Hilti HIT-HY150 Injection Adhesive with HAS-E/ER/EF/HCR and HIS-N/RN

Transcription

1 Submission folder Hilti HIT-HY150 Injection Adhesive with HAS-E/ER/EF/HCR and HIS-N/RN Sample Submission and 2-9 Approval Form Product Information Technical Information - HY150 + HAS/E/ER/EF/HCR HY150 + HIS-N/RN Method Statement - HY150 + HAS/E/ER/EF/HCR HY150 + HIS-N/RN Test Reports according to BS HY150 + HAS Anchor Rod Government Letter Country of Origin Material Safety Data Sheet Job Reference Customer Hotline Hong Kong Macau (Toll free) Page 1 Fen 2012

2 SAMPLE SUBMISSION AND APPROVAL FORM Contract Title: Ref. No.: Date: Ref. No. of Previous Submission: Contract No: (1) File Reference: (2) DETAILS OF SUBMISSION To: Contract Manager s Representative Attention: From: The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval. 1. General Information a. Material Description HIT HY150 Injection Adhesive b. Location: c. Specification Ref. Page: Item: d. Drawing Ref. No. e. B.Q. Ref.No.: f. Anticipated date of approval: 2. Technical Information The submitted sample has been checked against the specification and drawings as listed below:- Specification Requirements a. Brand b. Country of Origin c. Manufacturer s Name & Address d. Factory s Name & Address(es) e. Supplier (with Applicator, if any) Hilti Germany Submitted Sample (State details against each item) Hilti Corporation, FL-9494 Principality of Liechtenstein. Hilti Gmbh Ind. Ges. F. Befestigungstechnik Hiltistrasse 6, D Kaufering, Germany. Hilti (Hong Kong) Ltd Page 1 of 2 Page 2 Fen 2012

3 f. Appearance g. Color + h. Specification i. Manufacturer s Catalogue j. Test Report (Original/Certificated True Copy) k. Previous Job Reference l. Supplementary Information According to the sample submitted Grey Attached Attached Attached Attached NIL For and on behalf of the Contractor (Quality Control Manager) CONTRACT MANAGER S COMMENTS To: From: Contract Manager s Representative: On the basis of the sample and information given, the above sample submitted is: (1) * Approved. (2) * Not approved because Remarks: Approval does not alter the requirements of the Contract Contract Manager s Representative: Date: cc. (* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark) Page 2 of 2 Page 3 Fen 2012

4 SAMPLE SUBMISSION AND APPROVAL FORM Contract Title: Ref. No.: Date: Ref. No. of Previous Submission: Contract No: (1) File Reference: (2) DETAILS OF SUBMISSION To: Contract Manager s Representative Attention: From: The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval. 1. General Information a. Material Description HAS-E/ER/EF Anchor Rod or HIS-N/RN (M8-M24) Anchor Sleeve b. Location: c. Specification Ref. Page: Item: d. Drawing Ref. No. e. B.Q. Ref.No.: f. Anticipated date of approval: 2. Technical Information The submitted sample has been checked against the specification and drawings as listed below:- Specification Requirements a. Brand b. Country of Origin c. Manufacturer s Name & Address d. Factory s Name & Address(es) e. Supplier (with Applicator, if any) Hilti Republic of China Submitted Sample (State details against each item) Hilti Corporation, FL-9494 Principality of Liechtenstein. Hilti (China Zhangjiang) Co. Ltd., Yongping Road South, Zhangjiang Development Zone, Zhangjiang, Guangdong Province, China. Page 1 of 2 Page 4 Fen 2012

5 f. Appearance g. Color + h. Specification i. Manufacturer s Catalogue j. Test Report (Original/Certificated True Copy) k. Previous Job Reference l. Supplementary Information Hilti (Hong Kong) Ltd According to the sample submitted Nil Attached Attached Attached Attached NIL For and on behalf of the Contractor (Quality Control Manager) CONTRACT MANAGER S COMMENTS To: From: Contract Manager s Representative: On the basis of the sample and information given, the above sample submitted is: (1) * Approved. (2) * Not approved because Remarks: Approval does not alter the requirements of the Contract Contract Manager s Representative: Date: cc. (* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark) Page 2 of 2 Page 5 Fen 2012

6 SAMPLE SUBMISSION AND APPROVAL FORM Contract Title: Ref. No.: Date: Ref. No. of Previous Submission: Contract No: (1) File Reference: (2) DETAILS OF SUBMISSION To: Contract Manager s Representative Attention: From: The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval. 1. General Information a. Material Description HAS-E/ER/EF (M27-M39) Anchor Rod b. Location: c. Specification Ref. Page: Item: d. Drawing Ref. No. e. B.Q. Ref.No.: f. Anticipated date of approval: 2. Technical Information The submitted sample has been checked against the specification and drawings as listed below:- Specification Requirements a. Brand b. Country of Origin c. Manufacturer s Name & Address d. Factory s Name & Address(es) e. Supplier (with Applicator, if any) Hilti Hungary Submitted Sample (State details against each item) Hilti Corporation, FL-9494 Principality of Liechtenstein. Hilti Werkzeug Gmbh., Kecskemet / Szt. Istvan 17, Hungary. Hilti (Hong Kong) Ltd Page 1 of 2 Page 6 Fen 2012

7 f. Appearance g. Color + h. Specification i. Manufacturer s Catalogue j. Test Report (Original/Certificated True Copy) k. Previous Job Reference l. Supplementary Information According to the sample submitted Nil Attached Attached Attached Attached NIL For and on behalf of the Contractor (Quality Control Manager) CONTRACT MANAGER S COMMENTS To: From: Contract Manager s Representative: On the basis of the sample and information given, the above sample submitted is: (1) * Approved. (2) * Not approved because Remarks: Approval does not alter the requirements of the Contract Contract Manager s Representative: Date: cc. (* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark) Page 2 of 2 Page 7 Fen 2012

8 SAMPLE SUBMISSION AND APPROVAL FORM Contract Title: Ref. No.: Date: Ref. No. of Previous Submission: Contract No: (1) File Reference: (2) DETAILS OF SUBMISSION To: Contract Manager s Representative Attention: From: The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval. 1. General Information a. Material Description HAS-HCR Anchor Rod b. Location: c. Specification Ref. Page: Item: d. Drawing Ref. No. e. B.Q. Ref.No.: f. Anticipated date of approval: 2. Technical Information The submitted sample has been checked against the specification and drawings as listed below:- Specification Requirements a. Brand b. Country of Origin c. Manufacturer s Name & Address d. Factory s Name & Address(es) e. Supplier (with Applicator, if any) Hilti Germany Submitted Sample (State details against each item) Hilti Corporation, FL-9494 Principality of Liechtenstein. Hilti Gmbh. Ind. Ges. F. Befestigungstechnik, Hiltistrasse 6, D Kaufering, Germany. Hilti (Hong Kong) Ltd Page 1 of 2 Page 8 Fen 2012

9 f. Appearance g. Color + h. Specification i. Manufacturer s Catalogue j. Test Report (Original/Certificated True Copy) k. Previous Job Reference l. Supplementary Information According to the sample submitted Nil Attached Attached Attached Attached NIL For and on behalf of the Contractor (Quality Control Manager) CONTRACT MANAGER S COMMENTS To: From: Contract Manager s Representative: On the basis of the sample and information given, the above sample submitted is: (1) * Approved. (2) * Not approved because Remarks: Approval does not alter the requirements of the Contract Contract Manager s Representative: Date: cc. (* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark) Page 2 of 2 Page 9 Fen 2012

10 Anchoring Systems Injection adhesive HIT-HY 150 Applications Suitable to achieve high loads in concrete and stone For fixing post-installed rebar and anchor rod up to M24 For fastening the hand rail and fencing For repair mortar Base Material Concrete Hard natural stone Material 2-component ready mix epoxy resin (styrene-free) Curing time Temperature of the base material Working time Curing time 40 C 2 min. 40 min. 30 C 4 min. 50 min. 20 C 6 min. 90 min. 10 C 20 min. 2 hours Advantages For fastenings without expansion pressure User-friendly and odourless (styrene-free) Fast curing resin to increase the productivity Foil pack design reduces disposal cost With NSF and WRAS approvals for use in contact with drinking water 7 Approvals: (Rebar) Installation procedures x/2x Drill the hole Clean the drilled hole Open the cartridge cap, insert it into the holder and screw the mixer on it. Put the cartridge into the dispenser. Throw away (must) first 3 trigger pulls for 500 ml cartridge or 2 trigger pulls for 330 ml cartridge. Release dispenser to stop the grout flowing. Inject the mortar from bottom to the top of the hole. (Approx. 2/3 of the hole depth). Insert the anchor rod slowly by turning it into the mortar up to the required depth. Fix the work piece after the grout is cured. Ordering Order designation Content (ml) Package (pcs) Including Item No. FOIL PACK RE HIT-HY 150 / 500 / Mixers FOIL PACK RE HIT-HY 150 / 330 / Mixers HIT-M mixer Page 10 Fen Customer Hotline: Hong Kong Macau (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) Hilti online:

11 Anchoring Systems Anchor rod HIT-HY 150 with HAS-E / HIT-V h nom Materials Steel strength grade 5.8 for M8 to M24 galvanized at least 5µm Steel strength grade 5.8 for M8 to M24, hot dip galv. to 45µm A4-70 stainless steel (M8-M24) High corrosion resistance (HCR) (M8-M24) d o h 1 t fix d f Approvals: (Threaded Rod) Technical data Recommended load (kn), non-cracked concrete at 25N/mm², safety factor( )=3 Model Size M8 M10 M12 M16 M20 M24 HIT-HY HAS-E / -EF / HIT-V HIT-HY HAS-ER / -HCR / HIT-V-R Tensile Load, Nrec Shear Load, Vrec Tensile Load, Nrec Shear Load, Vrec Remarks: 1) All the data applies to no edge distance, spacing and other influences 2) For detail design method, please refer to Fastening Technology Manual 3) HAS-HCR anchor rod are only up to M24 only Anchor rod HAS-E Anchor rod HIT-V page 189 page 186 Anchor sleeve HIT-HY 150 with HIS-N h s Materials Carbon steel galvanized at least 5µm (M8-M20) A4-70 stainless steel (M8-M20) d o d f h nom h 1 Technical data Recommended load (kn), non-cracked concrete at 25N/mm², safety factor( )=3 Model Size M8 M10 M12 M16 M20 HIT-HY HIS-N HIT-HY HIS-RN Remarks: 1) All the data applies to no edge distance, spacing and other influences 2) For detail design method, please refer to Fastening Technology Manual Tensile Load, Nrec Shear Load, Vrec Tensile Load, Nrec Shear Load, Vrec Anchor sleeve HIS-N page 191 Page 11 Fen Customer Hotline: Hong Kong Macau (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) Hilti online:

12 Anchoring Systems Anchor rod HVU with HAS-E Materials Steel strength grade 5.8 and 8.8 for M8 to M24 and M27 to M39 respectively, galvanized at least 5µm Steel strength grade 5.8 and 8.8 for M8 to M24 and M27 to M39 respectively, hot dip galv. to 45µm A4-70 and A4-50 stainless steel for M8 to M24 and M27 to M39 respectively. High corrosion resistance (HCR) (M8-M24) d o h 1 d f t fix HAS-E Programme HAS-E galvanized version (min. 5µm) Drill bit Tighten. Max. Clear- Width Thread nom. Min. hole Anchorage torque fasten. ance across HVU dia. dia., do depth, h1 depth, hnom Tinst thk. tfix hole, df flats, Sw Capsule Package Order designation Item no. (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs) M HVU M8x80 20 HAS-E M8x80/ M HVU M8x80 10 HAS-E M8x80/ M HVU M10x90 20 HAS-E M10x90/ M HVU M10x90 10 HAS-E M10x90/ M HVU M10x90 10 HAS-E M10x90/ M HVU M12x HAS-E M12x110/ M HVU M12x HAS-E M12x110/ M HVU M12x HAS-E M12x110/ M HVU M12x HAS-E M12x110/ M HVU M16x HAS-E M16x125/ M HVU M16x HAS-E M16x125/ M HVU M16x HAS-E M16x125/ M HVU M16x HAS-E M16x125/ M HVU M16x HAS-E M16x125/ M HVU M16x HAS-E M16x125/ M HVU M20x HAS-E M20x170/ M HVU M20x HAS-E M20x170/ M HVU M20x HAS-E M20x170/ M HVU M20x HAS-E M20x170/ M HVU M20x HAS-E M20x170/ M HVU M24x HAS-E M24x210/ M HVU M27x240 4 HAS-E M27x240/ M HVU M30x270 4 HAS-E M30x270/ M HVU M33x300 4 HAS-E M33x300/ M HVU M36x330 2 HAS-E M36x330/ M HVU M39x360 2 HAS-E M39x360/ HAS-EF hot dip galvanized version (min. 45µm) M HVU M8x80 20 HAS-EF M8x80/ M HVU M8x80 10 HAS-EF M8x80/ M HVU M10x90 20 HAS-EF M10x90/ M HVU M10x90 10 HAS-EF M10x90/ M HVU M10x90 10 HAS-EF M10x90/ M HVU M12x HAS-EF M12x110/ M HVU M12x HAS-EF M12x110/ M HVU M12x HAS-EF M12x110/ M HVU M12x HAS-EF M12x110/ M HVU M16x HAS-EF M16x125/ M HVU M16x HAS-EF M16x125/ M HVU M16x HAS-EF M16x125/ M HVU M16x HAS-EF M16x125/ M HVU M16x HAS-EF M16x125/ M HVU M16x HAS-EF M16x125/ M HVU M20x HAS-EF M20x170/ M HVU M20x HAS-EF M20x170/ M HVU M20x HAS-EF M20x170/ M HVU M20x HAS-EF M20x170/ M HVU M20x HAS-EF M20x170/ M HVU M24x HAS-EF M24x210/ M HVU M27x240 4 HAS-EF M27x240/ M HVU M30x270 4 HAS-EF M30x270/ M HVU M33x300 4 HAS-EF M33x300/ M HVU M36x330 2 HAS-EF M36x330/ M HVU M39x360 2 HAS-EF M39x360/ Special Request 189 Customer Hotline: Hong Kong Macau (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) Hilti online: Page 12 Fen 2012

13 Anchoring Systems HAS-ER A4 stainless steel version Drill bit Anchorage Tighten. Max. Clear- Width Thread nom. Min. hole depth torque fasten. ance across HVU dia. dia., do depth, h1 hnom Tinst thk. tfix hole, df flats, Sw Capsule Package (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs) Order designation Item no. M HVU M8x80 20 HAS-ER M8x80/ M HVU M8x80 10 HAS-ER M8x80/ M HVU M8x80 10 HAS-ER M8x80/ M HVU M10x90 20 HAS-ER M10x90/ M HVU M10x90 10 HAS-ER M10x90/ M HVU M10x90 10 HAS-ER M10x90/ M HVU M10x90 10 HAS-ER M10x90/ M HVU M12x HAS-ER M12x110/ M HVU M12x HAS-ER M12x110/ M HVU M12x HAS-ER M12x110/ M HVU M12x HAS-ER M12x110/ M HVU M16x HAS-ER M16x125/ M HVU M16x HAS-ER M16x125/ M HVU M16x HAS-ER M16x125/ M HVU M16x HAS-ER M16x125/ M HVU M16x HAS-ER M16x125/ M HVU M20x HAS-ER M20x170/ M HVU M20x HAS-ER M20x170/ M HVU M24x HAS-ER M24x210/ M HVU M27x240 4 HAS-ER M27x240/ M HVU M30x270 4 HAS-ER M30x270/ M HVU M33x300 4 HAS-ER M33x300/ M HVU M36x330 2 HAS-ER M36x330/ M HVU M39x360 2 HAS-ER M39x360/ HAS-HCR high corrosion resistance material M HVU M8x80 20 HAS-HCR M8x80/ M HVU M10x90 10 HAS-HCR M10x90/ M HVU M12x HAS-HCR M12x110/ M HVU M16x125 5 HAS-HCR M16x125/ M HVU M20x170 5 HAS-HCR M20x170/ M HVU M24x210 5 HAS-HCR M24x210/ Required tools Anchor TE adapter Package Square socket Package Anchor description Order designation (pcs) Item no. Order designation (pcs) Item no. HVU M8 + HAS-E / -EF / -ER M8 TE-C 1/2" Socket 13x1/2" (M8) HVU M10 + HAS-E / -EF / -ER M10 TE-C 1/2" Socket 17x1/2" (M10) HVU M12 + HAS-E / -EF / -ER M12 TE-C 1/2" Socket 19x1/2" (M12) HVU M16 + HAS-E / -EF / -ER M16 TE-FY 3/4" Socket 24x3/4" (M16) HVU M20 + HAS-E / -EF / -ER M20 TE-FY 3/4" Socket 30x3/4" (M20) HVU M24 + HAS-E / -EF / -ER M24 TE-FY 3/4" Socket 36x3/4" (M24) HVU M27 + HAS-E / -EF / -ER M27 BU 3/4" Socket 41x3/4" (M27) - - HVU M30 + HAS-E / -EF / -ER M30 BU 3/4" Socket 46x3/4" (M30) - - HVU M33 + HAS-E / -EF / -ER M33 BU 3/4" Socket 50x3/4" (M33) - - HVU M36 + HAS-E / -EF / -ER M36 BU 3/4" Socket 55x3/4" (M36) - - HVU M39 + HAS-E / -EF / -ER M39 BU 3/4" Socket 59x3/4" (M39) - - Anchor HAS-E Setting tool Package Anchor description Order designation (pcs) Item no. HVU M8 + HAS-E / -EF / -ER M8 TE-C-E M HVU M10 + HAS-E / -EF / -ER M10 TE-C-E M HVU M12 + HAS-E / -EF / -ER M12 TE-C-E M HVU M16 + HAS-E / -EF / -ER M16 TE-C-E M HVU M16 + HAS-E / -EF / -ER M16 TE-Y-E M HVU M20 + HAS-E / -EF / -ER M20 TE-Y-E M HVU M24 + HAS-E / -EF / -ER M24 TE-Y-E M Special Request Customer Hotline: Hong Kong Macau (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) Hilti online: Page 13 Fen

14 Anchoring Systems Anchor sleeve HVU with HIS-N Materials Carbon steel galvanized at least 5µm (M8-M20) A4-70 stainless steel (M8-M20) d o h s d f Technical data Recommended load (kn), non-cracked concrete at 25N/mm², safety factor( )=3 HVU + HIS-N Model Size M8 M10 M12 M16 M20 HVU + HIS-RN Tensile Load, Nrec Shear Load, Vrec Tensile Load, Nrec Shear Load, Vrec Remarks: 1) All the data applies to no edge distance, spacing and other influences 2) For detail design method, please refer to Fastening Technology Manual h 1 Installation procedures 6 Drill the anchor hole. Clean the drilled hole with the blow-out pump. Insert the adhesive capsule (HVU) into the hole. Set the anchor sleeve (HIS-N or HIS-RN) by using hammer drill with HIS-S setting tools such that it is flush with the base material surface. Leave the setting tools or rod adapter remaining attached and remove it only the cure time was passed. Put the part to be fastened in place and fasten the part using bolt or others. HIS-N Programme: HIS-N galvanized version (min. 5µm) Screw Drill bit Tighten. depth, Clear- Thread nom. Min. hole Anchorage torque hs (min) / ance dia. dia., do depth,h1 depth, hnom Tinst hs (max) hole, df HVU capsule Package Order designation Item no. (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs) M / 20 9 HVU M10x90 10 HIS-N M8x M / HVU M12x HIS-N M10x M / HVU M16x125 5 HIS-N M12x M / HVU M20x170 5 HIS-N M16x M / HVU M24x210 5 HIS-N M20x HIS-RN A4 stainless steel M / 20 9 HVU M10x90 10 HIS-RN M8x M / HVU M12x HIS-RN M10x M / HVU M16x125 5 HIS-RN M12x M / HVU M20x170 5 HIS-RN M16x M / HVU M24x210 5 HIS-RN M20x Required tools Anchor TE adapter Package Square socket Package Setting tools Package Anchor description Order designation (pcs) Item no. Order designation (pcs) Item no. Order designation (pcs) Item no. HVU M10 + HIS-N / -RN M8 TE-C 1/2" Socket 13x1/2" (M8) HIS-S M HVU M12 + HIS-N / -RN M10 TE-C 1/2" Socket 17x1/2" (M10) HIS-S M HVU M16 + HIS-N / -RN M12 TE-C 1/2" Socket 19x1/2" (M12) HIS-S M HVU M20 + HIS-N / -RN M16 TE-FY 3/4" Socket 24x3/4" (M16) HIS-S M HVU M24 + HIS-N / -RN M20 TE-FY 3/4" Socket 30x3/4" (M20) HIS-S M Special Request 191 Customer Hotline: Hong Kong Macau (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) Hilti online: Page 14 Fen 2012

15 Anchoring Systems Cordless dispenser ED 3500-A Applications Injection of Hilti HIT adhesive mortar for fastening anchor rods and rebars in concrete, masonry and stone Advantages Specially designed for repetitive, heavy use even in difficult-to-reach locations Quicker and less tiring to use - for higher productivity Provides the power and efficiency of a pneumatic dispenser without need for a compressor Effortless injection even at low temperatures and in deep holes Low weight for maximum operating comfort Technical data Power source type Dispenser type Weight including batteries For use with Performance (at 20 C ; w/o extension) Battery capacity Dispensing force Model switch ED 3500-A 14.4 V / 2.6 Ah Li-ion battery Cordless electric dispenser 2.55 kg All Hilti foil packs 500 ml cartridge in 70 sec 330 ml cartridge in 45 sec Up to 80 cartridges (HIT RE500, 500 ml foil packs) Max N Off position / continuous feed / single stroke FLEET MANAGEMENT 7 Ordering Order designation Package content Item No. ED 3500-A cordless dispenser kit ED 3500-A cordless dispenser basic kit ED 3500-A cordless dispenser, safety goggles, round brushes (13, 18, 28 mm dia.), blow-out pump, foil pack holder (x2), operating instructions (ED 3500 and charger), supplied in a Hilti toolbox ED 3500-A cordless dispenser, safety goggles, foil pack holder (x1), operating instructions, supplied in a cardboard box Accessories ED 3500-A Order designation Item No. C4/36 ACS (230V) standard battery charger in a cardboard box with operating instruction and safety precautions B14 battery (2.6Ah Li-ion) in a cardboard box Special Request Customer Hotline: Hong Kong Macau (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) Hilti online: Page 15 Fen

16 Anchoring Systems HIT System Injection of Hilti HIT adhsive mortar for fastening anchor rods and rebars in concrete, masonry and stone. Ordering Order designation Package content Item No. Tool kit MD2500 (500ml) Case, dispenser, 2 foil pack holders, blow-out pump, brushes dia. 13, 18 & 28 mm and protective google Tool kit MD2000 (330ml) Case, dispenser, 2 foil pack holders, blow-out pump, brushes dia. 13, 18 & 28 mm and protective google MD2500 dispenser (500ml) Include 1 dispenser and 1 foil pack holder MD2000 dispenser (330ml) Include 1 dispenser and 1 foil pack holder Accessories HIT System Order designation Item No. Foil pack holder (500 ml) 3: Foil pack holder (330 ml) 3: Blow out pump Brush with grip dia 13mm HG Brush with grip dia 18mm HG Brush with grip dia 28mm HG Brush with GA dia 18mm* GA Brush with GA dia 28mm* GA Brush with GA dia 38mm* GA Brush with GA dia 50mm* GA Brush extension with GA* Brush adapter (middle section)* Overhead wedge HIT-OHW Overhead cup ( 8-20 mm) # Overhead cup ( 20 mm above) # # Rebar or thread rod diameter * GA= thread connection Special Request 181 Customer Hotline: Hong Kong Macau (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) Hilti online: Page 16 Fen 2012

17 Anchoring Systems Accessories For long embedment application HIT system Order designation Item No. HIT Protective goggles HIT-DL 20 Air nozzle (dia.20 mm) HIT-DL 25 Air nozzle (dia.24 mm) HIT-DL 32 Air nozzle (dia.32 mm) HIT-DRS Dust removal system TE-Y RBS Holder for brush extension TE-C RBS Holder for brush extension HIT-RBS 10/0.7 Bursh extension for round steel brush (0.7 m length) HIT-RB 20 Round steel brush (dia. 20 mm) HIT-RB 25 Round steel brush (dia. 25 mm) HIT-RB 30 Round steel brush (dia. 30 mm) HIT-RB 40 Round steel brush (dia. 40 mm) HIT-RB 47 Round steel brush (dia. 47 mm) HIT-VL K Coupler for injection extensions HIT-SZ 20 Piston Plug (dia. 20 mm) HIT-SZ 25 Piston Plug (dia. 25 mm) HIT-SZ 30 Piston Plug (dia. 30 mm) HIT-SZ 40 Piston Plug (dia. 40 mm) HIT-SZ 47 Piston Plug (dia. 47 mm) Special Request Customer Hotline: Hong Kong Macau (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) Hilti online: Page 17 Fen

18 Page 18 Fen 2012 Hilti HIT-HY 150 with HAS Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I (min. base material temperature -40 C, max. long term/short term base material temperature: +24 C/40 C) - Installation temperature range -5 C to +40 C Embedment depth a) and base material thickness for the basic loading data. Characteristic resistance, design resistance, recommended loads. Anchor size M8 M10 M12 M16 M20 M24 Typical embedment depth hef [mm] Base material thickness h [mm] a) The allowed range of embedment depth is shown in the setting details. The corresponding load values can be calculated according to the simplified design method. Characteristic resistance: non-cracked concrete C 20/25, anchor HAS Anchor size M8 M10 M12 M16 M20 M24 Tensile NRk HAS-E a) [kn] Shear VRk HAS-E a) [kn] Tensile NRk HAS-ER (A4) [kn] Shear VRk HAS-ER (A4) [kn] Design resistance: non-cracked concrete C 20/25, anchor HAS Anchor size M8 M10 M12 M16 M20 M24 Tensile NRk HAS-E a) [kn] Shear VRk HAS-E a) [kn] Tensile NRk HAS-ER (A4) [kn] Shear VRk HAS-ER (A4) [kn] Recommended loads b) : non-cracked concrete C 20/25, anchor / HAS Anchor size M8 M10 M12 M16 M20 M24 Tensile NRk HAS-E a) [kn] Shear VRk HAS-E a) [kn] ,7 Tensile NRk HAS-ER (A4) [kn] Shear VRk HAS-ER (A4) [kn] a) The standard delivery program for HAS-E anchor rod: Grade 5.8 for HAS-E M8-M24. b) With overall global safety factor = 3. The recommended loads vary according to the safety factor requirement from national regulations. 2 / Hilti HIT-HY 150 with HAS Hilti HIT-HY 150 with HIT-V / HAS-(E) / HAS-(E)R Injection mortar system Benefits Hilti HIT-HY ml foil pack (also available as 500 ml and 1400 ml foil pack) Static mixer HAS-E rods HAS-E-R rods HIT-V rods HIT-V-R rods HIT-V-HCR rods - suitable for non-cracked concrete - suitable for dry and water saturated concrete - high loading capacity - rapid curing - small edge distance and anchor spacing possible - large diameter applications - high corrosion resistant - in service temperature range up to 120 C short term/72 C long term - manual cleaning for anchor size M8 to M16 and embedment depth hef 10d - embedment depth range M8: 60 to 160 mm M30: 120 to 600 mm Concrete Small edge distance and spacing Variable embedment depth Fire resistance Corrosion resistance High corrosion resistance European Technical Approval CE conformity Hilti anchor design software Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval a) DIBt, Berlin ETA-05/0051 / Fire test report MFPA Braunschweig UB 3027 / / Assessment report (fire) warringtonfire WF / a) All data given in this section according ETA-05/0051 issue / 2011

19 Page 19 Fen 2012 Hilti HIT-HY 150 with HAS Material quality Part Material Threaded rod HIT-V(F), HAS 5.8: M8 M24 Threaded rod HIT-V-R, HAS-R Threaded rod HIT-V-HCR, HAS-HCR Washer ISO 7089 Nut EN ISO 4032 Strength class 5.8, EN ISO 898-1, A5 > 8% ductile steel galvanized 5 μm, EN ISO 4042 (F) hot dipped galvanized 45 μm, EN ISO Stainless steel grade A4, A5 > 8% ductile strength class 70 for M24 and class 50 for M27 to M30, EN ISO , EN 10088: ; ; ; ; ; High corrosion resistant steel, EN ISO , EN 10088: ; strength M20: Rm = 800 N/mm², Rp 0.2 = 640 N/mm², A5 > 8% ductile M24: Rm = 700 N/mm², Rp 0.2 = 400 N/mm², A5 > 8% ductile Steel galvanized, EN ISO 4042; hot dipped galvanized, EN ISO Stainless steel, EN 10088: ; ; ; ; ; High corrosion resistant steel, EN 10088: ; Strength class 8, ISO steel galvanized 5 μm, EN ISO 4042 hot dipped galvanized 45 μm, EN ISO Strength class 70, EN ISO , stainless steel grade A4, EN 10088: ; ; ; ; ; Strength class 70, EN ISO , high corrosion resistant steel, EN 10088: ; Anchor dimensions Anchor size M8 M10 M12 M16 M20 M24 Anchor rod HAS, HAS-R, HAS-HCR HAS-E, HAS-E-R Embedment depth hef [mm] Anchor rod HIT-V, HIT-V-R, HIT-V-HCR Anchor rods HIT-V (-R / -HCR) are available in variable length Setting installation equipment Anchor size M8 M10 M12 M16 M20 M24 Rotary hammer TE 2 TE 16 TE 40 TE 70 Other tools compressed air gun or blow out pump, set of cleaning brushes, dispenser 2 / M8x80 M10x90 M12x110 M16x125 M20x170 M24x210 Hilti HIT-HY 150 with HAS Service temperature range Hilti HIT-HY 150 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Base material temperature Maximum long term base material temperature Maximum short term base material temperature Temperature range I -40 C to +40 C +24 C +40 C Temperature range II -40 C to +80 C +50 C +80 C Temperature range III -40 C to +120 C +72 C +120 C Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Materials Mechanical properties of HIT-V / HAS Anchor size M8 M10 M12 M16 M20 M24 Nominal tensile strength fuk Yield strength fyk Stressed cross-section As Moment of resistance W HIT-V/HAS 5.8 [N/mm²] HIT-V/HAS 8.8 [N/mm²] HIT-V/HAS -R [N/mm²] HIT-V/HAS -HCR [N/mm²] HIT-V/HAS 5.8 [N/mm²] HIT-V/HAS 8.8 [N/mm²] HIT-V/HAS -R [N/mm²] HIT-V/HAS -HCR [N/mm²] HAS [mm²] 32,8 52,3 76, HIT-V [mm²] 36,6 58,0 84, HAS [mm³] 27,0 54,1 93, HIT-V [mm³] 31,2 62, / 2011

20 Page 20 Fen 2012 Hilti HIT-HY 150 with HAS Working time, Curing time Temperature of the base material TBM Working time tgel Curing time -5 C TBM 0 C 90 min 9 h 0 C TBM 5 C 45 min 4,5 h 5 C TBM 10 C 20 min 2 h tcure a) 10 C TBM 20 C 6 min 90 min 20 C TBM 30 C 4 min 50 min 30 C TBM 40 C 2 min 40 min a) The curing time data are valid for dry anchorage base only. For water saturated anchorage bases the curing times must be doubled. Setting details Fixture Thickness tfix 2 / d 0 Marking of the embedment depth df Bore hole depth h0 = anchorage depth hef Thickness of concrete member h Hilti HIT-HY 150 with HAS Setting instruction Dry and water-saturated concrete, hammer drilling a) b) a) Note: Manual cleaning for element sizes d 16mm and embedment depth hef 10 d only! b) Note: Extension and piston plug needed for overhead installation and/or embedment depth > 250mm! For detailed information on installation see instruction for use given with the package of the product. Note: Diamond cored hole is not suitable for Hilti HY-150, please use Hilti RE / 2011

21 Page 21 Fen 2012 Hilti HIT-HY 150 with HAS Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-05/0051, issue Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors. (The method may also be applied for anchor groups with more than two anchors or more than one edge distance. The influencing factors must then be considered for each edge distance and spacing. The calculated design loads are then on the save side: They will be lower than the exact values according ETAG 001, TR 029. To avoid this, it is recommended to use the anchor design software PROFIS anchor) The design method is based on the following simplification: No different loads are acting on individual anchors (no eccentricity) The values are valid for one anchor. For more complex fastening applications please use the anchor design software PROFIS Anchor. Tension loading The design tensile resistance is the lower value of - Steel resistance: NRd,s - Combined pull-out and concrete cone resistance: NRd,p = N 0 Rd,p fb,p f1,n f2,n f3,n fh,p fre,n - Concrete cone resistance: NRd,c = N 0 Rd,c fb f1,n f2,n f3,n fh,n fre,n - Concrete splitting resistance (only non-cracked concrete): NRd,sp = N 0 Rd,c fb f1,sp f2,sp f3,sp fh,n fre,n Basic design tensile resistance Design steel resistance NRd,s Ms 1.5 Anchor size M8 M10 M12 M16 M20 M24 NRd,s HAS 5.8 [kn] 11,3 17,3 25,3 48,0 74,7 106,7 HIT-V 5.8 [kn] 12,0 19,3 28,0 52,7 82,0 118,0 HIT-V 8.8 [kn] 19,3 30,7 44,7 84,0 130,7 188,0 HAS (-E)-R [kn] 12,3 19,8 28,3 54,0 84,0 119,8 HIT-V-R [kn] 13,9 21,9 31,6 58,8 92,0 132,1 HAS (-E)-HCR [kn] 18,0 28,0 40,7 76,7 120,0 106,7 HIT-V-HCR [kn] 19,3 30,7 44,7 84,0 130,7 117,6 2 / Hilti HIT-HY 150 with HAS Setting details Anchor size M8 M10 M12 M16 M20 M24 Nominal diameter of drill bit Effective embedment and drill hole depth range a) for HIT-V Effective anchorage and drill hole depth for HAS Minimum base material thickness Diameter of clearance hole in the fixture d0 [mm] hef,min [mm] hef,max [mm] hef [mm] hmin [mm] hef + 30 mm 100 mm df [mm] 9 hef + 2 d b) Torque moment Tmax [Nm] Minimum spacing smin [mm] Minimum edge distance cmin [mm] Critical spacing for splitting failure scr,sp [mm] 2 ccr,sp 1,0 hef for h / hef 2,0 Critical edge distance for splitting failure c) c cr,sp [mm] 4,6 hef - 1,8 h for 2,0 > h / hef > 1,3: 2,26 hef for h / hef 1,3: Critical spacing for concrete cone failure scr,n [mm] 2 ccr,n Critical edge distance for concrete cone failure d) c cr,n [mm] 1,5 hef For spacing (or edge distance) smaller than critical spacing (or critical edge distance) the design loads have to be reduced. a) Embedment depth range: hef,min hef hef,max b) Maximum recommended torque moment to avoid splitting failure during installation with minimum spacing and/or edge distance. c) h: base material thickness (h hmin), hef: embedment depth d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side / 2011

22 Page 22 Fen 2012 Hilti HIT-HY 150 with HAS a) The anchor spacing shall not be smaller than the minimum anchor spacing smin. This influencing factor must be considered for every anchor spacing. Influence of embedment depth on concrete cone resistance fh,n = (hef/hef,typ) 1,5 Influence of reinforcement hef [mm] fre,n = 0,5 + hef/200mm 1 0,7 a) a) a) a) a) a) 0,75 0,8 0,85 0,9 0,95 1 a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a spacing 150 mm (any diameter) or with a diameter 10 mm and a spacing 100 mm, then a factor fre,n = 1 may be applied. Shear loading The design shear resistance is the lower value of - Steel resistance: VRd,s - Concrete pryout resistance: VRd,cp = k lower value of NRd,p and NRd,c - Concrete edge resistance: VRd,c = V 0 Rd,c fb fß f h f4 f hef fc Basic design shear resistance Design steel resistance VRd,s Ms = Vary according to ETA Anchor size M8 M10 M12 M16 M20 M24 VRd,s HAS 5.8 [kn] 6,8 10,4 15,2 28,8 44,8 64,0 HIT-V 5.8 [kn] 7,2 12,0 16,8 31,2 48,8 70,4 HIT-V 8.8 [kn] 12,0 18,4 27,2 50,4 78,4 112,8 HAS (-E)-R [kn] 7,7 12,2 17,3 32,7 50,6 71,8 HIT-V-R [kn] 8,3 12,8 19,2 35,3 55,1 79,5 HAS (-E)-HCR [kn] 10,4 16,8 24,8 46,4 72,0 64,0 HIT-V-HCR [kn] 12,0 18,4 27,2 50,4 78,4 70,9 Design concrete pryout resistance VRd,cp = lower value a) of k NRd,p and k NRd,c k = 2 for hef 60 mm a) NRd,p: Design combined pull-out and concrete cone resistance NRd,c: Design concrete cone resistance Design concrete edge resistance VRd,c = V 0 Rd,c fb fß f h f4 f hef fc Mc = 1.5 Anchor size M8 M10 M12 M16 M20 M24 Non-cracked concrete V 0 Rd,c [kn] 5,9 8,6 11,6 18,7 27,0 36,6 2 / Hilti HIT-HY 150 with HAS Design combined pull-out and concrete cone resistance NRd,p = N 0 Rd,p fb,p f1,n f2,n f3,n fh,p fre,n Mp 1.5 Anchor size M8 M10 M12 M16 M20 M24 Typical embedment depth hef =hef,typ [mm] N 0 Rd,p Temperature range I [kn] 14,7 17,3 25,3 26,9 43,2 60,3 N 0 Rd,p Temperature range II [kn] 10,1 11,8 17,3 18,0 28,0 37,7 N 0 Rd,p Temperature range III [kn] 8,7 10,2 15,0 15,0 25,4 33,9 Design concrete cone resistance NRd,c = N 0 Rd,c fb f1,n f2,n f3,n fh,n fre,n Design splitting resistance NRd,sp = N 0 Rd,c fb f1,sp f2,sp f3,sp f h,n fre,n Mc 1.5 Anchor size M8 M10 M12 M16 M20 M24 N 0 Rd,c [kn] 24,1 24,0 32,4 33,6 53,3 73,2 Influencing factors Influence of concrete strength on combined pull-out and concrete cone resistance Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 fb,p = (fck,cube/25n/mm²) 0,15 a) b) 1,00 1,03 1,06 1,09 1,11 1,13 1,14 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length b) For design data of fck,cube = 15 and 20, please contact Hilti technical advisory service Influence of embedment depth on combined pull-out and concrete cone resistance fh,p = hef/hef,typ Influence of concrete strength on concrete cone resistance Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 fb = (fck,cube/25n/mm²) 0,5 a) b) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length b) For design data of fck,cube = 15 and 20, please contact Hilti technical advisory service Influence of edge distance a) c/ccr,n c/ccr,sp 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 f1,n = 0,7 + 0,3 c/ccr,n 1 f1,sp = 0,7 + 0,3 c/ccr,sp 1 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1 f2,n = 0,5 (1 + c/ccr,n) 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f2,sp = 0,5 (1 + c/ccr,sp) 1 a) The edge distance shall not be smaller than the minimum edge distance cmin. These influencing factors must be considered for every edge distance smaller than the critical edge distance. Influence of anchor spacing a) s/scr,n s/scr,sp 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 f3,n = 0,5 (1 + s/scr,n) 1 f3,sp = 0,5 (1 + s/scr,sp) ,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0, / 2011

23 Page 23 Fen 2012 Hilti HIT-HY 150 with HAS Influence of embedment depth hef/d 4 4, f hef = 0,05 (hef / d) 1,68 0,51 0,63 0,75 1,01 1,31 1,64 2,00 2,39 2,81 hef/d f hef = 0,05 (hef / d) 1,68 3,25 3,72 4,21 4,73 5,27 5,84 6,42 7,04 7,67 Influence of edge distance a) c/d fc = (d / c) 0,19 0,77 0,71 0,67 0,65 0,60 0,57 0,52 0,50 a) The edge distance shall not be smaller than the minimum edge distance cmin. Combined tension and shear loading For combined tension and shear loading see section Anchor Design. 2 / Hilti HIT-HY 150 with HAS Influencing factors Influence of concrete strength Concrete strength designation (ENV 206) fb = (fck,cube/25n/mm²) 1/2 a) 1 1,1 C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 1,22 1,34 1,41 1,48 1,55 a) f ck,cube = concrete compressive strength, measured on cubes with 150 mm side length b) For design data of fck,cube = 15 and 20, please contact Hilti technical advisory service Influence of angle between load applied and the direction perpendicular to the free edge Angle ß f 1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50 Influence of base material thickness h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 1,5 f h = {h/(1,5 c)} 1/2 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00 Influence of anchor spacing and edge distance a) for concrete edge resistance: f4 f4 = (c/hef) 1,5 (1 + s / [3 c]) 0,5 c/hef Single anchor Group of two anchors s/hef 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25 0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31 5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85 a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing smin and the minimum edge distance cmin / 2011

24 Page 24 Fen 2012 Hilti HIT-HY 150 with HIS-(R)N Embedment depth and base material thickness for the basic loading data. Characteristic resistance, design resistance, recommended loads. Characteristic resistance: non-cracked concrete C 20/25, anchor HIS-N Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Tensile NRk HIS-N [kn] 25,0 40,0 60,0 111,9 109,0 Shear VRk HIS-N [kn] 13,0 23,0 39,0 59,0 55,0 Tensile NRk HIS-RN (A4) [kn] 26,0 40,0 59,0 110,0 140,0 Shear VRk HIS-RN (A4) [kn] 13,0 20,0 30,0 55,0 83,0 Design resistance: non-cracked concrete C 20/25, anchor HIS-N Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Tensile NRd HIS-N [kn] 17,5 Shear VRd HIS-N [kn] 10,4 Tensile NRk HIS-RN (A4) [kn] 13,9 26,7 40,0 62,2 74,1 18,4 26,0 39,3 36,7 21,4 31,6 58,8 69,2 Shear VRk HIS-RN (A4) [kn] 8,3 12,8 19,2 35,3 41,5 Recommended loads a) : non-cracked concrete C 20/25, anchor HIS-N Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Tensile Nrec HIS-N [kn] 8,3 13,3 20,0 39,7 36,3 Shear Vrec HIS-N [kn] 4,3 7,7 13,0 19,7 18,3 Tensile NRk HIS-RN (A4) [kn] 8,7 13,3 19,7 36,7 46,7 Shear VRk HIS-RN (A4) [kn] 4,3 6,7 10,0 18,3 27,7 a) With overall global safety factor = 3. The recommended loads vary according to the safety factor requirement from national regulations. Service temperature range Hilti HIT-HY 150 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Base material temperature Maximum long term base material temperature Maximum short term base material temperature Temperature range I -40 C to +40 C +24 C +40 C Temperature range II -40 C to +80 C +50 C +80 C Temperature range III -40 C to +120 C +72 C +120 C Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. 2 / Hilti HIT-HY 150 with HIS-(R)N Hilti HIT-HY 150 with HIS-(R)N Injection mortar system Benefits Hilti HIT-HY ml foil pack (also available as 500 ml and 1400 ml foil pack) Static mixer - suitable for non-cracked concrete - suitable for dry and water saturated concrete - high loading capacity - rapid curing - small edge distance and anchor spacing possible - corrosion resistant - in service temperature range up to 120 C short term/72 C long term Internal threaded sleeve HIS-N HIS-RN Concrete Small edge distance and spacing Corrosion resistance European Technical Approval CE conformity Hilti anchor design software Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval a) DIBt, Berlin ETA-05/0051 / a) All data given in this section according ETA-05/0051 issue Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I (min. base material temperature -40 C, max. long term/short term base material temperature: +24 C/40 C) - Installation temperature range -5 C to +40 C / 2011

25 Page 25 Fen 2012 Hilti HIT-HY 150 with HIS-(R)N Setting instruction Dry and water-saturated concrete, hammer drilling a) b) a) Note: Manual cleaning for HIS-(R)N M8 and HIS-(R)N M10 only! b) Note: Extension and piston plug needed for overhead installation! For detailed information on installation see instruction for use given with the package of the product. Note: Diamond cored hole is not suitable for Hilti HY-150, please use Hilti RE / Hilti HIT-HY 150 with HIS-(R)N Materials Mechanical properties of HIS-(R)N Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Nominal tensile strength fuk Yield strength fyk Stressed crosssection As HIS-N [N/mm²] Screw 8.8 [N/mm²] HIS-RN [N/mm²] Screw A4-70 [N/mm²] HIS-N [N/mm²] Screw 8.8 [N/mm²] HIS-RN [N/mm²] Screw A4-70 [N/mm²] HIS-(R)N [mm²] 51,5 108,0 169,1 256,1 237,6 Screw [mm²] 36, , resistance W Moment of Screw [mm³] 31,2 62, HIS-(R)N [mm³] Material quality Part Material Internal threaded sleeve a) C-steel , EN HIS-N Steel galvanized 5 m EN ISO 4042 Internal threaded sleeve a) HIS-RN Stainless steel and EN a) related fastening screw: strength class 8.8 EN ISO 898-1, A5 > 8% Ductile steel galvanized 5 m EN ISO 4042 b) related fastening screw: strength class 70 EN ISO , A5 > 8% Ductile stainless steel ; ; ; ; ; EN Anchor dimensions Anchor size Internal threaded sleeve HIS-N / HIS-RN M8x90 M10x110 M12x125 M16x170 M20x205 Embedment depth hef [mm] Setting installation equipment Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Rotary hammer TE 2 TE 16 TE 40 TE 70 Other tools compressed air gun or blow out pump, set of cleaning brushes, dispenser / 2011

26 Page 26 Fen 2012 Hilti HIT-HY 150 with HIS-(R)N Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Nominal diameter of d0 [mm] drill bit Diameter of element d [mm] 12,5 16,5 20,5 25,4 27,6 Effective anchorage and drill hole depth Minimum base material thickness Diameter of clearance hole in the fixture Thread engagement length; min - max hef [mm] hmin [mm] df [mm] hs [mm] Torque moment a) Tmax [Nm] Minimum spacing smin [mm] Minimum edge distance Critical spacing for splitting failure cmin [mm] 40 scr,sp [mm] 2 ccr,sp ,0 hef for h / hef 2,0 Critical edge distance for splitting failure b) c cr,sp [mm] 4,6 hef - 1,8 h for 2,0 > h / hef > 1,3: 2,26 hef for h / hef 1,3: Critical spacing for concrete cone failure scr,n [mm] 2 ccr,n Critical edge distance for concrete cone failure c) ccr,n [mm] 1,5 hef For spacing (or edge distance) smaller than critical spacing (or critical edge distance) the design loads have to be reduced. a) Maximum recommended torque moment to avoid splitting failure during installation with minimum spacing and/or edge distance. b) h: base material thickness (h hmin), hef: embedment depth c) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side. 2 / Hilti HIT-HY 150 with HIS-(R)N Working time, Curing time Temperature of the base material TBM Working time tgel Curing time -5 C TBM 0 C 90 min 9 h 0 C TBM 5 C 45 min 4,5 h 5 C TBM 10 C 20 min 2 h tcure a) 10 C TBM 20 C 6 min 90 min 20 C TBM 30 C 4 min 50 min 30 C TBM 40 C 2 min 40 min a) The curing time data are valid for dry anchorage base only. For water saturated anchorage bases the curing times must be doubled. Setting details / 2011 d 0 d f hs Bore hole depth h0 = Embedment depth hef d

27 Page 27 Fen 2012 Hilti HIT-HY 150 with HIS-(R)N Design concrete cone resistance NRd,c = N 0 Rd,c fb f1,n f2,n f3,n fh,n fre,n Design splitting resistance NRd,sp = N 0 Rd,c fb f1,sp f2,sp f3,sp f h,n fre,n Mc 1.5 Anchor size M8 M10 M12 M16 M20 N 0 Rd,c [kn] 28,7 38,8 47,1 62,2 82,3 Influencing factors Influence of concrete strength on combined pull-out and concrete cone resistance Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 fb,p = (fck,cube/25n/mm²) 0,15 a) 1,00 1,03 1,06 1,09 1,11 1,13 1,14 a) f ck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of embedment depth on combined pull-out and concrete cone resistance fh,p = 1 Influence of concrete strength on concrete cone resistance Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 fb = (fck,cube/25n/mm²) 0,5 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length b) For design data of fck,cube = 15 and 20, please contact Hilti technical advisory service Influence of edge distance a) c/ccr,n c/ccr,sp 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 f1,n = 0,7 + 0,3 c/ccr,n 1 f1,sp = 0,7 + 0,3 c/ccr,sp 1 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1 f2,n = 0,5 (1 + c/ccr,n) 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f2,sp = 0,5 (1 + c/ccr,sp) 1 a) The edge distance shall not be smaller than the minimum edge distance cmin. These influencing factors must be considered for every edge distance smaller than the critical edge distance. Influence of anchor spacing a) s/scr,n s/scr,sp 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 f3,n = 0,5 (1 + s/scr,n) 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f3,sp = 0,5 (1 + s/scr,sp) 1 a) The anchor spacing shall not be smaller than the minimum anchor spacing smin. This influencing factor must be considered for every anchor spacing. Influence of embedment depth on concrete cone resistance fh,n = 1 2 / Hilti HIT-HY 150 with HIS-(R)N Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-05/0051, issue Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors. (The method may also be applied for anchor groups with more than two anchors or more than one edge distance. The influencing factors must then be considered for each edge distance and spacing. The calculated design loads are then on the save side: They will be lower than the exact values according ETAG 001, TR 029. To avoid this, it is recommended to use the anchor design software PROFIS anchor) The design method is based on the following simplification: No different loads are acting on individual anchors (no eccentricity) The values are valid for one anchor. For more complex fastening applications please use the anchor design software PROFIS Anchor. Tension loading The design tensile resistance is the lower value of - Steel resistance: NRd,s - Combined pull-out and concrete cone resistance: NRd,p = N 0 Rd,p fb,p f1,n f2,n f3,n fh,p fre,n - Concrete cone resistance: NRd,c = N 0 Rd,c fb f1,n f2,n f3,n fh,n fre,n - Concrete splitting resistance (only non-cracked concrete): NRd,sp = N 0 Rd,c fb f1,sp f2,sp f3,sp fh,n fre,n Basic design tensile resistance Design steel resistance NRd,s Ms 1.43 Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 NRd,s HIS-N [kn] 17,5 30,7 44,7 80,3 74,1 HIS-RN [kn] 13,9 21,9 31,6 58,8 69,2 Design combined pull-out and concrete cone resistance NRd,p = N 0 Rd,p fb,p f1,n f2,n f3,n fh,p fre,n Mp 1.5 Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 Embedment depth hef [mm] N 0 Rd,p Temperature range I [kn] 23,3 26,7 40,0 63,9 77,8 N 0 Rd,p Temperature range II [kn] 13,3 20,0 26,7 41,7 52,8 N 0 Rd,p Temperature range III [kn] 10,7 13,3 20,0 27,8 33, / 2011

28 Page 28 Fen 2012 Hilti HIT-HY 150 with HIS-(R)N Influence of angle between load applied and the direction perpendicular to the free edge Angle ß f 1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50 Influence of base material thickness h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 1,5 f h = {h/(1,5 c)} 1/2 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00 Influence of anchor spacing and edge distance a) for concrete edge resistance: f4 f4 = (c/hef) 1,5 (1 + s / [3 c]) 0,5 c/hef Single anchor Group of two anchors s/hef 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25 0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31 5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85 a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing smin and the minimum edge distance cmin. Influence of embedment depth Anchor size M8 M10 M12 M16 M20 f hef = 1,38 1,21 1,04 1,22 1,45 Influence of edge distance a) c/d fc = (d / c) 0,19 0,77 0,71 0,67 0,65 0,60 0,57 0,52 0,50 a) The edge distance shall not be smaller than the minimum edge distance cmin. Combined tension and shear loading For combined tension and shear loading see section Anchor Design. 2 / Hilti HIT-HY 150 with HIS-(R)N Influence of reinforcement hef [mm] fre,n = 0,5 + hef/200mm 1 0,7 a) 0,75 a) 0,8 a) 0,85 a) 0,9 a) 0,95 a) a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a spacing 150 mm (any diameter) or with a diameter 10 mm and a spacing 100 mm, then a factor fre,n = 1 may be applied. 1 Shear loading The design shear resistance is the lower value of - Steel resistance: VRd,s - Concrete pryout resistance: VRd,cp = k lower value of NRd,p and NRd,c - Concrete edge resistance: VRd,c = V 0 Rd,c fb fß f h f4 f hef fc Basic design shear resistance Design steel resistance VRd,s Ms = Vary according to ETA Anchor size M8x90 M10x110 M12x125 M16x170 M20x205 VRd,s HIS-N [kn] 10,4 18,4 26,0 39,3 36,7 HIS-RN [kn] 8,3 12,8 19,2 35,3 41,5 Design concrete pryout resistance VRd,cp = lower value a) of k NRd,p and k NRd,c k = 2 for hef 60 mm a) NRd,p: Design combined pull-out and concrete cone resistance NRd,c: Design concrete cone resistance Design concrete edge resistance VRd,c = V 0 Rd,c fb fß f h f4 f hef fc Mc = 1.5 Anchor size M8 M10 M12 M16 M20 Non-cracked concrete V 0 Rd,c [kn] 12,4 19,6 28,2 40,2 46,2 Influencing factors Influence of concrete strength Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 fb = (fck,cube/25n/mm²) 1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length b) For design data of fck,cube = 15 and 20, please contact Hilti technical advisory service / 2011

29 Anchor Technology Setting Operation Hilti Injection Technique HIT HY150 + HAS-E, HAS-ER, HIT-V Material : Anchor rod : HAS-E, HAS-ER, HIT-V Mortar cartridge : HIT HY150 (500ml packing) Dispenser : HIT MD2500, HIT P3500F, Reference : Hilti Fastening Technical Manual or Product Catalogue Setting Operation: 1. Drill the hole with dimension according to the installation details. 2. Clean the drilled hole thoroughly by using the tool kit (blow-pump & brushes). The hole should be free from water, or otherwise, the ultimate load will be reduced. 3. Open the cartridge cap, insert it into the holder and screw the mixer on it. 4. Put the cartridge into the dispenser. Page 29 Fen 2012

30 5. Throw away (must) first 3 trigger pulls. Release dispenser to stop the grout flowing. Anchor Technology Setting Operation 6. Insert the mixer head to the bottom of the hole and inject the mortar from bottom to the top of the hole. (Approx. 2/3 of the hole depth). 7. Insert the anchor rod slowly by turning it into the mortar up to the required depth. 8. Fix the workpiece after the grout is cured. Base material temperature Working time or gel time Curing time ( C) t work /t gel t cure -5 90min 6h 0 45min 3h 5 25min 1.5h 20 6min 50min 30 4min 40min 40 2min 30min Page 30 Fen 2012

31 Anchor Technology Setting Operation Hilti Injection Technique HIT HY150 + HIS-N, HIS-RN Material : Anchor rod : HIS-N, HIS-RN Mortar cartridge : HIT HY150 (500ml packing) Dispenser : HIT MD2500, HIT P3500F, Reference : Hilti Fastening Technical Manual or Product Catalogue Setting Operation: 1. Drill the hole with dimension according to the installation details. 2. Clean the drilled hole thoroughly by using the tool kit (blow-pump & brushes). The hole should be free from water, or otherwise, the ultimate load will be reduced. 3. Open the cartridge cap, insert it into the holder and screw the mixer on it. 4. Put the cartridge into the dispenser. Page 31 Fen 2012

32 5. Throw away (must) first 3 trigger pulls. Release dispenser to stop the grout flowing. Anchor Technology Setting Operation 6. Insert the mixer head to the bottom of the hole and inject the mortar from bottom to the top of the hole. (Approx. 2/3 of the hole depth). 7. Insert the anchor sleeve (HIS-N, HIS-RN) slowly by turning it into the mortar up to the required depth Fix the workpiece after the grout is cured. Base material temperature Working time or gel time Curing time ( C) t work /t gel t cure -5 90min 6h 0 45min 3h 5 25min 1.5h 20 6min 50min 30 4min 40min 40 2min 30min Page 32 Fen 2012