²; A5 > 8% Ductile Stainless steel ; ; ; ; ; EN Stainless steel ; ; ; ; ; EN Strength class 70 EN ISO Stainless steel ; ; ; ; ; EN Stainless steel and EN Metal parts made of high corrosion resistant steel Threaded rod 1), HIT-V-HCR Washer ISO 7089 Nut EN ISO 4032 Reinforcing bar (rebar) related fastening screw: strength class 70 EN ISO , A5 > 8% Ductile, stainless steel ; ; ; ; ; EN Stainless steel ; ; ; ; ; EN Strength class 70 EN ISO Stainless steel ; ; ; ; ; EN For M20: f uk (R m) = 800 N/mm²; f yk (R p 0,2) = 640 N/mm², A5 > 8% Ductile For > M20: f uk (R m) = 700 N/mm²; f yk (R p 0,2) = 400 N/mm², A5 > 8% Ductile High corrosion resistant steel , EN High corrosion resistant steel , EN Strength class 70 EN ISO High corrosion resistant steel , EN Rebar Bars and de-coiled rods Class B or C with EN : f yk and k according to NDP or NCL of EN /NA:2013 and AC:2010, Annex C f uk = f tk = k f yk 1) information on threaded rod: see Annex B2 Product description Materials Annex A3

7 Page 7 of / 05 / 2014 Specifications of intended use Table B1: Overview use categories and performance categories Anchorages subject to: HIT-HY 100 with Threaded rod, HIT-V Rebar HIS-(R)N hammer drilling or compressed air drilling mode. Static and quasi static loading, in non-cracked concrete M8 to M30 Tables : C1, C2, Ø8 to Ø25 Tables: C3, C4, M8 to M20 cracked concrete M10 to M16 C7, C8 Ø10 to Ø16 C9, C10 - Tables: C5, C6, C11, C12 Use category: dry or wet concrete Installation temperature -10 C to +40 C (max long term temperature +24 C Temperature range I: -40 C to +40 C In-service and max short term temperature +40 C) temperature (max long term temperature +50 C and max Temperature range II: -40 C to +80 C short term temperature +80 C) Base materials: Reinforced or unreinforced normal weight concrete according to EN 206-1: Strength classes C20/25 to C50/60 according to EN 206-1: Maximum chloride concrete of 0,40% (CL 0.40) related to the cement content according to EN 206-1: Use conditions (Environmental conditions): Structures subject to dry internal conditions (zinc coated steel, stainless steel or high corrosion resistant steel). Structures subject to external atmospheric exposure including industrial and marine environment (stainless steel or high corrosion resistant steel). Structures subject to permanently damp internal condition, if no particular aggressive conditions exist (stainless steel or high corrosion resistant steel). Structures subject to permanently damp internal condition or in other particular aggressive conditions (high corrosion resistant steel). Note: Particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used). Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and concrete work. Verifiable calculation notes and drawings are prepared taking account of the forces to be transmitted. The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.). Anchorages under static or quasi-static actions are designed in accordance with (please choose the relevant design method): EOTA Technical Report TR 029, Edition September 2010 Intended use Specifications Annex B1

8 d European Technical Assessment ETA-14/ Page 8 of / 05 / 2014 Table B2: Installation parameters of threaded rod, HIT-V- Threaded rods, HIT-V- M8 M10 M12 M16 M20 M24 M27 M30 Diameter of element d [mm] Range of effective min [mm] anchorage depth h ef and depth of drilled hole h 0 max [mm] Nominal diameter of drill bit d 0 [mm] Diameter of clearance hole in the fixture 1) d f [mm] Maximum torque moment T max [Nm] Minimum thickness of concrete member h min [mm] h ef + 30 mm 100 mm h ef + 2 x d 0 Minimum spacing s min [mm] Minimum edge distance c min [mm] ) for larger clearance hole in the fixture see TR 029 section 1.1 l (total length of element) Head marking: l = HIT-V-5.8 M x l 5.8F - l = HIT-V-5.8F M x l l = HIT-V-8.8 M x l 8.8F - l = HIT-V-8.8F M x l R - l = HIT-V-R M...x l HCR - l = HIT-V-HCR M...x l Commercial standard threaded rods, washers and hexagon nuts may also be used if the following requirements are fulfilled: material, dimensions and mechanical properties of the metal parts according to the specifications given in Annex A3, Table A1, confirmation of material and mechanical properties of the metal parts by inspection certificate 3.1 according to EN 10204:2004, the documents should be stored, marking of the threaded rod with the envisage embedment depth. This may be done by the manufacturer of the rod or the person on jobsite. Intended use Installation parameters: Threaded rod, HIT-V- Annex B2

9 d HILTI HIS... European Technical Assessment ETA-14/ Page 9 of / 05 / 2014 Table B3: Installation parameters of internal sleeve HIS-(R)N HIS-(R)N M8 M10 M12 M16 M20 Diameter of element d [mm] 12,5 16,5 20,5 25,4 27,6 Effective anchorage depth h ef [mm] Nominal diameter of drill bit d 0 [mm] Depth of drilled hole h 0 [mm] Diameter of clearance hole in the fixture d f [mm] Maximum torque moment T max [Nm] Thread engagement length min-max Minimum thickness of concrete member h s [mm] h min [mm] Minimum spacing s min [mm] Minimum edge distance c min [mm] Effective anchorage depth h ef Marking: Identifying mark - HILTI and embossing "HIS-N" (for C-steel) embossing "HIS-RN" (for stainless steel) Intended use Installation parameters: Internal sleeve HIS-(R)N Annex B3

10 Page 10 of / 05 / 2014 Table B4: Installation parameters of anchor element rebar Rebar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Diameter of element d [mm] Range of effective anchorage min [mm] depth h ef and depth of drilled hole h 0 max [mm] Nominal diameter of drill bit d 0 [mm] ) 14 1) 1) Minimum thickness of concrete member 1) h min [mm] h ef + 30 mm h ef + 2 x d 0 Minimum spacing s min [mm] Minimum edge distance c min [mm] Each of the two given values can be used Rebar Intended use Installation parameters: Anchor element rebar Annex B4

11 Page 11 of / 05 / 2014 Table B5: Working time t work and minimum curing time t cure Temperature in the anchorage base [ C] Maximum working time t work Minimum curing time t cure -10 C T base material -5 C 1) 180 min 12 h -5 C T base material 0 C 40 min 4 h 0 C T base material 5 C 20 min 2 h 5 C T base material 20 C 8 min 1 h 20 C T base material 30 C 5 min 30 min 30 C T base material 40 C 2 min 30 min Remark 1) The foil pack temperature must be between 20 C and 25 C Table B6: Borehole diameter specific installation tools Elements Drill and clean Installation Threaded rod, HIT-V HIS-(R)N Rebar Hammer drilling TE-C, TE-Y Brush Piston plug [mm] [mm] [mm] d 0 [mm] HIT-RB HIT-SZ / / Cleaning alternatives Manual Cleaning (MC): Hilti hand pump for blowing out bore holes with diameters d 0 18 mm and bore hole depth h 0 10d Compressed air cleaning (CAC): Air nozzle with an orifice opening of minimum 3,5 mm in diameter. Intended use Minimum working time and curing times Installation tools for drilling with hammer drill (HD) or compressed air drill (CA) Annex B5

12 Page 12 of / 05 / 2014 Installation instruction Bore hole drilling Hammer drilling Drill hole to the required embedment depth with a hammer drill set in rotationhammer mode using an appropriately sized carbide drill bit. Bore hole cleaning Manual Cleaning (MC) Just before setting an anchor, the bore hole must be free of dust and debris. Inadequate borehole cleaning = poor load values. for bore hole diameters d 0 18mm and bore hole depth h 0 10d The Hilti manual pump may be used for blowing out bore holes up to diameters d 0 18 mm and embedment depths up to h ef 10d. Blow out at least 4 times from the back of the bore hole until return air stream is free of noticeable dust Brush 4 times with the specified brush size (brush Ø bore hole Ø, see Table B6) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole -- if not the brush is too small and must be replaced with the proper brush diameter. Blow out again with manual pump at least 4 times until return air stream is free of noticeable dust. Compressed air cleaning (CAC) for all bore hole diameters d 0 and all bore hole depth h 0 Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust. Bore hole diameter 32 mm the compressor must supply a minimum air flow of 140 m³/hour. Brush 2 times with the specified brush size (brush Ø bore hole Ø, see Table B6) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole -- if not the brush is too small and must be replaced with the proper brush diameter. Blow again with compressed air 2 times until return air stream is free of noticeable dust. Intended use Installation instruction I Annex B6

13 Page 13 of / 05 / 2014 Injection preparation Tightly attach new Hilti mixing nozzle HIT-RE-M to foil pack manifold (snug fit). Do not modify the mixing nozzle. Observe the instruction for use of the dispenser. Check foil pack holder for proper function. Do not use damaged foil packs / holders. Insert foil pack into foil pack holder and put holder into HIT-dispenser. Discard initial adhesive. The foil pack opens automatically as dispensing is initiated. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. Discarded quantities are 2 strokes for 330 ml foil pack, 3 strokes for 500 ml foil pack. Inject adhesive from the back of the borehole without forming air voids Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full, or as required to ensure that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length. After injection is completed, depressurize the dispenser by pressing the release trigger. This will prevent further adhesive discharge from the mixer. Setting the element Overhead installation and/or installation with embedment depth h ef > 250 mm. For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized piston plug (see Table B6). Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure. Before use, verify that the element is dry and free of oil and other contaminants. Mark and set element to the required embedment depth until working time t work has elapsed. The working time t work is given in Table B5. For overhead installation use piston plugs and fix embedded parts with e.g. wedges Loading the anchor: After required curing time t cure (see Table B4) the anchor can be loaded. The applied installation torque shall not exceed the values T max given in Tables B2 and B3. Intended use Installation instruction II Annex B7

14 Page 14 of / 05 / 2014 Table C1: Characteristic values of resistance for HIT-V under tension loads HIT-HY 100 with threaded rod, HIT-V M8 M10 M12 M16 M20 M24 M27 M30 Installation safety factor 2 [-] 1,2 Steel failure Char. resistance HIT-V-5.8(F) N Rk,s [kn] Char. resistance HIT-V-8.8(F) N Rk,s [kn] Char. resistance HIT-V-R N Rk,s [kn] Char. resistance HIT-V-HCR N Rk,s [kn] Combined pullout and concrete cone failure Characteristic bond resistance in non-cracked concrete C20/25 Temp. range I: 40 C/24 C Rk,ucr [N/mm 2 ] 14,0 14,0 14,0 13,0 12,0 11,0 10,0 8,5 Temp. range II: 80 C/50 C Rk,ucr [N/mm 2 ] 12,0 12,0 12,0 12,0 11,0 10,0 9,0 7,0 Characteristic bond resistance in cracked concrete C20/25 Temp. range I: 40 C/24 C Rk,cr [N/mm 2 ] n.a. 5,5 5,5 5,5 n.a. n.a. n.a. n.a. Temp. range II: 80 C/50 C Rk,cr [N/mm 2 ] n.a. 4,0 4,0 4,0 n.a. n.a. n.a. n.a. Increasing factors for Rk Splitting failure c C30/37 1,04 C40/50 1,07 C50/60 1,09 h / h ef 2,0 1,0 h ef h/hef Edge distance ccr,sp [mm] for 2,0 > h / h ef > 1,3 4,6 h ef - 1,8 h 2,0 1,3 h / h ef 1,3 2,26 h ef 1,0 hef 2,26 hef ccr,sp Spacing s cr,sp [mm] 2 x c cr,sp Table C2: Characteristic values of resistance for HIT-V under shear loads HIT-HY 100 with threaded rod, HIT-V M8 M10 M12 M16 M20 M24 M27 M30 Steel failure without lever arm Char. Resistance HIT-V 5.8(F) V Rk,s [kn] Char. Resistance HIT-V 8.8(F) V Rk,s [kn] Char. Resistance HIT-V R V Rk,s [kn] Char. Resistance HIT-V HCR V Rk,s [kn] Steel failure with lever arm Char. Resistance HIT-V 5.8(F) M 0 Rk,s [Nm] Char. Resistance HIT-V 8.8(F) M 0 Rk,s [Nm] Char. Resistance HIT-V R M 0 Rk,s [Nm] Char. Resistance HIT-V HCR M 0 Rk,s [Nm] Concrete pry-out failure Factor in equation (5.7) of Technical Report TR 029 for the design of bonded anchors k [-] 1,0 (h ef < 60mm) 2,0 (h ef 60mm) Performances Characteristic values of resistance for threaded rod, HIT-V under tension loads and under shear loads Annex C1

15 Page 15 of / 05 / 2014 Table C3: Characteristic values of resistance for rebar bolt under tension loads HIT-HY100 with rebar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Installation safety factor 2 [-] 1,2 Steel failure Characteristic resistance for rebar BSt 500 S acc. to DIN 488: Combined pullout and concrete cone failure Characteristic bond resistance in non-cracked concrete C20/25 N Rk,s [kn] Temp. range I: 40 C/24 C Rk,ucr [N/mm 2 ] 9,5 9,5 9,5 9,5 9,5 9,5 9,5 Temp. range II: 80 C/50 C Rk,ucr [N/mm 2 ] 8,0 8,0 8,0 8,0 8,0 8,0 8,0 Characteristic bond resistance in cracked concrete C20/25 Temp. range I: 40 C/24 C Rk,cr [N/mm 2 ] n.a. 5,5 5,5 5,5 5.5 n.a. n.a. Temp. range II: 80 C/50 C Rk,cr [N/mm 2 ] n.a. 4,0 4,0 4,0 4.0 n.a. n.a. Increasing factors for Rk Splitting failure c C30/37 1,04 C40/50 1,07 C50/60 1,09 Edge distance c cr,sp [mm] for h / h ef 2,0 1,0 h ef 2,0 > h / h ef > 1,3 4,6 h ef - 1,8 h h/hef 2,0 1,3 h / h ef 1,3 2,26 h ef 1,0 hef 2,26 hef ccr,sp Spacing s cr,sp [mm] 2 x c cr,sp Table C4: Characteristic values of resistance for rebar bolt under shear loads HIT-HY100 with rebar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Steel failure without lever arm Characteristic resistance for rebar BSt 500 S acc. to DIN 488: Steel failure with lever arm Characteristic resistance for rebar BSt 500 S acc. to DIN 488: Concrete pry-out failure Factor in equation (5.7) of Technical Report TR 029 for the design of bonded anchors V Rk,s [kn] M 0 Rk,s [Nm] k [-] 2,0 Performances Characteristic values of resistance for rebar bolt under tension loads and under shear loads Annex C2

16 Page 16 of / 05 / 2014 Table C5: Characteristic values of resistance for internal sleeve HIS-(R)N under tension loads HIT-HY 100 with HIS-(R)N M8 M10 M12 M16 M20 Installation safety factor in non-cracked concrete Steel failure Char. resistance HIS-N with screw grade 8.8 Char. resistance HIS-RN with screw grade 70 Combined pullout and concrete cone failure 2 [-] 1,2 Characteristic bond resistance in non-cracked concrete C20/25 N Rk,s [kn] N Rk,s [kn] Temp. range I: 40 C/24 C N Rk,ucr [kn] Temp. range II: 80 C/50 C N Rk,ucr [kn] C30/37 1,04 Increasing factors for N Rk,p c C40/50 1,07 C50/60 1,09 Splitting failure Edge distance c cr,sp [mm] for h / h ef 2,0 1,0 h ef 2,0 > h / h ef > 1,3 4,6 h ef - 1,8 h h/hef 2,0 1,3 h / h ef 1,3 2,26 h ef 1,0 hef 2,26 hef ccr,sp Spacing s cr,sp [mm] 2 x c cr,sp Table C6: Characteristic values of resistance for internal sleeve HIS-(R)N under shear loads HIT-HY 100 with HIS-(R)N M8 M10 M12 M16 M20 Steel failure without lever arm Char. resistance HIS-N with screw grade 8.8 Char. resistance HIS-RN with screw grade 70 Steel failure without lever arm Char. resistance HIS-N with screw grade 8.8 Char. resistance HIS-RN with screw grade 70 Concrete pry-out failure Factor in equation (5.7) of Technical Report TR 029 V Rk,s [kn] V Rk,s [kn] M 0 Rk,s [Nm] M 0 Rk,s [Nm] k [-] 2,0 Performances Characteristic values of resistance for internal sleeve HIS-(R)N under tension loads and under shear loads Annex C3

17 Page 17 of / 05 / 2014 Table C7: Displacement under tension load in mm/(n/mm²) HIT-HY 100 with threaded rod, HIT-V M8 M10 M12 M16 M20 M24 M27 M30 Non-cracked concrete Temperature range I: 40 C / 24 C Displacement N0 [mm/(n/mm²)] 0,06 0,06 0,06 0,07 0,07 0,07 0,08 0,08 Displacement N [mm/(n/mm²)] 0,09 0,09 0,09 0,10 0,10 0,11 0,11 0,12 Temperature range II: 80 C / 50 C Displacement N0 [mm/(n/mm²)] 0,06 0,06 0,06 0,07 0,07 0,07 0,08 0,08 Displacement N [mm/(n/mm²)] 0,09 0,09 0,09 0,10 0,10 0,11 0,11 0,12 Cracked concrete Temperature range I: 40 C / 24 C Displacement N0 [mm/(n/mm²)] n.a. 0,09 0,10 0,11 n.a. n.a. n.a. n.a. Displacement N [mm/(n/mm²)] n.a. 0,09 0,10 0,11 n.a. n.a. n.a. n.a. Temperature range II: 80 C / 50 C Displacement N0 [mm/(n/mm²)] n.a. 0,09 0,10 0,12 n.a. n.a. n.a. n.a. Displacement N [mm/(n/mm²)] n.a. 0,09 0,10 0,12 n.a. n.a. n.a. n.a. Table C8: Displacement under shear load in mm/(n/mm²) HIT-HY 100 with threaded rod, HIT-V M8 M10 M12 M16 M20 M24 M27 M30 Displacement V0 [mm/kn] 0,06 0,06 0,05 0,04 0,04 0,03 0,03 0,03 Displacement V [mm/kn] 0,09 0,08 0,08 0,06 0,06 0,05 0,05 0,05 Performances Displacements for standard threaded rods, HIT-V Annex C4

18 Page 18 of / 05 / 2014 Table C9: Displacement under tension load in mm/(n/mm²) HIT-HY 100 with rebar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Non-cracked concrete Temperature range I: 40 C / 24 C Displacement N0 [mm/(n/mm²)] 0,06 0,06 0,06 0,07 0,07 0,07 0,08 Displacement N [mm/(n/mm²)] 0,09 0,09 0,09 0,10 0,10 0,10 0,11 Temperature range II: 80 C / 50 C Displacement N0 [mm/(n/mm²)] 0,06 0,06 0,06 0,07 0,07 0,07 0,08 Displacement N [mm/(n/mm²)] 0,09 0,09 0,09 0,10 0,10 0,10 0,11 Cracked concrete Temperature range I: 40 C / 24 C Displacement N0 [mm/(n/mm²)] n.a. 0,09 0,10 0,11 0,11 n.a. n.a. Displacement N [mm/(n/mm²)] n.a. 0,09 0,10 0,11 0,11 n.a. n.a. Temperature range II: 80 C / 50 C Displacement N0 [mm/(n/mm²)] n.a. 0,09 0,10 0,12 0,12 n.a. n.a. Displacement N [mm/(n/mm²)] n.a. 0,09 0,10 0,12 0,12 n.a. n.a. Table C10: Displacement under shear load in mm/(n/mm²) HIT-HY 100 with rebar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Displacement V0 [mm/kn] 0,06 0,05 0,05 0,04 0,04 0,04 0,03 Displacement V [mm/kn] 0,09 0,08 0,07 0,06 0,06 0,05 0,05 Table C11: Displacement under tension load in mm/kn HIT-HY 100 with HIS-(R)N M8 M10 M12 M16 M20 Temperature range I: 40 C / 24 C Displacement N0 [mm/10kn] 0,03 0,04 0,06 0,12 0,17 Displacement N [mm/10kn] 0,04 0,06 0,09 0,17 0,24 Temperature range II: 80 C / 50 C Displacement N0 [mm/10kn] 0,03 0,04 0,06 0,12 0,16 Displacement N [mm/10kn] 0,04 0,06 0,09 0,17 0,24 Table C12: Displacement under shear load in mm/kn HIT-HY 100 with HIS-(R)N M8 M10 M12 M16 M20 Displacement V0 [mm/kn] 0,10 0,10 0,10 0,10 0,10 Displacement V [mm/kn] 0,15 0,15 0,15 0,15 0,15 Performances Displacements for rebar bolt and for internal sleeve HIS-(R)N Annex C5