Hilti HIT-HY150 Injection Adhesive with HAS … folder Customer Hotline Hong Kong 8228 8118 Macau...
65
Submission folder Customer Hotline Customer Hotline Hong Kong 8228 8118 Macau (Toll free) 00800- 8228 8118 Hilti HIT-HY150 Injection Adhesive with HAS-E/ER/EF/HCR and HIS-N/RN Sample Submission and 2 - 9 Approval Form Product Information 10 -17 Technical Information - HY150 + HAS/E/ER/EF/HCR 18 - 23 - HY150 + HIS-N/RN 24 - 28 Method Statement - HY150 + HAS/E/ER/EF/HCR 29 - 30 - HY150 + HIS-N/RN 31 - 32 Test Reports according to BS5080 - HY150 + HAS Anchor Rod 33 - 44 Government Letter 45 - 46 Country of Origin 47 - 49 Material Safety Data Sheet 50 - 55 Job Reference 56 - 65 Page 1 Fen 2012
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Transcript of Hilti HIT-HY150 Injection Adhesive with HAS … folder Customer Hotline Hong Kong 8228 8118 Macau...
Submission folder
Customer Hotline Customer Hotline Hong Kong 8228 8118Macau (Toll free) 00800- 8228 8118
Hilti HIT-HY150 Injection Adhesive with HAS-E/ER/EF/HCR and HIS-N/RN
Sample Submission and 2 - 9Approval Form
Product Information 10 - 17
Technical Information- HY150 + HAS/E/ER/EF/HCR 18 - 23- HY150 + HIS-N/RN 24 - 28
Method Statement- HY150 + HAS/E/ER/EF/HCR 29 - 30- HY150 + HIS-N/RN 31 - 32
Test Reports according to BS5080- HY150 + HAS Anchor Rod 33 - 44
Government Letter 45 - 46
Country of Origin 47 - 49
Material Safety Data Sheet 50 - 55
Job Reference 56 - 65
Page 1 Fen 2012
Page 1 of 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 Submitted Sample (State details against each item)
a. Brand Not specified Hilti b. Country of Origin Not specified Germany c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein.
d. Factory’s Name & Address(es) Not specified Hilti Gmbh Ind. Ges. F. Befestigungstechnik Hiltistrasse 6, D-86916 Kaufering, Germany. e. Supplier (with Applicator, if any) Not specified Hilti (Hong Kong) Ltd
Page 2 Fen 2012
Page 2 of 2
f. Appearance Not specified According to the sample submitted
g. Color + Not specified Grey
h. Specification Not specified Attached
i. Manufacturer’s Catalogue Not specified Attached
j. Test Report (Original/Certificated True Copy) Not specified Attached
k. Previous Job Reference Not specified Attached
l. Supplementary Information Not specified 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 3 Fen 2012
Page 1 of 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 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 Submitted Sample (State details against each item)
a. Brand Not specified Hilti b. Country of Origin Not specified Republic of China c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein.
d. Factory’s Name & Address(es)
Not specified Hilti (China Zhangjiang) Co. Ltd., Yongping Road South, Zhangjiang Development Zone, 524022 Zhangjiang, Guangdong Province, China.
e. Supplier (with Applicator, if any)
Page 4 Fen 2012
Page 2 of 2
Not specified Hilti (Hong Kong) Ltd
f. Appearance Not specified According to the sample submitted
g. Color + Not specified Nil
h. Specification Not specified Attached
i. Manufacturer’s Catalogue Not specified Attached
j. Test Report (Original/Certificated True Copy) Not specified Attached
k. Previous Job Reference Not specified Attached
l. Supplementary Information Not specified 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 5 Fen 2012
Page 1 of 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 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 Submitted Sample (State details against each item)
a. Brand Not specified Hilti b. Country of Origin Not specified Hungary c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein.
d. Factory’s Name & Address(es) Not specified Hilti Werkzeug Gmbh., Kecskemet / Szt. Istvan 17,
Hungary. e. Supplier (with Applicator, if any) Not specified Hilti (Hong Kong) Ltd
Page 6 Fen 2012
Page 2 of 2
f. Appearance Not specified According to the sample submitted
g. Color + Not specified Nil
h. Specification Not specified Attached
i. Manufacturer’s Catalogue Not specified Attached
j. Test Report (Original/Certificated True Copy) Not specified Attached
k. Previous Job Reference Not specified Attached
l. Supplementary Information Not specified 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 7 Fen 2012
Page 1 of 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 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 Submitted Sample (State details against each item)
a. Brand Not specified Hilti b. Country of Origin Not specified Germany c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein.
d. Factory’s Name & Address(es) Not specified Hilti Gmbh. Ind. Ges. F. Befestigungstechnik, Hiltistrasse
6, D-86916 Kaufering, Germany. e. Supplier (with Applicator, if any) Not specified Hilti (Hong Kong) Ltd
Page 8 Fen 2012
Page 2 of 2
f. Appearance Not specified According to the sample submitted
g. Color + Not specified Nil
h. Specification Not specified Attached
i. Manufacturer’s Catalogue Not specified Attached
j. Test Report (Original/Certificated True Copy) Not specified Attached
k. Previous Job Reference Not specified Attached
l. Supplementary Information Not specified 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 9 Fen 2012
Anchoring Systems
178Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
7
Injection adhesiveHIT-HY 150
Approvals: (Rebar)
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
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)
Installation procedures
OrderingOrder designation Content (ml) Package (pcs) Including Item No.
FOIL PACK RE HIT-HY 150 / 500 / 2 500 20 2 Mixers 00338973
FOIL PACK RE HIT-HY 150 / 330 / 2 330 20 2 Mixers 00315959
HIT-M mixer - 100 - 00068156
Inject the mortar from bottom to the top of the hole. (Approx. 2/3 of the hole depth).
9
Fix the work piece after the grout is cured.
11 12
Insert the anchor rod slowly by turning it into the mortar up to the required depth.
10
Drill the hole. Clean the drilled hole.
2 3
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.
87
Open the cartridge cap, insert it into the holder and screw the mixer on it.
4 5
Put the cartridge into the dispenser.
6
3x/2x
Page 10 Fen 2012
Anchoring Systems
179 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
hnom
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df
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Anchor rodHIT-HY 150 with HAS-E / HIT-V
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)
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 150 + HAS-E / -EF / HIT-V
Tensile Load, Nrec 5.7 8.7 12.7 18.8 30.3 42.2
Shear Load, Vrec 2.8 4.3 6.3 12.0 18.7 26.7
HIT-HY 150 +HAS-ER / -HCR / HIT-V-R
Tensile Load, Nrec 7.7 12.3 17.7 18.8 30.3 42.2
Shear Load, Vrec 4.0 6.3 9.0 17.0 26.3 37.3
Remarks:1) All the data applies to no edge distance, spacing and other influences 2) For detail design method, please refer to Fastening Technology Manual3) HAS-HCR anchor rod are only up to M24 only
Anchor sleeve HIT-HY 150 with HIS-N
MaterialsCarbon steel galvanized at least 5µm (M8-M20)A4-70 stainless steel (M8-M20)
Technical data Recommended load (kN), non-cracked concrete at 25N/mm², safety factor(�)=3
Model Size M8 M10 M12 M16 M20
HIT-HY 150 + HIS-NTensile Load, Nrec 8.3 13.3 20.0 39.7 36.3
Shear Load, Vrec 4.3 7.7 13.0 19.7 18.3
HIT-HY 150 + HIS-RNTensile Load, Nrec 8.7 13.3 19.7 36.7 46.7
Shear Load, Vrec 4.3 6.7 10.0 18.3 27.7
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
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Anchor rod HAS-E Anchor rod HIT-V page 189 page 186
Anchor sleeve HIS-N page 191
Page 11 Fen 2012
Anchoring Systems
189 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
HAS-E ProgrammeHAS-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)
M8 10 85 80 15 14 9 13 HVU M8x80 20 HAS-E M8x80/14 00332219M8 10 85 80 15 54 9 13 HVU M8x80 10 HAS-E M8x80/54 00333099M10 12 95 90 30 21 12 17 HVU M10x90 20 HAS-E M10x90/21 00332220M10 12 95 90 30 61 12 17 HVU M10x90 10 HAS-E M10x90/61 00333100M10 12 95 90 30 81 12 17 HVU M10x90 10 HAS-E M10x90/81 00333101M12 14 115 110 50 28 14 19 HVU M12x110 20 HAS-E M12x110/28 00332221M12 14 115 110 50 88 14 19 HVU M12x110 10 HAS-E M12x110/88 00333102M12 14 115 110 50 128 14 19 HVU M12x110 10 HAS-E M12x110/128 00333103M12 14 115 110 50 168 14 19 HVU M12x110 10 HAS-E M12x110/168 00333104M16 18 130 125 100 20 18 24 HVU M16x125 10 HAS-E M16x125/20 00333105M16 18 130 125 100 38 18 24 HVU M16x125 20 HAS-E M16x125/38 00332222M16 18 130 125 100 108 18 24 HVU M16x125 10 HAS-E M16x125/108 00333106M16 18 130 125 100 148 18 24 HVU M16x125 10 HAS-E M16x125/148 00333107M16 18 130 125 100 198 18 24 HVU M16x125 10 HAS-E M16x125/198 00333108M16 18 130 125 100 348 18 24 HVU M16x125 10 HAS-E M16x125/348 00333109M20 24 175 170 160 48 22 30 HVU M20x170 10 HAS-E M20x170/48 00332223M20 24 175 170 160 68 22 30 HVU M20x170 10 HAS-E M20x170/68 00333110M20 24 175 170 160 108 22 30 HVU M20x170 10 HAS-E M20x170/108 00333111M20 24 175 170 160 158 22 30 HVU M20x170 10 HAS-E M20x170/158 00333112M20 24 175 170 160 208 22 30 HVU M20x170 10 HAS-E M20x170/208 00333113M24 28 215 210 240 54 26 36 HVU M24x210 10 HAS-E M24x210/54 00332224M27 30 250 240 270 60 30 41 HVU M27x240 4 HAS-E M27x240/60 00333114M30 35 280 270 300 70 33 46 HVU M30x270 4 HAS-E M30x270/70 00333115M33 37 310 300 1200 80 36 50 HVU M33x300 4 HAS-E M33x300/80 00333116M36 40 340 330 1500 90 39 55 HVU M36x330 2 HAS-E M36x330/90 00333117M39 42 370 360 1800 100 42 59 HVU M39x360 2 HAS-E M39x360/100 00333118
HAS-EF hot dip galvanized version (min. 45µm) M8 10 85 80 15 14 9 13 HVU M8x80 20 HAS-EF M8x80/14 00333143M8 10 85 80 15 54 9 13 HVU M8x80 10 HAS-EF M8x80/54 00333144M10 12 95 90 30 21 12 17 HVU M10x90 20 HAS-EF M10x90/21 00333145M10 12 95 90 30 61 12 17 HVU M10x90 10 HAS-EF M10x90/61 00333146M10 12 95 90 30 81 12 17 HVU M10x90 10 HAS-EF M10x90/81 00333147M12 14 115 110 50 28 14 19 HVU M12x110 10 HAS-EF M12x110/28 00333148M12 14 115 110 50 88 14 19 HVU M12x110 20 HAS-EF M12x110/88 00333149M12 14 115 110 50 128 14 19 HVU M12x110 10 HAS-EF M12x110/128 00333150M12 14 115 110 50 168 14 19 HVU M12x110 10 HAS-EF M12x110/168 00333151M16 18 130 125 100 20 18 24 HVU M16x125 10 HAS-EF M16x125/20 00333152M16 18 130 125 100 38 18 24 HVU M16x125 10 HAS-EF M16x125/38 00333153M16 18 130 125 100 108 18 24 HVU M16x125 10 HAS-EF M16x125/108 00333154M16 18 130 125 100 148 18 24 HVU M16x125 10 HAS-EF M16x125/148 00333155M16 18 130 125 100 198 18 24 HVU M16x125 10 HAS-EF M16x125/198 00333156M16 18 130 125 100 348 18 24 HVU M16x125 10 HAS-EF M16x125/348 00333157M20 24 175 170 160 48 22 30 HVU M20x170 10 HAS-EF M20x170/48 00333158M20 24 175 170 160 68 22 30 HVU M20x170 10 HAS-EF M20x170/68 00333159M20 24 175 170 160 108 22 30 HVU M20x170 10 HAS-EF M20x170/108 00333160M20 24 175 170 160 158 22 30 HVU M20x170 10 HAS-EF M20x170/158 00333161M20 24 175 170 160 208 22 30 HVU M20x170 10 HAS-EF M20x170/208 00333162M24 28 215 210 240 54 26 36 HVU M24x210 10 HAS-EF M24x210/54 00333163M27 30 250 240 270 60 30 41 HVU M27x240 4 HAS-EF M27x240/60 00333164M30 35 280 270 300 70 33 46 HVU M30x270 4 HAS-EF M30x270/70 00333165M33 37 310 300 1200 80 36 50 HVU M33x300 4 HAS-EF M33x300/80 00333166M36 40 340 330 1500 90 39 55 HVU M36x330 2 HAS-EF M36x330/90 00333167M39 42 370 360 1800 100 42 59 HVU M39x360 2 HAS-EF M39x360/100 00333168
Special Request
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)
Anchor rodHVU with HAS-E
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Page 12 Fen 2012
Anchoring Systems
190Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
7
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.
M8 10 85 80 15 14 9 13 HVU M8x80 20 HAS-ER M8x80/14 00333119M8 10 85 80 15 54 9 13 HVU M8x80 10 HAS-ER M8x80/54 00333120M8 10 85 80 15 114 9 13 HVU M8x80 10 HAS-ER M8x80/114 00333121M10 12 95 90 30 21 12 17 HVU M10x90 20 HAS-ER M10x90/21 00333122M10 12 95 90 30 61 12 17 HVU M10x90 10 HAS-ER M10x90/61 00333123M10 12 95 90 30 81 12 17 HVU M10x90 10 HAS-ER M10x90/81 00333124M10 12 95 90 30 111 12 17 HVU M10x90 10 HAS-ER M10x90/111 00333125M12 14 115 110 50 28 14 19 HVU M12x110 20 HAS-ER M12x110/28 00333126M12 14 115 110 50 88 14 19 HVU M12x110 10 HAS-ER M12x110/88 00333127M12 14 115 110 50 128 14 19 HVU M12x110 10 HAS-ER M12x110/128 00333128M12 14 115 110 50 168 14 19 HVU M12x110 10 HAS-ER M12x110/168 00333129M16 18 130 125 100 20 18 24 HVU M16x125 10 HAS-ER M16x125/20 00333130M16 18 130 125 100 38 18 24 HVU M16x125 20 HAS-ER M16x125/38 00333131M16 18 130 125 100 108 18 24 HVU M16x125 10 HAS-ER M16x125/108 00333132M16 18 130 125 100 148 18 24 HVU M16x125 10 HAS-ER M16x125/148 00333133M16 18 130 125 100 198 18 24 HVU M16x125 10 HAS-ER M16x125/198 00333134M20 24 175 170 160 48 22 30 HVU M20x170 10 HAS-ER M20x170/48 00333135M20 24 175 170 160 108 22 30 HVU M20x170 10 HAS-ER M20x170/108 00333136M24 28 215 210 240 54 26 36 HVU M24x210 10 HAS-ER M24x210/54 00333137M27 30 250 240 270 60 30 41 HVU M27x240 4 HAS-ER M27x240/60 00333138M30 35 280 270 300 70 33 46 HVU M30x270 4 HAS-ER M30x270/70 00333139M33 37 310 300 1200 80 36 50 HVU M33x300 4 HAS-ER M33x300/80 00333140M36 40 340 330 1500 90 39 55 HVU M36x330 2 HAS-ER M36x330/90 00333141M39 42 370 360 1800 100 42 59 HVU M39x360 2 HAS-ER M39x360/100 00333142
Special Request
HAS-HCR high corrosion resistance materialM8 10 85 80 15 14 9 13 HVU M8x80 20 HAS-HCR M8x80/14 00229504M10 12 95 90 30 21 12 17 HVU M10x90 10 HAS-HCR M10x90/21 00229505M12 14 115 110 50 28 14 19 HVU M12x110 10 HAS-HCR M12x110/28 00229506M16 18 130 125 100 38 18 24 HVU M16x125 5 HAS-HCR M16x125/38 00229507M20 24 175 170 160 48 22 30 HVU M20x170 5 HAS-HCR M20x170/48 00229508M24 28 215 210 240 54 26 36 HVU M24x210 5 HAS-HCR M24x210/54 00229509
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" 1 00032220 Socket 13x1/2" (M8) 1 00060186HVU M10 + HAS-E / -EF / -ER M10 TE-C 1/2" 1 00032220 Socket 17x1/2" (M10) 1 00060187HVU M12 + HAS-E / -EF / -ER M12 TE-C 1/2" 1 00032220 Socket 19x1/2" (M12) 1 00060188HVU M16 + HAS-E / -EF / -ER M16 TE-FY 3/4" 1 00032221 Socket 24x3/4" (M16) 1 00060190HVU M20 + HAS-E / -EF / -ER M20 TE-FY 3/4" 1 00032221 Socket 30x3/4" (M20) 1 00060191HVU M24 + HAS-E / -EF / -ER M24 TE-FY 3/4" 1 00032221 Socket 36x3/4" (M24) 1 03403094HVU M27 + HAS-E / -EF / -ER M27 BU 3/4" 1 00308848 Socket 41x3/4" (M27) - -HVU M30 + HAS-E / -EF / -ER M30 BU 3/4" 1 00308848 Socket 46x3/4" (M30) - -HVU M33 + HAS-E / -EF / -ER M33 BU 3/4" 1 00308848 Socket 50x3/4" (M33) - -HVU M36 + HAS-E / -EF / -ER M36 BU 3/4" 1 00308848 Socket 55x3/4" (M36) - -HVU M39 + HAS-E / -EF / -ER M39 BU 3/4" 1 00308848 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 M8 1 00369223 HVU M10 + HAS-E / -EF / -ER M10 TE-C-E M10 1 00369224 HVU M12 + HAS-E / -EF / -ER M12 TE-C-E M12 1 00369225 HVU M16 + HAS-E / -EF / -ER M16 TE-C-E M16 1 00369226 HVU M16 + HAS-E / -EF / -ER M16 TE-Y-E M16 1 00369227 HVU M20 + HAS-E / -EF / -ER M20 TE-Y-E M20 1 00369228 HVU M24 + HAS-E / -EF / -ER M24 TE-Y-E M24 1 00369229
Page 13 Fen 2012
Anchoring Systems
191 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
h1
df
hs
do
Technical data Recommended load (kN), non-cracked concrete at 25N/mm², safety factor(�)=3
Model Size M8 M10 M12 M16 M20
HVU + HIS-NTensile Load, Nrec 8.3 13.3 20.0 31.7 36.3
Shear Load, Vrec 4.3 7.7 13.0 19.7 18.3
HVU + HIS-RNTensile Load, Nrec 8.3 13.3 19.7 31.7 46.7
Shear Load, Vrec 4.3 6.7 10.0 18.3 27.7
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
Anchor sleeveHVU with HIS-N
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)
M8 14 95 90 15 8 / 20 9 HVU M10x90 10 HIS-N M8x90 00258015M10 18 115 110 28 10 / 25 12 HVU M12x110 10 HIS-N M10x110 00258016M12 22 130 125 50 12 / 30 14 HVU M16x125 5 HIS-N M12x125 00258017M16 28 175 170 85 16 / 40 18 HVU M20x170 5 HIS-N M16x170 00258018M20 32 210 205 170 20 / 50 22 HVU M24x210 5 HIS-N M20x205 00258019
HIS-RN A4 stainless steel M8 14 95 90 12 8 / 20 9 HVU M10x90 10 HIS-RN M8x90 00258024 M10 18 115 110 23 10 / 25 12 HVU M12x110 10 HIS-RN M10x110 00258025 M12 22 130 125 40 12 / 30 14 HVU M16x125 5 HIS-RN M12x125 00258026 M16 28 175 170 70 16 / 40 18 HVU M20x170 5 HIS-RN M16x170 00258027 M20 32 210 205 130 20 / 50 22 HVU M24x210 5 HIS-RN M20x205 00258028
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" 1 00032220 Socket 13x1/2" (M8) 1 00060186 HIS-S M8 1 00045964HVU M12 + HIS-N / -RN M10 TE-C 1/2" 1 00032220 Socket 17x1/2" (M10) 1 00060187 HIS-S M10 1 00045965HVU M16 + HIS-N / -RN M12 TE-C 1/2" 1 00032220 Socket 19x1/2" (M12) 1 00060188 HIS-S M12 1 00045966HVU M20 + HIS-N / -RN M16 TE-FY 3/4" 1 00032221 Socket 24x3/4" (M16) 1 00060190 HIS-S M16 1 00045967HVU M24 + HIS-N / -RN M20 TE-FY 3/4" 1 00032221 Socket 30x3/4" (M20) 1 00060191 HIS-S M20 1 00045968
Materials Carbon steel galvanized at least 5µm (M8-M20) A4-70 stainless steel (M8-M20)
Special Request
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.
Drill the anchor hole. Clean the drilled hole with the blow-out pump.
Put the part to be fastened in place and fasten the part using bolt or others.
Leave the setting tools or rod adapter remaining attached and remove it only the cure time was passed.
Installation procedures6
Page 14 Fen 2012
Anchoring Systems
180Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
7
Cordless dispenser ED 3500-A
Special Request
AdvantagesSpecially 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
Applications Injection of Hilti HIT adhesive mortar for fastening anchor rods and rebars in
concrete, masonry and stoneED 3500-A
Power source type 14.4 V / 2.6 Ah Li-ion battery
Dispenser type Cordless electric dispenser
Weight including batteries 2.55 kg
For use with All Hilti foil packs
Performance (at 20˚C ; w/o extension)
500 ml cartridge in 70 sec330 ml cartridge in 45 sec
Battery capacity Up to 80 cartridges (HIT RE500, 500 ml foil packs)
Dispensing force Max. 3000 N
Model switch Off position / continuous feed / single stroke
Technical data
FLEET MANAGEMENT
OrderingOrder designation Package content Item No.
ED 3500-A cordless dispenser 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
00360862
ED 3500-A cordless dispenser basic kit
ED 3500-A cordless dispenser, safety goggles, foil pack holder (x1), operating instructions, supplied in a cardboard box
00360863
Accessories
Order designation Item No.
C4/36 ACS (230V) standard battery charger in a cardboard box 00272434 with operating instruction and safety precautions
B14 battery (2.6Ah Li-ion) in a cardboard box 00273114
ED 3
500-
A
Page 15 Fen 2012
Anchoring Systems
181 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk Special Request
HIT SystemInjection of Hilti HIT adhsive mortar for fastening anchor rods and rebars in concrete, masonry and stone.
Accessories
Order designation Item No. Foil pack holder (500 ml) 3:1 00339477 Foil pack holder (330 ml) 3:1 00229170
Blow out pump 00060579
Brush with grip dia 13mm HG 00229133Brush with grip dia 18mm HG 00229134Brush with grip dia 28mm HG 00229135
Brush with GA dia 18mm* GA 00229136Brush with GA dia 28mm* GA 00229137Brush with GA dia 38mm* GA 00229673
Brush with GA dia 50mm* GA 00229674 Brush extension with GA* 00229138
Brush adapter (middle section)* 00238727
Overhead wedge HIT-OHW 00387550
Overhead cup (�8-20 mm)# 00387551Overhead cup (� 20 mm above)# 00387552
# Rebar or thread rod diameter* GA= thread connection
HIT
Syst
em
OrderingOrder 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 00369220
Tool kit MD2000 (330ml) Case, dispenser, 2 foil pack holders, blow-out pump, brushes dia. 13, 18 & 28 mm and protective google 00229155
MD2500 dispenser (500ml) Include 1 dispenser and 1 foil pack holder 00338853
MD2000 dispenser (330ml) Include 1 dispenser and 1 foil pack holder 00229154
Page 16 Fen 2012
Anchoring Systems
182Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
7
Special Request
Accessories For long embedment application
Order designation Item No.
HIT Protective goggles 00005205
HIT-DL 20 Air nozzle (dia.20 mm) 00371719HIT-DL 25 Air nozzle (dia.24 mm) 00371720
HIT-DL 32 Air nozzle (dia.32 mm) 00371721
HIT-DRS Dust removal system 00362323
TE-Y RBS Holder for brush extension 00263439 TE-C RBS Holder for brush extension 00263437
HIT-RBS 10/0.7 Bursh extension 00336645 for round steel brush (0.7 m length)
HIT-RB 20 Round steel brush (dia. 20 mm) 00336552 HIT-RB 25 Round steel brush (dia. 25 mm) 00336553 HIT-RB 30 Round steel brush (dia. 30 mm) 00380920 HIT-RB 40 Round steel brush (dia. 40 mm) 00382260
HIT-RB 47 Round steel brush (dia. 47 mm) 00382264 HIT-VL K Coupler for injection extensions 00335021
HIT-SZ 20 Piston Plug (dia. 20 mm) 00335026HIT-SZ 25 Piston Plug (dia. 25 mm) 00335027HIT-SZ 30 Piston Plug (dia. 30 mm) 00380925
HIT-SZ 40 Piston Plug (dia. 40 mm) 00380927HIT-SZ 47 Piston Plug (dia. 47 mm) 00380930
HIT
syst
em
Page 17 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
266
Hilt
i HIT
-HY
150
wit
h H
IT-V
/ H
AS
-(E
) / H
AS
-(E
)R
Inje
ctio
n m
orta
r sys
tem
B
enef
its
Hilt
iH
IT-H
Y 1
50
330
ml f
oil p
ack
(als
o av
aila
ble
as 5
00 m
l an
d 14
00 m
l fo
il pa
ck)
- su
itabl
e fo
r non
-cra
cked
con
cret
e
- su
itabl
e fo
r dry
and
wat
er
satu
rate
d co
ncre
te
- hi
gh lo
adin
g ca
paci
ty
- ra
pid
curin
g -
smal
l edg
e di
stan
ce a
nd a
ncho
r sp
acin
g po
ssib
le
- la
rge
diam
eter
app
licat
ions
-
high
cor
rosi
on re
sist
ant
- in
ser
vice
tem
pera
ture
rang
e up
to
120
°C s
hort
term
/72°
C lo
ng
term
- m
anua
l cle
anin
g fo
r anc
hor s
ize
M8
to M
16 a
nd e
mbe
dmen
t dep
th
h ef
10d
- em
bedm
ent d
epth
rang
e
M8:
60
to
160
mm
M
30:
120
to
600
mm
Sta
tic m
ixer
HA
S-E
rods
H
AS
-E-R
rods
HIT
-V ro
ds
HIT
-V-R
rods
H
IT-V
-HC
R ro
ds
Conc
rete
Small
edge
dis
tance
and s
pacin
g
Varia
bleem
bedm
ent
depth
Fire
resis
tance
Corro
sion
resis
tance
High
corro
sion
resis
tance
Euro
pean
Tech
nical
Appr
oval
CEco
nform
ityHi
lti an
chor
de
sign
softw
are
App
rova
ls /
cert
ifica
tes
Des
crip
tion
Aut
horit
y / L
abor
ator
y N
o. /
date
of i
ssue
E
urop
ean
tech
nica
l app
rova
l a)
DIB
t, B
erlin
E
TA-0
5/00
51 /
2008
-10-
22
Fire
test
repo
rt M
FPA
Bra
unsc
hwei
g
UB
302
7 / 0
274-
6 / 1
994-
06-3
0 A
sses
smen
t rep
ort (
fire)
w
arrin
gton
fire
WF
1664
02 /
2007
-10-
26
a) A
ll da
ta g
iven
in th
is s
ectio
n ac
cord
ing
ETA
-05/
0051
issu
e 20
08-1
0-22
.
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
267
Bas
ic lo
adin
g da
ta (f
or a
sin
gle
anch
or)
All
data
in th
is s
ectio
n ap
plie
s to
Fo
r det
ails
see
Sim
plifi
ed d
esig
n m
etho
d -
Cor
rect
set
ting
(See
set
ting
inst
ruct
ion)
-
No
edge
dis
tanc
e an
d sp
acin
g in
fluen
ce
- S
teel
failu
re
- B
ase
mat
eria
l thi
ckne
ss, a
s sp
ecifi
ed in
the
tabl
e -
One
typi
cal e
mbe
dmen
t dep
th, a
s sp
ecifi
ed in
the
tabl
e -
One
anc
hor m
ater
ial,
as s
peci
fied
in th
e ta
bles
-
Con
cret
e C
20/
25, f
ck,c
ube =
25
N/m
m²
- Te
mpe
rate
rang
e I
(min
. bas
e m
ater
ial t
empe
ratu
re -4
0°C
, max
. lon
g te
rm/s
hort
term
bas
e m
ater
ial t
empe
ratu
re: +
24°C
/40°
C)
- In
stal
latio
n te
mpe
ratu
re ra
nge
-5°C
to +
40°C
Embe
dmen
t dep
th a)
and
bas
e m
ater
ial t
hick
ness
for t
he b
asic
load
ing
data
. C
hara
cter
istic
resi
stan
ce, d
esig
n re
sist
ance
, rec
omm
ende
d lo
ads.
A
ncho
r siz
e M
8M
10M
12M
16M
20M
24Ty
pica
l em
bedm
ent d
epth
hef [
mm
] 80
90
11
0 12
5 17
0 21
0 B
ase
mat
eria
l thi
ckne
ss
h
[mm
] 11
0 12
0 14
0 16
5 22
0 27
0 a)
The
allo
wed
ran
ge o
f em
bedm
ent d
epth
is s
how
n in
the
setti
ng d
etai
ls. T
he c
orre
spon
ding
load
val
ues
can
be
calc
ulat
ed a
ccor
ding
to th
e si
mpl
ified
des
ign
met
hod.
Cha
ract
eris
tic re
sist
ance
: non
-cra
cked
con
cret
e C
20/
25 ,
anch
or H
AS
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
Tens
ile N
Rk
HA
S-E
a)
[kN
] 17
.026
.038
.056
.5
90.8
12
6.7
She
ar V
Rk
HA
S-E
a)
[kN
] 8.
513
.019
.036
.056
.080
.0
Tens
ile N
Rk
HA
S-E
R (A
4)
[kN
] 23
.037
.053
.056
.5
90.8
12
6.7
She
ar V
Rk
HA
S-E
R (A
4)
[kN
] 12
.019
.027
.051
.079
.011
2.0
Des
ign
resi
stan
ce: n
on-c
rack
ed c
oncr
ete
C 2
0/25
, an
chor
HA
S A
ncho
r siz
e M
8M
10M
12M
16M
20M
24Te
nsile
NR
k H
AS
-Ea)
[k
N]
11.3
17
.3
25.3
26
.9
43.2
60
.3
She
ar V
Rk
HA
S-E
a)
[kN
] 6.
8 10
.4
15.2
28
.8
44.8
64
.0
Tens
ile N
Rk
HA
S-E
R (A
4)
[kN
] 12
.3
17.3
25
.3
26.9
43
.2
60.3
She
ar V
Rk
HA
S-E
R (A
4)
[kN
] 7.
7 12
.2
17.3
32
.7
50.6
71
.8
Rec
omm
ende
d lo
ads
b): n
on-c
rack
ed c
oncr
ete
C 2
0/25
, an
chor
/ H
AS
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
Tens
ile N
Rk
HA
S-E
a)
[kN
] 5.
7 8.
7 12
.7
18.8
30
.3
42.2
She
ar V
Rk
HA
S-E
a)
[kN
] 2.
8 4.
3 6.
3 12
.0
18.7
26
,7
Tens
ile N
Rk
HA
S-E
R (A
4)
[kN
] 7.
7 12
.3
17.7
18
.8
30.3
42
.2
She
ar V
Rk
HA
S-E
R (A
4)
[kN
] 4.
0 6.
3 9.
0 17
.0
26.3
37
.3
a) T
he s
tand
ard
deliv
ery
prog
ram
for H
AS
-E a
ncho
r rod
: Gra
de 5
.8 fo
r HA
S-E
M8-
M24
. b)
With
ove
rall
glob
al s
afet
y fa
ctor
=
3. T
he re
com
men
ded
load
s va
ry a
ccor
ding
to th
e sa
fety
fact
or re
quire
men
t fro
m n
atio
nal r
egul
atio
ns.
Page 18 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
268
Serv
ice
tem
pera
ture
rang
e H
ilti H
IT-H
Y 1
50 in
ject
ion
mor
tar m
ay b
e ap
plie
d in
the
tem
pera
ture
rang
es g
iven
bel
ow. A
n el
evat
ed b
ase
mat
eria
l te
mpe
ratu
re m
ay le
ad to
a re
duct
ion
of th
e de
sign
bon
d re
sist
ance
.
Tem
pera
ture
rang
e B
ase
mat
eria
l te
mpe
ratu
reM
axim
um lo
ng te
rm
base
mat
eria
l te
mpe
ratu
re
Max
imum
sho
rt te
rm
base
mat
eria
l te
mpe
ratu
reTe
mpe
ratu
re ra
nge
I -4
0 °C
to +
40 °
C
+24
°C
+40
°C
Tem
pera
ture
rang
e II
-40
°C to
+80
°C
+5
0 °C
+8
0 °C
Te
mpe
ratu
re ra
nge
III
-40
°C to
+12
0 °C
+7
2 °C
+1
20 °
C
Max
sho
rt te
rm b
ase
mat
eria
l tem
pera
ture
S
hort-
term
ele
vate
d ba
se m
ater
ial t
empe
ratu
res
are
thos
e th
at o
ccur
ove
r brie
f int
erva
ls, e
.g. a
s a
resu
lt of
di
urna
l cyc
ling.
Max
long
term
bas
e m
ater
ial t
empe
ratu
re
Long
-term
ele
vate
d ba
se m
ater
ial t
empe
ratu
res
are
roug
hly
cons
tant
ove
r sig
nific
ant p
erio
ds o
f tim
e.
Mat
eria
lsM
echa
nica
l pro
pert
ies
of H
IT-V
/ H
AS
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
Nom
inal
tens
ilest
reng
th f u
k
HIT-
V/HA
S 5.
8 [N
/mm
²] 50
0 50
0 50
0 50
0 50
0 50
0 HI
T-V/
HAS
8.8
[N/m
m²]
800
800
800
800
800
800
HIT-
V/HA
S -R
[N/m
m²]
700
700
700
700
700
700
HIT-
V/HA
S -H
CR
[N/m
m²]
800
800
800
800
800
700
Yie
ld s
treng
th
f yk
HIT-
V/HA
S 5.
8 [N
/mm
²] 40
0 40
0 40
0 40
0 40
0 40
0 HI
T-V/
HAS
8.8
[N/m
m²]
640
640
640
640
640
640
HIT-
V/HA
S -R
[N/m
m²]
450
450
450
450
450
450
HIT-
V/HA
S -H
CR
[N/m
m²]
600
600
600
600
600
400
Stre
ssed
cros
s-se
ctio
nA
s
HA
S
[mm
²] 32
,8
52,3
76
,2
144
225
324
HIT
-V
[mm
²] 36
,6
58,0
84
,3
157
245
353
Mom
ent o
f re
sist
ance
W
HA
S
[mm
³] 27
,0
54,1
93
,8
244
474
809
HIT
-V
[mm
³] 31
,2
62,3
10
9 27
7 54
1 93
5
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
269
Mat
eria
l qua
lity
Part
Mat
eria
l Th
read
ed ro
d H
IT-V
(F),
HA
S 5
.8: M
8 –
M24
Stre
ngth
cla
ss 5
.8, E
N IS
O 8
98-1
, A5 >
8%
duc
tile
stee
l gal
vani
zed
5 μ
m, E
N IS
O 4
042
(F) h
ot d
ippe
d ga
lvan
ized
4
5 μm
, EN
ISO
106
84
Thre
aded
rod
HIT
-V-R
, HA
S-R
Sta
inle
ss s
teel
gra
de A
4, A
5 > 8
% d
uctil
e st
reng
th c
lass
70
for
M24
and
cla
ss 5
0 fo
r M27
to M
30, E
N IS
O 3
506-
1,
EN
100
88: 1
.440
1; 1
.440
4; 1
.457
8; 1
.457
1; 1
.443
9; 1
.436
2
Thre
aded
rod
HIT
-V-H
CR
, HA
S-H
CR
Hig
h co
rros
ion
resi
stan
t ste
el, E
N IS
O 3
506-
1, E
N 1
0088
: 1.4
529;
1.4
565
stre
ngth
M20
: Rm =
800
N/m
m²,
Rp
0.2 =
640
N/m
m²,
A5 >
8%
duc
tile
M24
: Rm =
700
N/m
m²,
Rp
0.2 =
400
N/m
m²,
A 5 >
8%
duc
tile
Was
her
ISO
708
9
Ste
el g
alva
nize
d, E
N IS
O 4
042;
hot
dip
ped
galv
aniz
ed, E
N IS
O 1
0684
S
tain
less
ste
el, E
N 1
0088
: 1.4
401;
1.4
404;
1.4
578;
1.4
571;
1.4
439;
1.
4362
Hig
h co
rros
ion
resi
stan
t ste
el, E
N 1
0088
: 1.4
529;
1.4
565
Nut
E
N IS
O 4
032
Stre
ngth
cla
ss 8
, IS
O 8
98-2
st
eel g
alva
nize
d 5
μm
, EN
ISO
404
2 ho
t dip
ped
galv
aniz
ed
45
μm, E
N IS
O 1
0684
S
treng
th c
lass
70,
EN
ISO
350
6-2,
sta
inle
ss s
teel
gra
de A
4,
EN
100
88: 1
.440
1; 1
.440
4; 1
.457
8; 1
.457
1; 1
.443
9; 1
.436
2 S
treng
th c
lass
70,
EN
ISO
350
6-2,
hig
h co
rros
ion
resi
stan
t ste
el,
EN
100
88: 1
.452
9; 1
.456
5
Anc
hor d
imen
sion
s A
ncho
r siz
e M
8M
10M
12M
16M
20M
24
Anc
hor r
od
HA
S, H
AS
-R, H
AS
-HC
R
HA
S-E
, HA
S-E
-R
M8x80
M10x90
M12x110
M16x125
M20x170
M24x210E
mbe
dmen
t dep
th
hef
[mm
] 80
90
11
0 12
5 17
0 21
0 A
ncho
r rod
H
IT-V
, HIT
-V-R
, HIT
-V-H
CR
Anc
hor r
ods
HIT
-V (-
R /
-HC
R) a
re a
vaila
ble
in v
aria
ble
leng
th
Setti
ngin
stal
latio
n eq
uipm
ent
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
Rot
ary
ham
mer
TE
2 –
TE
16
TE 4
0 –
TE 7
0 O
ther
tool
s co
mpr
esse
d ai
r gun
or b
low
out
pum
p, s
et o
f cle
anin
g br
ushe
s, d
ispe
nser
Page 19 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
270
Setti
ng in
stru
ctio
n
Dry
and
wat
er-s
atur
ated
con
cret
e, h
amm
er d
rillin
g
a) b)
a) N
ote:
Man
ual c
lean
ing
for e
lem
ent s
izes
d
16m
m a
nd e
mbe
dmen
t dep
th h
ef 1
0 d
only
!b)
Not
e: E
xten
sion
and
pis
ton
plug
nee
ded
for o
verh
ead
inst
alla
tion
and/
or e
mbe
dmen
t dep
th >
250
mm
!
For d
etai
led
info
rmat
ion
on in
stal
latio
n se
e in
stru
ctio
n fo
r use
giv
en w
ith th
e pa
ckag
e of
the
prod
uct.
Not
e: D
iam
ond
core
d ho
le is
not
sui
tabl
e fo
r Hilt
i HY
-150
, ple
ase
use
Hilt
i RE
500.
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
271
Wor
king
tim
e, C
urin
g tim
e Te
mpe
ratu
reof
the
base
mat
eria
l TB
M
Wor
king
tim
et g
el
Cur
ing
time
t cur
ea)
-5
°C
T
BM
0
°C
90
min
9 h
0 °C
T
BM
5
°C
45 m
in
4,
5 h
5 °C
T
BM
10
°C
20
min
2 h
10 °
C
TB
M 2
0 °C
6 m
in
90
min
20 °
C
TB
M 3
0 °C
4 m
in
50
min
30 °
C
TB
M 4
0 °C
2 m
in
40
min
a)
The
cur
ing
time
data
are
val
id f
or d
ry a
ncho
rage
bas
e on
ly.
For
wat
er s
atur
ated
anc
hora
ge b
ases
the
cur
ing
times
mus
t be
doub
led.
Setti
ng d
etai
ls
Fixt
ure
Thic
knes
s t fix
d0
Mar
king
of t
he
embe
dmen
t dep
th
Bor
e ho
le d
epth
h0=
anch
orag
e de
pth
h ef
Thic
knes
s of
con
cret
e m
embe
r h
d f
Page 20 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
272
Setti
ng d
etai
ls
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
Nom
inal
dia
met
er o
f dril
l bi
td 0
[m
m]
10
12
14
18
24
28
Effec
tive e
mbed
ment
and d
rill
hole
depth
rang
e a)
for H
IT-V
h ef,m
in
[mm
] 60
60
70
80
90
10
0
h ef,m
ax
[mm
] 16
0 20
0 24
0 32
0 40
0 48
0
Effec
tive a
ncho
rage
and d
rill
hole
depth
fo
r HA
Sh e
f[m
m]
80
90
110
125
170
210
Min
imum
bas
e m
ater
ial
thic
knes
sh m
in
[mm
] h e
f + 3
0 m
m
100
mm
h e
f + 2
d0
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f[m
m]
9 12
14
18
22
26
Torq
ue m
omen
t T m
ax b
) [N
m]
10
20
40
80
150
200
Min
imum
spa
cing
s m
in[m
m]
40
50
60
80
100
120
Min
imum
edg
e di
stan
ce
c min
[mm
] 40
50
60
80
10
0 12
0 C
ritic
al s
paci
ngfo
r spl
ittin
g fa
ilure
s c
r,sp
[mm
] 2
c cr,s
p
Crit
ical
edg
e di
stan
ce fo
r sp
littin
g fa
ilure
c)c c
r,sp
[mm
]
1,
0h e
f fo
r h /
h ef
2,0
4,
6 h e
f- 1
,8 h
for 2
,0 >
h /
h ef >
1,
3:
2,
26 h
ef
for h
/ h e
f 1
,3:
Crit
ical
spa
cing
for
conc
rete
con
e fa
ilure
s c
r,N
[mm
] 2
c cr,N
Crit
ical
edg
e di
stan
ce fo
r co
ncre
te c
one
failu
re d)
c cr,N
[m
m]
1,5
h ef
For s
paci
ng (o
r edg
e di
stan
ce) s
mal
ler t
han
criti
cal s
paci
ng (o
r crit
ical
edg
e di
stan
ce) t
he d
esig
n lo
ads
have
to b
e re
duce
d.
a)
Em
bedm
ent d
epth
rang
e: h
ef,m
in h
ef h
ef,m
ax
b)
Max
imum
rec
omm
ende
d to
rque
mom
ent
to a
void
spl
ittin
g fa
ilure
dur
ing
inst
alla
tion
with
min
imum
spa
cing
an
d/or
edg
e di
stan
ce.
c)
h: b
ase
mat
eria
l thi
ckne
ss (h
h
min),
h ef:
embe
dmen
t dep
th
d)
The
criti
cal e
dge
dist
ance
for c
oncr
ete
cone
failu
re d
epen
ds o
n th
e em
bedm
ent d
epth
hef a
nd th
e de
sign
bon
d re
sist
ance
. The
sim
plifi
ed fo
rmul
a gi
ven
in th
is ta
ble
is o
n th
e sa
ve s
ide.
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
273
Sim
plifi
ed d
esig
n m
etho
d S
impl
ified
ver
sion
of
the
desi
gn m
etho
d ac
cord
ing
ETA
G 0
01,
TR 0
29.
Des
ign
resi
stan
ce
acco
rdin
g da
ta g
iven
in E
TA-0
5/00
51, i
ssue
200
8-10
-22.
Influ
ence
of c
oncr
ete
stre
ngth
Influ
ence
of e
dge
dist
ance
Influ
ence
of s
paci
ng
V
alid
for
a g
roup
of
two
anch
ors.
(Th
e m
etho
d m
ay a
lso
be a
pplie
d fo
r an
chor
gro
ups
with
mor
e th
an t
wo
anch
ors
or m
ore
than
one
edg
e di
stan
ce.
The
influ
enci
ng f
acto
rs
mus
t th
en b
e co
nsid
ered
for
eac
h ed
ge d
ista
nce
and
spac
ing.
The
cal
cula
ted
desi
gn
load
s ar
e th
en o
n th
e sa
ve s
ide:
The
y w
ill be
low
er t
han
the
exac
t va
lues
acc
ordi
ng
ETA
G 0
01, T
R 0
29. T
o av
oid
this
, it i
s re
com
men
ded
to u
se th
e an
chor
des
ign
softw
are
PR
OFI
S a
ncho
r)
The
desi
gn m
etho
d is
bas
ed o
n th
e fo
llow
ing
sim
plifi
catio
n:
N
o di
ffere
nt lo
ads
are
actin
g on
indi
vidu
al a
ncho
rs (n
o ec
cent
ricity
) Th
e va
lues
are
val
id fo
r one
anc
hor.
For m
ore
com
plex
fast
enin
g ap
plic
atio
ns p
leas
e us
e th
e an
chor
des
ign
softw
are
PR
OFI
S A
ncho
r.
Tens
ion
load
ing
The
desi
gn te
nsile
resi
stan
ce is
the
low
er v
alue
of
- S
teel
resi
stan
ce:
NR
d,s
- C
ombi
ned
pull-
out a
nd c
oncr
ete
cone
resi
stan
ce:
N
Rd,
p =
N0 R
d,p
f B,p
f 1,N
f 2,N
f 3,N
f h,p
f re,
N
- C
oncr
ete
cone
resi
stan
ce:
NR
d,c
= N
0 Rd,
c f B
f 1,N
f 2,N
f 3,N
f h,N
f re,
N
-C
oncr
ete
split
ting
resi
stan
ce (o
nly
non-
crac
ked
conc
rete
):
NR
d,sp
= N
0 Rd,
c f B
f 1,s
p f 2
,sp
f 3,s
p f h
,N f r
e,N
Bas
ic d
esig
n te
nsile
resi
stan
ce
Des
ign
stee
l res
ista
nce
NR
d,s
Ms
1.5
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
NR
d,s
HA
S 5
.8
[kN
] 11
,3
17,3
25
,3
48,0
74
,7
106,
7 H
IT-V
5.8
[k
N]
12,0
19
,3
28,0
52
,7
82,0
11
8,0
HIT
-V 8
.8
[kN
] 19
,3
30,7
44
,7
84,0
13
0,7
188,
0 H
AS
(-E
)-R
[k
N]
12,3
19
,8
28,3
54
,0
84,0
11
9,8
HIT
-V-R
[k
N]
13,9
21
,9
31,6
58
,8
92,0
13
2,1
HA
S (-
E)-
HC
R
[kN
] 18
,0
28,0
40
,7
76,7
12
0,0
106,
7 H
IT-V
-HC
R
[kN
] 19
,3
30,7
44
,7
84,0
13
0,7
117,
6
Page 21 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
274
Des
ign
com
bine
d pu
ll-ou
t and
con
cret
e co
ne re
sist
ance
NR
d,p =
N0 R
d,p
f B,p
f 1,N
f 2,N
f 3,N
f h,p
f re,
NM
p 1
.5
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
Typi
cal e
mbe
dmen
t dep
th
h ef=
h ef,t
yp
[mm
] 80
9011
012
517
021
0
N0 R
d,p
Tem
pera
ture
rang
e I
[kN
] 14
,7
17,3
25
,3
26,9
43
,2
60,3
N
0 Rd,
p Te
mpe
ratu
re ra
nge
II [k
N]
10,1
11
,8
17,3
18
,0
28,0
37
,7
N0 R
d,p
Tem
pera
ture
rang
e III
[k
N]
8,7
10,2
15
,0
15,0
25
,4
33,9
Des
ign
conc
rete
con
e re
sist
ance
NR
d,c =
N0 R
d,c
f B f 1
,N f 2
,N f 3
,N f h
,N f r
e,N
Des
ign
split
ting
resi
stan
ce N
Rd,
sp =
N0 R
d,c
f B f 1
,sp
f 2,s
p f 3
,sp
f h,
N f r
e,N
Mc
1.5
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
N0 R
d,c
[k
N]
24,1
24
,0
32,4
33
,6
53,3
73
,2
Influ
enci
ng fa
ctor
s
Influ
ence
of c
oncr
ete
stre
ngth
on
com
bine
d pu
ll-ou
t and
con
cret
e co
ne re
sist
ance
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B,p =
(f c
k,cu
be/2
5N/m
m²)
0,15
a) b
) 1,
00
1,03
1,
06
1,09
1,
11
1,13
1,
14
a)
f ck,c
ube =
con
cret
e co
mpr
essi
ve s
treng
th, m
easu
red
on c
ubes
with
150
mm
sid
e le
ngth
b)
Fo
r des
ign
data
of f
ck,c
ube =
15
and
20, p
leas
e co
ntac
t Hilt
i tec
hnic
al a
dvis
ory
serv
ice
Influ
ence
of e
mbe
dmen
t dep
th o
n co
mbi
ned
pull-
out a
nd c
oncr
ete
cone
resi
stan
cef h
,p =
hef
/hef
,typ
Influ
ence
of c
oncr
ete
stre
ngth
on
conc
rete
con
e re
sist
ance
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B =
(f c
k,cu
be/2
5N/m
m²)
0,5
a) b
) 1
1,1
1,22
1,
34
1,41
1,
48
1,55
a)
f ck
,cub
e = c
oncr
ete
com
pres
sive
stre
ngth
, mea
sure
d on
cub
es w
ith 1
50 m
m s
ide
leng
th
b)
For d
esig
n da
ta o
f fck
,cub
e = 1
5 an
d 20
, ple
ase
cont
act H
ilti t
echn
ical
adv
isor
y se
rvic
e
Influ
ence
of e
dge
dist
ance
a)
c/c c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
c/c c
r,sp
f 1,N =
0,
7 +
0,3
c/c c
r,N 1
0,
73
0,76
0,
79
0,82
0,
85
0,88
0,
91
0,94
0,
97
1 f 1,
sp =
0,
7 +
0,3
c/c c
r,sp
1
f 2,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
f 2,sp
=
0,5
(1 +
c/c
cr,s
p) 1
a)
Th
e ed
ge d
ista
nce
shal
l not
be
smal
ler
than
the
min
imum
edg
e di
stan
ce c
min. T
hese
influ
enci
ng fa
ctor
s m
ust
be c
onsi
dere
d fo
r eve
ry e
dge
dist
ance
sm
alle
r tha
n th
e cr
itica
l edg
e di
stan
ce.
Influ
ence
of a
ncho
r spa
cing
a)
s/s c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
s/s c
r,sp
f 3,N =
0,5
(1 +
s/s
cr,N
) 1
0,
55
0,60
0,
65
0,70
0,
75
0,80
0,
85
0,90
0,
95
1 f 3,
sp =
0,
5(1
+ s
/scr
,sp)
1
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
275
a)
The
anch
or s
paci
ng s
hall
not b
e sm
alle
r th
an th
e m
inim
um a
ncho
r sp
acin
g s m
in. T
his
influ
enci
ng fa
ctor
mus
t be
con
side
red
for e
very
anc
hor s
paci
ng.
Influ
ence
of e
mbe
dmen
t dep
th o
n co
ncre
te c
one
resi
stan
cef h
,N =
(h e
f/hef
,typ)
1,5
Influ
ence
of r
einf
orce
men
th e
f [m
m]
4050
6070
8090
100
f re
,N =
0,
5 +
h ef/2
00m
m 1
0,7
a)
0,75
a)
0,8
a)
0,85
a)
0,9
a)
0,95
a)
1 a)
Th
is f
acto
r ap
plie
s on
ly f
or d
ense
rei
nfor
cem
ent.
If in
the
are
a of
anc
hora
ge t
here
is r
einf
orce
men
t w
ith a
sp
acin
g 1
50 m
m (a
ny d
iam
eter
) or w
ith a
dia
met
er
10
mm
and
a s
paci
ng
100
mm
, the
n a
fact
or f r
e,N =
1
may
be
appl
ied.
Shea
r loa
ding
The
desi
gn s
hear
resi
stan
ce is
the
low
er v
alue
of
- S
teel
resi
stan
ce:
V Rd,
s
-C
oncr
ete
pryo
ut re
sist
ance
: V R
d,cp
= k
lo
wer
val
ue o
f NR
d,p
and
NR
d,c
- C
oncr
ete
edge
resi
stan
ce:
V Rd,
c =
V0 Rd,
c f B
f ß f
h f 4
f he
f f c
Bas
ic d
esig
n sh
ear r
esis
tanc
e
Des
ign
stee
l res
ista
nce
V Rd,
sM
s =
Vary
acc
ordi
ng to
ETA
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
VR
d,s
HA
S 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 H
AS
(-E
)-R
[k
N]
7,7
12,2
17
,3
32,7
50
,6
71,8
H
IT-V
-R
[kN
] 8,
3 12
,8
19,2
35
,3
55,1
79
,5
HA
S (-
E)-
HC
R
[kN
] 10
,4
16,8
24
,8
46,4
72
,0
64,0
H
IT-V
-HC
R
[kN
] 12
,0
18,4
27
,2
50,4
78
,4
70,9
Des
ign
conc
rete
pry
out r
esis
tanc
e V R
d,cp
= lo
wer
val
uea)
of k
N
Rd,
p and
k
NR
d,c
k =
2 fo
r hef
60
mm
a)
NR
d,p:
Des
ign
com
bine
d pu
ll-ou
t and
con
cret
e co
ne re
sist
ance
N
Rd,
c: D
esig
n co
ncre
te c
one
resi
stan
ce
Des
ign
conc
rete
edg
e re
sist
ance
VR
d,c
= V0 R
d,c
f B f ß
f h
f 4 f
hef
f cM
c =
1.5
Anc
hor s
ize
M8
M10
M12
M16
M20
M24
Non
-cra
cked
con
cret
e V
0 Rd,
c [k
N]
5,9
8,6
11,6
18
,7
27,0
36
,6
Page 22 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
276Influ
enci
ng fa
ctor
s
Influ
ence
of c
oncr
ete
stre
ngth
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B =
(f c
k,cu
be/2
5N/m
m²)
1/2
a)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
a)
f ck,c
ube =
con
cret
e co
mpr
essi
ve s
treng
th, m
easu
red
on c
ubes
with
150
mm
sid
e le
ngth
b)
Fo
r des
ign
data
of f
ck,c
ube =
15
and
20, p
leas
e co
ntac
t Hilt
i tec
hnic
al a
dvis
ory
serv
ice
Influ
ence
of a
ngle
bet
wee
n lo
ad a
pplie
d an
d th
e di
rect
ion
perp
endi
cula
r to
the
free
edg
eA
ngle
ß
0°10
°20
°30
°40
°50
°60
°70
°80
° 9
0°
f1
1,01
1,
05
1,13
1,
24
1,40
1,
64
1,97
2,
32
2,50
Influ
ence
of b
ase
mat
eria
l thi
ckne
ssh/
c0,
150,
30,
450,
60,
750,
91,
051,
21,
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
Influ
ence
of a
ncho
r spa
cing
and
edg
e di
stan
ce a)
for c
oncr
ete
edge
resi
stan
ce: f
4f 4
= (c
/hef
)1,5
(1 +
s /
[3
c])
0,5
c/h e
fSi
ngle
anch
orG
roup
of t
wo
anch
ors
s/h e
f
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
10,3
55,
455,
725,
996,
276,
546,
817,
087,
367,
637,
908,
178,
458,
728,
999,
265,
0011
,18
5,87
6,
156,
43
6,71
6,
997,
277,
557,
838,
118,
398,
66
8,94
9,
229,
509,
785,
2512
,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
12,9
0 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) T
he a
ncho
r sp
acin
g an
d th
e ed
ge d
ista
nce
shal
l not
be
smal
ler
than
the
min
imum
anc
hor
spac
ing
s min a
nd th
e m
inim
um e
dge
dist
ance
cm
in.
Hilt
i HIT
-HY
150
w
ith H
AS
2 / 2
011
277
Influ
ence
of e
mbe
dmen
t dep
thh e
f/d4
4,5
56
78
910
11f h
ef =
0,05
(hef /
d)1,
680,
51
0,63
0,
75
1,01
1,
31
1,64
2,
00
2,39
2,
81
h ef/d
1213
1415
1617
1819
20f h
ef =
0,05
(hef /
d)1,
683,
25
3,72
4,
21
4,73
5,
27
5,84
6,
42
7,04
7,
67
Influ
ence
of e
dge
dist
ance
a)
c/d
46
810
1520
3040
f c =
(d /
c)0,
190,
77
0,71
0,
67
0,65
0,
60
0,57
0,
52
0,50
a)
The
edg
e di
stan
ce s
hall
not b
e sm
alle
r tha
n th
e m
inim
um e
dge
dist
ance
cm
in.
Com
bine
d te
nsio
n an
d sh
ear l
oadi
ng
For c
ombi
ned
tens
ion
and
shea
r loa
ding
see
sec
tion
“Anc
hor D
esig
n”.
Page 23 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
IS-(R
)N
2 / 2
011
278
Hilt
i HIT
-HY
150
wit
h H
IS-(
R)N
In
ject
ion
mor
tar s
yste
m
Ben
efits
Hilt
iH
IT-H
Y 1
50
330
ml f
oil p
ack
(als
o av
aila
ble
as 5
00 m
l an
d 14
00 m
l fo
il pa
ck)
- su
itabl
e fo
r non
-cra
cked
con
cret
e -
suita
ble
for d
ry a
nd w
ater
sa
tura
ted
conc
rete
-
high
load
ing
capa
city
-
rapi
d cu
ring
- sm
all e
dge
dist
ance
and
anc
hor
spac
ing
poss
ible
-
corr
osio
n re
sist
ant
- in
ser
vice
tem
pera
ture
rang
e up
to
120
°C s
hort
term
/72°
C lo
ng
term
Sta
tic m
ixer
Inte
rnal
thre
aded
sle
eve
HIS
-NH
IS-R
N
Conc
rete
Small
edge
dis
tance
and s
pacin
g Co
rrosio
nre
sistan
ceEu
rope
anTe
chnic
alAp
prov
alCE
confo
rmity
Hilti
anch
or
desig
nso
ftwar
e
App
rova
ls /
cert
ifica
tes
Des
crip
tion
Aut
horit
y / L
abor
ator
y N
o. /
date
of i
ssue
E
urop
ean
tech
nica
l app
rova
l a)
DIB
t, B
erlin
E
TA-0
5/00
51 /
2008
-10-
22
a) A
ll da
ta g
iven
in th
is s
ectio
n ac
cord
ing
ETA
-05/
0051
issu
e 20
08-1
0-22
.
Bas
ic lo
adin
g da
ta (f
or a
sin
gle
anch
or)
All
data
in th
is s
ectio
n ap
plie
s to
Fo
r det
ails
see
Sim
plifi
ed d
esig
n m
etho
d -
Cor
rect
set
ting
(See
set
ting
inst
ruct
ion)
-
No
edge
dis
tanc
e an
d sp
acin
g in
fluen
ce
- S
teel
failu
re
- B
ase
mat
eria
l thi
ckne
ss, a
s sp
ecifi
ed in
the
tabl
e -
One
anc
hor m
ater
ial,
as s
peci
fied
in th
e ta
bles
-
Con
cret
e C
20/
25, f
ck,c
ube =
25
N/m
m²
- Te
mpe
rate
rang
e I
(min
. bas
e m
ater
ial t
empe
ratu
re -4
0°C
, max
. lon
g te
rm/s
hort
term
bas
e m
ater
ial t
empe
ratu
re: +
24°C
/40°
C)
- In
stal
latio
n te
mpe
ratu
re ra
nge
-5°C
to +
40°C
Hilt
i HIT
-HY
150
with
HIS
-(R)N
2 / 2
011
279
Embe
dmen
t dep
th a
nd b
ase
mat
eria
l thi
ckne
ss fo
r the
bas
ic lo
adin
g da
ta.
Cha
ract
eris
tic re
sist
ance
, des
ign
resi
stan
ce, r
ecom
men
ded
load
s.
Cha
ract
eris
tic re
sist
ance
: non
-cra
cked
con
cret
e C
20/
25 ,
anch
or H
IS-N
A
ncho
r siz
e M
8x90
M10
x110
M12
x125
M16
x170
M20
x205
Tens
ile N
Rk
HIS
-N
[kN
] 25
,040
,0
60,0
11
1,9
109,
0
She
ar V
Rk
HIS
-N
[kN
] 13
,023
,039
,059
,055
,0
Tens
ile N
Rk
HIS
-RN
(A4)
[k
N]
26,0
40,0
59,0
110,
014
0,0
She
ar V
Rk
HIS
-RN
(A4)
[k
N]
13,0
20,0
30,0
55,0
83,0
Des
ign
resi
stan
ce: n
on-c
rack
ed c
oncr
ete
C 2
0/25
, an
chor
HIS
-N
Anc
hor s
ize
M8x
90M
10x1
10M
12x1
25M
16x1
70M
20x2
05Te
nsile
NR
d H
IS-N
[k
N]
17,5
26
,7
40,0
62
,2
74,1
She
ar V
Rd
HIS
-N
[kN
] 10
,4
18,4
26
,0
39,3
36
,7
Tens
ile N
Rk
HIS
-RN
(A4)
[k
N]
13,9
21
,4
31,6
58
,8
69,2
She
ar V
Rk
HIS
-RN
(A4)
[k
N]
8,3
12,8
19
,2
35,3
41
,5
Rec
omm
ende
d lo
ads
a): n
on-c
rack
ed c
oncr
ete
C 2
0/25
, an
chor
HIS
-N
Anc
hor s
ize
M8x
90M
10x1
10M
12x1
25M
16x1
70M
20x2
05Te
nsile
Nre
c H
IS-N
[k
N]
8,3
13,3
20
,0
39,7
36
,3
She
ar V
rec
HIS
-N
[kN
] 4,
3 7,
7 13
,0
19,7
18
,3
Tens
ile N
Rk
HIS
-RN
(A4)
[k
N]
8,7
13,3
19
,7
36,7
46
,7
She
ar V
Rk
HIS
-RN
(A4)
[k
N]
4,3
6,7
10,0
18
,3
27,7
a)
With
ove
rall
glob
al s
afet
y fa
ctor
=
3. T
he re
com
men
ded
load
s va
ry a
ccor
ding
to th
e sa
fety
fact
or re
quire
men
t fro
m n
atio
nal r
egul
atio
ns.
Serv
ice
tem
pera
ture
rang
e H
ilti H
IT-H
Y 1
50 in
ject
ion
mor
tar m
ay b
e ap
plie
d in
the
tem
pera
ture
rang
es g
iven
bel
ow. A
n el
evat
ed b
ase
mat
eria
l te
mpe
ratu
re m
ay le
ad to
a re
duct
ion
of th
e de
sign
bon
d re
sist
ance
.
Tem
pera
ture
rang
e B
ase
mat
eria
l te
mpe
ratu
reM
axim
um lo
ng te
rm
base
mat
eria
l te
mpe
ratu
re
Max
imum
sho
rt te
rm
base
mat
eria
l te
mpe
ratu
reTe
mpe
ratu
re ra
nge
I -4
0 °C
to +
40 °
C
+24
°C
+40
°C
Tem
pera
ture
rang
e II
-40
°C to
+80
°C
+5
0 °C
+8
0 °C
Te
mpe
ratu
re ra
nge
III
-40
°C to
+12
0 °C
+7
2 °C
+1
20 °
C
Max
sho
rt te
rm b
ase
mat
eria
l tem
pera
ture
S
hort-
term
ele
vate
d ba
se m
ater
ial t
empe
ratu
res
are
thos
e th
at o
ccur
ove
r brie
f int
erva
ls, e
.g. a
s a
resu
lt of
di
urna
l cyc
ling.
Max
long
term
bas
e m
ater
ial t
empe
ratu
re
Long
-term
ele
vate
d ba
se m
ater
ial t
empe
ratu
res
are
roug
hly
cons
tant
ove
r sig
nific
ant p
erio
ds o
f tim
e.
Page 24 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
IS-(R
)N
2 / 2
011
280
Mat
eria
lsM
echa
nica
l pro
pert
ies
of H
IS-(R
)N
Anc
hor s
ize
M8x
90M
10x1
10M
12x1
25M
16x1
70M
20x2
05
Nom
inal
tens
ilest
reng
th f u
k
HIS-
N[N
/mm
²] 49
0 49
0 46
0 46
0 46
0 Sc
rew
8.8
[N/m
m²]
800
800
800
800
800
HIS-
RN
[N/m
m²]
700
700
700
700
700
Scre
w A4
-70
[N/m
m²]
700
700
700
700
700
Yie
ldst
reng
th f y
k
HIS-
N [N
/mm
²] 41
0 41
0 37
5 37
5 37
5 Sc
rew
8.8
[N/m
m²]
640
640
640
640
640
HIS-
RN
[N/m
m²]
350
350
350
350
350
Scre
w A4
-70
[N/m
m²]
450
450
450
450
450
Stre
ssed
cros
s-se
ctio
n A
s
HIS-
(R)N
[mm
²] 51
,5
108,
0 16
9,1
256,
1 23
7,6
Scre
w[m
m²]
36,6
58
84
,3
157
245
Mom
ent o
f re
sist
ance
W HI
S-(R
)N
[mm
³] 14
5 43
0 84
0 15
95
1543
Sc
rew
[m
m³]
31,2
62
,3
109
277
541
Mat
eria
l qua
lity
Part
Mat
eria
l In
tern
al th
read
ed s
leev
e a)
HIS
-NC
-ste
el 1
.071
8, E
N 1
0277
-3S
teel
gal
vani
zed
5m
EN
ISO
404
2 In
tern
al th
read
ed s
leev
e a)
HIS
-RN
Sta
inle
ss s
teel
1.4
401
and
1.45
71 E
N 1
0088
a)
rela
ted
fast
enin
g sc
rew
: stre
ngth
cla
ss 8
.8 E
N IS
O 8
98-1
, A5
> 8%
Duc
tile
st
eel g
alva
nize
d 5
m E
N IS
O 4
042
b)
rela
ted
fast
enin
g sc
rew
: stre
ngth
cla
ss 7
0 E
N IS
O 3
506-
1, A
5 >
8% D
uctil
e
stai
nles
s st
eel 1
.440
1; 1
.440
4; 1
.457
8; 1
.457
1; 1
.443
9; 1
.436
2 E
N 1
0088
Anc
hor d
imen
sion
s A
ncho
r siz
e In
tern
al th
read
ed s
leev
e H
IS-N
/ H
IS-R
NM
8x90
M10
x110
M12
x125
M16
x170
M20
x205
Em
bedm
ent d
epth
h
ef
[mm
] 80
90
11
0 12
5 17
0
Setti
ngin
stal
latio
n eq
uipm
ent
Anc
hor s
ize
M8x
90M
10x1
10M
12x1
25M
16x1
70M
20x2
05R
otar
y ha
mm
er
TE 2
– T
E 1
6 TE
40
– TE
70
Oth
er to
ols
com
pres
sed
air g
un o
r blo
w o
ut p
ump,
set
of c
lean
ing
brus
hes,
dis
pens
er
Hilt
i HIT
-HY
150
with
HIS
-(R)N
2 / 2
011
281
Setti
ng in
stru
ctio
n
Dry
and
wat
er-s
atur
ated
con
cret
e, h
amm
er d
rillin
g
a) b)
a) N
ote:
Man
ual c
lean
ing
for H
IS-(R
)N M
8 an
d H
IS-(R
)N M
10 o
nly!
b)
Not
e: E
xten
sion
and
pis
ton
plug
nee
ded
for o
verh
ead
inst
alla
tion!
For d
etai
led
info
rmat
ion
on in
stal
latio
n se
e in
stru
ctio
n fo
r use
giv
en w
ith th
e pa
ckag
e of
the
prod
uct.
Not
e: D
iam
ond
core
d ho
le is
not
sui
tabl
e fo
r Hilt
i HY
-150
, ple
ase
use
Hilt
i RE
500.
Page 25 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
IS-(R
)N
2 / 2
011
282
Wor
king
tim
e, C
urin
g tim
e Te
mpe
ratu
reof
the
base
mat
eria
l TB
M
Wor
king
tim
e t g
el
Cur
ing
time
t cur
ea)
-5
°C
T
BM
0
°C
90
min
9 h
0 °C
T
BM
5
°C
45 m
in
4,
5 h
5 °C
T
BM
10
°C
20
min
2 h
10 °
C
TB
M 2
0 °C
6 m
in
90
min
20 °
C
TB
M 3
0 °C
4 m
in
50
min
30 °
C
TB
M 4
0 °C
2 m
in
40
min
a)
The
cur
ing
time
data
are
val
id f
or d
ry a
ncho
rage
bas
e on
ly.
For
wat
er s
atur
ated
anc
hora
ge b
ases
the
cur
ing
times
mus
t be
doub
led.
Setti
ng d
etai
ls
d0
h S
df
Bor
e ho
le d
epth
h0 =
Em
bedm
ent d
epth
hef
d
Hilt
i HIT
-HY
150
with
HIS
-(R)N
2 / 2
011
283
Anc
hor s
ize
M8x
90M
10x1
10M
12x1
25M
16x1
70M
20x2
05N
omin
al d
iam
eter
of
drill
bit
d 0
[mm
] 14
18
22
28
32
Dia
met
er o
f ele
men
t d
[mm
] 12
,5
16,5
20
,5
25,4
27
,6
Effe
ctiv
e an
chor
age
and
drill
hole
dep
thh e
f [m
m]
90
110
125
170
205
Min
imum
bas
e m
ater
ial t
hick
ness
h min
[mm
] 12
0 15
0 17
0 23
0 27
0
Dia
met
er o
f cle
aran
ce
hole
in th
e fix
ture
d f[m
m]
9 12
14
18
22
Thre
ad e
ngag
emen
t le
ngth
; min
- m
ax
h s
[mm
] 8-
20
10-2
5 12
-30
16-4
0 20
-50
Torq
ue m
omen
t a)
T max
[N
m]
10
20
40
80
150
Min
imum
spa
cing
s m
in[m
m]
40
45
55
65
90
Min
imum
edg
e di
stan
cec m
in[m
m]
40
45
55
65
90
Crit
ical
spa
cing
fo
r spl
ittin
g fa
ilure
s c
r,sp
[mm
] 2
c cr,s
p
Crit
ical
edg
e di
stan
ce
for s
plitt
ing
failu
re b)
c cr,s
p [m
m]
1,
0h e
f fo
r h /
h ef
2,0
4,
6 h e
f- 1
,8 h
for 2
,0 >
h /
h ef >
1,3
:
2,
26 h
ef
for h
/ h e
f 1
,3:
Crit
ical
spa
cing
for
conc
rete
con
e fa
ilure
s c
r,N
[mm
] 2
c cr,N
Crit
ical
edg
e di
stan
ce
for c
oncr
ete
cone
fa
ilure
c)
c cr,N
[mm
]1,
5 h e
f
For s
paci
ng (o
r edg
e di
stan
ce) s
mal
ler t
han
criti
cal s
paci
ng (o
r crit
ical
edg
e di
stan
ce) t
he d
esig
n lo
ads
have
to b
e re
duce
d.
a)
Max
imum
rec
omm
ende
d to
rque
mom
ent
to a
void
spl
ittin
g fa
ilure
dur
ing
inst
alla
tion
with
min
imum
spa
cing
an
d/or
edg
e di
stan
ce.
b)
h: b
ase
mat
eria
l thi
ckne
ss (h
h
min),
h ef:
embe
dmen
t dep
th
c)
The
criti
cal e
dge
dist
ance
for c
oncr
ete
cone
failu
re d
epen
ds o
n th
e em
bedm
ent d
epth
hef a
nd th
e de
sign
bon
d re
sist
ance
. The
sim
plifi
ed fo
rmul
a gi
ven
in th
is ta
ble
is o
n th
e sa
ve s
ide.
Page 26 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
IS-(R
)N
2 / 2
011
284
Sim
plifi
ed d
esig
n m
etho
d S
impl
ified
ver
sion
of
the
desi
gn m
etho
d ac
cord
ing
ETA
G 0
01,
TR 0
29.
Des
ign
resi
stan
ce
acco
rdin
g da
ta g
iven
in E
TA-0
5/00
51, i
ssue
200
8-10
-22.
Influ
ence
of c
oncr
ete
stre
ngth
Influ
ence
of e
dge
dist
ance
Influ
ence
of s
paci
ng
V
alid
for
a g
roup
of
two
anch
ors.
(Th
e m
etho
d m
ay a
lso
be a
pplie
d fo
r an
chor
gro
ups
with
mor
e th
an t
wo
anch
ors
or m
ore
than
one
edg
e di
stan
ce.
The
influ
enci
ng f
acto
rs
mus
t th
en b
e co
nsid
ered
for
eac
h ed
ge d
ista
nce
and
spac
ing.
The
cal
cula
ted
desi
gn
load
s ar
e th
en o
n th
e sa
ve s
ide:
The
y w
ill be
low
er t
han
the
exac
t va
lues
acc
ordi
ng
ETA
G 0
01, T
R 0
29. T
o av
oid
this
, it i
s re
com
men
ded
to u
se th
e an
chor
des
ign
softw
are
PR
OFI
S a
ncho
r)
The
desi
gn m
etho
d is
bas
ed o
n th
e fo
llow
ing
sim
plifi
catio
n:
N
o di
ffere
nt lo
ads
are
actin
g on
indi
vidu
al a
ncho
rs (n
o ec
cent
ricity
) Th
e va
lues
are
val
id fo
r one
anc
hor.
For m
ore
com
plex
fast
enin
g ap
plic
atio
ns p
leas
e us
e th
e an
chor
des
ign
softw
are
PR
OFI
S A
ncho
r.
Tens
ion
load
ing
The
desi
gn te
nsile
resi
stan
ce is
the
low
er v
alue
of
- S
teel
resi
stan
ce:
NR
d,s
- C
ombi
ned
pull-
out a
nd c
oncr
ete
cone
resi
stan
ce:
N
Rd,
p =
N0 R
d,p
f B,p
f 1,N
f 2,N
f 3,N
f h,p
f re,
N
- C
oncr
ete
cone
resi
stan
ce:
NR
d,c
= N
0 Rd,
c f B
f 1,N
f 2,N
f 3,N
f h,N
f re,
N
-C
oncr
ete
split
ting
resi
stan
ce (o
nly
non-
crac
ked
conc
rete
):
NR
d,sp
= N
0 Rd,
c f B
f 1,s
p f 2
,sp
f 3,s
p f h
,N f r
e,N
Bas
ic d
esig
n te
nsile
resi
stan
ce
Des
ign
stee
l res
ista
nce
NR
d,s
Ms
1.4
3
Anc
hor s
ize
M8x
90M
10x1
10M
12x1
25M
16x1
70M
20x2
05
NR
d,s
HIS
-N
[kN
] 17
,5
30,7
44
,7
80,3
74
,1
HIS
-RN
[k
N]
13,9
21
,9
31,6
58
,8
69,2
Des
ign
com
bine
d pu
ll-ou
t and
con
cret
e co
ne re
sist
ance
NR
d,p =
N0 R
d,p
f B,p
f 1,N
f 2,N
f 3,N
f h,p
f re,
NM
p 1
.5
Anc
hor s
ize
M8x
90M
10x1
10M
12x1
25M
16x1
70M
20x2
05Em
bedm
ent d
epth
h
ef
[mm
] 90
110
125
170
205
N0 R
d,p
Tem
pera
ture
rang
e I
[kN
] 23
,3
26,7
40
,0
63,9
77
,8
N0 R
d,p
Tem
pera
ture
rang
e II
[kN
] 13
,3
20,0
26
,7
41,7
52
,8
N0 R
d,p
Tem
pera
ture
rang
e III
[k
N]
10,7
13
,3
20,0
27
,8
33,3
Hilt
i HIT
-HY
150
with
HIS
-(R)N
2 / 2
011
285
Des
ign
conc
rete
con
e re
sist
ance
NR
d,c =
N0 R
d,c
f B f 1
,N f 2
,N f 3
,N f h
,N f r
e,N
Des
ign
split
ting
resi
stan
ce N
Rd,
sp =
N0 R
d,c
f B f 1
,sp
f 2,s
p f 3
,sp
f h,
N f r
e,N
Mc
1.5
Anc
hor s
ize
M8
M10
M12
M16
M20
N0 R
d,c
[k
N]
28,7
38
,8
47,1
62
,2
82,3
Influ
enci
ng fa
ctor
s
Influ
ence
of c
oncr
ete
stre
ngth
on
com
bine
d pu
ll-ou
t and
con
cret
e co
ne re
sist
ance
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B,p =
(f c
k,cu
be/2
5N/m
m²)
0,15
a)
1,00
1,
03
1,06
1,
09
1,11
1,
13
1,14
a)
f ck
,cub
e = c
oncr
ete
com
pres
sive
stre
ngth
, mea
sure
d on
cub
es w
ith 1
50 m
m s
ide
leng
th
Influ
ence
of e
mbe
dmen
t dep
th o
n co
mbi
ned
pull-
out a
nd c
oncr
ete
cone
resi
stan
cef h
,p =
1
Influ
ence
of c
oncr
ete
stre
ngth
on
conc
rete
con
e re
sist
ance
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B =
(f c
k,cu
be/2
5N/m
m²)
0,5
a)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
a)
f ck,c
ube =
con
cret
e co
mpr
essi
ve s
treng
th, m
easu
red
on c
ubes
with
150
mm
sid
e le
ngth
b)
Fo
r des
ign
data
of f
ck,c
ube =
15
and
20, p
leas
e co
ntac
t Hilt
i tec
hnic
al a
dvis
ory
serv
ice
Influ
ence
of e
dge
dist
ance
a)
c/c c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
c/c c
r,sp
f 1,N =
0,
7 +
0,3
c/c c
r,N 1
0,
73
0,76
0,
79
0,82
0,
85
0,88
0,
91
0,94
0,
97
1 f 1,
sp =
0,
7 +
0,3
c/c c
r,sp
1
f 2,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
f 2,sp
=
0,5
(1 +
c/c
cr,s
p) 1
a)
Th
e ed
ge d
ista
nce
shal
l not
be
smal
ler
than
the
min
imum
edg
e di
stan
ce c
min. T
hese
influ
enci
ng fa
ctor
s m
ust
be c
onsi
dere
d fo
r eve
ry e
dge
dist
ance
sm
alle
r tha
n th
e cr
itica
l edg
e di
stan
ce.
Influ
ence
of a
ncho
r spa
cing
a)
s/s c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
s/s c
r,sp
f 3,N =
0,5
(1 +
s/s
cr,N
) 1
0,
55
0,60
0,
65
0,70
0,
75
0,80
0,
85
0,90
0,
95
1 f 3,
sp =
0,
5(1
+ s
/scr
,sp)
1
a)
The
anch
or s
paci
ng s
hall
not b
e sm
alle
r th
an th
e m
inim
um a
ncho
r sp
acin
g s m
in. T
his
influ
enci
ng fa
ctor
mus
t be
con
side
red
for e
very
anc
hor s
paci
ng.
Influ
ence
of e
mbe
dmen
t dep
th o
n co
ncre
te c
one
resi
stan
cef h
,N =
1
Page 27 Fen 2012
Hilt
i HIT
-HY
150
w
ith H
IS-(R
)N
2 / 2
011
286
Influ
ence
of r
einf
orce
men
th e
f [m
m]
4050
6070
8090
100
f re
,N =
0,
5 +
h ef/2
00m
m 1
0,7
a)
0,75
a)
0,8
a)
0,85
a)
0,9
a)
0,95
a)
1 a)
Thi
s fa
ctor
app
lies
only
for
den
se r
einf
orce
men
t. If
in t
he a
rea
of a
ncho
rage
the
re i
s re
info
rcem
ent
with
a
spac
ing
150
mm
(an
y di
amet
er)
or w
ith a
dia
met
er
10
mm
and
a s
paci
ng
100
mm
, the
n a
fact
or f r
e,N =
1
may
be
appl
ied.
Shea
r loa
ding
The
desi
gn s
hear
resi
stan
ce is
the
low
er v
alue
of
- S
teel
resi
stan
ce:
V Rd,
s
-C
oncr
ete
pryo
ut re
sist
ance
: V R
d,cp
= k
lo
wer
val
ue o
f NR
d,p
and
NR
d,c
- C
oncr
ete
edge
resi
stan
ce:
V Rd,
c =
V0 Rd,
c f B
f ß f
h f 4
f he
f f c
Bas
ic d
esig
n sh
ear r
esis
tanc
e
Des
ign
stee
l res
ista
nce
V Rd,
sM
s =
Vary
acc
ordi
ng to
ETA
Anc
hor s
ize
M8x
90M
10x1
10M
12x1
25M
16x1
70M
20x2
05
VR
d,s
HIS
-N
[kN
] 10
,4
18,4
26
,0
39,3
36
,7
HIS
-RN
[k
N]
8,3
12,8
19
,2
35,3
41
,5
Des
ign
conc
rete
pry
out r
esis
tanc
e V R
d,cp
= lo
wer
val
uea)
of k
N
Rd,
p and
k
NR
d,c
k =
2 fo
r hef
60
mm
a)
NR
d,p:
Des
ign
com
bine
d pu
ll-ou
t and
con
cret
e co
ne re
sist
ance
N
Rd,
c: D
esig
n co
ncre
te c
one
resi
stan
ce
Des
ign
conc
rete
edg
e re
sist
ance
VR
d,c
= V0 R
d,c
f B f ß
f h
f 4 f
hef
f cM
c =
1.5
Anc
hor s
ize
M8
M10
M12
M16
M20
Non
-cra
cked
con
cret
e V
0 Rd,
c [k
N]
12,4
19
,6
28,2
40
,2
46,2
Influ
enci
ng fa
ctor
s
Influ
ence
of c
oncr
ete
stre
ngth
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B =
(f c
k,cu
be/2
5N/m
m²)
1/2
a)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
a)
f ck,c
ube =
con
cret
e co
mpr
essi
ve s
treng
th, m
easu
red
on c
ubes
with
150
mm
sid
e le
ngth
b)
Fo
r des
ign
data
of f
ck,c
ube =
15
and
20, p
leas
e co
ntac
t Hilt
i tec
hnic
al a
dvis
ory
serv
ice
Hilt
i HIT
-HY
150
with
HIS
-(R)N
2 / 2
011
287
Influ
ence
of a
ngle
bet
wee
n lo
ad a
pplie
d an
d th
e di
rect
ion
perp
endi
cula
r to
the
free
edg
eA
ngle
ß
0°10
°20
°30
°40
°50
°60
°70
°80
° 9
0°
f1
1,01
1,
05
1,13
1,
24
1,40
1,
64
1,97
2,
32
2,50
Influ
ence
of b
ase
mat
eria
l thi
ckne
ssh/
c0,
150,
30,
450,
60,
750,
91,
051,
21,
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
Influ
ence
of a
ncho
r spa
cing
and
edg
e di
stan
ce a)
for c
oncr
ete
edge
resi
stan
ce: f
4f 4
= (c
/hef
)1,5
(1 +
s /
[3
c])
0,5
c/h e
fSi
ngle
anch
orG
roup
of t
wo
anch
ors
s/h e
f
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
10,3
55,
455,
725,
996,
276,
546,
817,
087,
367,
637,
908,
178,
458,
728,
999,
265,
0011
,18
5,87
6,
156,
43
6,71
6,
997,
277,
557,
838,
118,
398,
66
8,94
9,
229,
509,
785,
2512
,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
12,9
0 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) T
he a
ncho
r sp
acin
g an
d th
e ed
ge d
ista
nce
shal
l not
be
smal
ler
than
the
min
imum
anc
hor
spac
ing
s min a
nd th
e m
inim
um e
dge
dist
ance
cm
in.
Influ
ence
of e
mbe
dmen
t dep
thA
ncho
r siz
e M
8M
10M
12M
16M
20f h
ef =
1,38
1,
21
1,04
1,
22
1,45
Influ
ence
of e
dge
dist
ance
a)
c/d
46
810
1520
3040
f c =
(d /
c)0,
190,
77
0,71
0,
67
0,65
0,
60
0,57
0,
52
0,50
a)
The
edg
e di
stan
ce s
hall
not b
e sm
alle
r tha
n th
e m
inim
um e
dge
dist
ance
cm
in.
Com
bine
d te
nsio
n an
d sh
ear l
oadi
ng
For c
ombi
ned
tens
ion
and
shea
r loa
ding
see
sec
tion
“Anc
hor D
esig
n”.
Page 28 Fen 2012
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
Anchor Technology Setting Operation
5. Throw away (must) first 3 trigger pulls. Release dispenser to stop the grout flowing.
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 timeor gel time Curing time
(°C) twork/tgel tcure
-5 90min 6h0 45min 3h5 25min 1.5h
20 6min 50min30 4min 40min40 2min 30min
Page 30 Fen 2012
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
Anchor Technology Setting Operation
5. Throw away (must) first 3 trigger pulls. Release dispenser to stop the grout flowing.
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.
8. Fix the workpiece after the grout is cured.
Base material temperature
Working timeor gel time Curing time
(°C) twork/tgel tcure
-5 90min 6h0 45min 3h5 25min 1.5h
20 6min 50min30 4min 40min40 2min 30min
10
Page 32 Fen 2012
Page 33 Fen 2012
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Page 36 Fen 2012
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Page 39 Fen 2012
Page 40 Fen 2012
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Page 42 Fen 2012
Page 43 Fen 2012
Page 44 Fen 2012
Page 45 Fen 2012
Page 46 Fen 2012
Page 47 Fen 2012
Page 48 Fen 2012
Page 49 Fen 2012
Material Safety Data Sheet according to 91/155/EEC
Printing date: 30.11.2004Page 1 of 6
Company: Hilti
Phone: Telefax:
Product name: Hilti HIT-HY150
HIT-HY_150_MSDS_EN
Date of revision: July 24, 2000 Replaces edition of: March 02, 1999
1. Chemical product and company identification
Product name: Hilti HIT-HY150
Manufacturer: Hilti GmbH Hiltistrasse 6, D-86916 Kaufering Importer: Hilti
i Phone: Fax: Emergency telephone number:
2. Composition / Information on ingredientsAdhesive mortar, packaged in a 330-ml two-component foil pack
Adhesive mortar, packaged in an 1100-ml two-component plastic cartridge
Component A: Urethane methacrylate resin with inorganic filler contains 10-15 % hydroxypropyle methacrylate CAS-No.: 27813-02-1 (Xi: R 36, R43)
Component B: Dibenzoyl peroxide with inert filler as a paste contains 5-10% dibenzoyl peroxide CAS-No.: 94-36-0 (O; R7, Xi; R36, R43)
3. Hazard identification
Component A: Irritating to eyes. Skin contact may cause sensitization. Component B: Oxidizing. Skin contact may cause sensitization. Mixture A + B: Irritating to eyes. Skin contact may cause sensitization.
4. First - aid measures
Eyes: Immediately flush with plenty of water for at least 15 minutes. Get medical advice.Skin: Remove contaminated clothing. Wash with soap and water. Inhalation: Upon breathing in a higher quantity of vapor remove to fresh air. Get medical advice, if necessary. Ingestion: Rinse immediately, after that drink plenty of water. Get medical advice.
Page 50 Fen 2012
Material Safety Data Sheet according to 91/155/EEC
Printing date: 30.11.2004Page 2 of 6
Company: Hilti
Phone: Telefax:
Product name: Hilti HIT-HY150
HIT-HY_150_MSDS_EN
5. Fire-fighting measures
Extinguishing media: suitable: carbon dioxide, dry chemical, foam, water spray not to be used: --
Special fire-fighting procedures: In case of fire poisonous or irritating gas may be generated. Wear self-contained breathing apparatus and protective clothing. Medical attention is necessary for symptoms which obviously come from the inhalation of the combustion fumes.
Hazardous combustion products: COx, NOx, water, carbon
6. Accidental release measures
Personal precautions: Remove ignition scources. Ensure adequate ventilation or self-contained breathing apparatus. Avoid contact with eyes or skin.
Environmental precautions: Keep away from drains, surface-water, ground-water, and soil.
Cleaning procedures: Take up by mechanical means. Remove remainder with solvent or liquid-binding material. Disposal according to local regulations.
7. Handling and storage
7.1 Handling: Avoid contact with skin, eyes and clothing. Observe expiry date on connection of foilpack or label on cartridge.
7.2 Storage: Store in original packing in a cool (+5°C to +25°C) and dark place.
Keep away from direct sunlight.
Page 51 Fen 2012
Material Safety Data Sheet according to 91/155/EEC
Printing date: 30.11.2004Page 3 of 6
Company: Hilti
Phone: Telefax:
Product name: Hilti HIT-HY150
HIT-HY_150_MSDS_EN
8. Exposure control and personal protection
Respiratory protection: -- Eye protection: safety glasses Hand protction: chemical resistent gloves,
e.g. nitril-coated cotton gloves Other: protective work clothing
Industrial hygiene: Do not breathe vapour. Avoid contact with eyes and skin. Remove soiled or soaked
clothing at once. Upon skin contact, clean with a mild cleanser (polyethyleneglycole) then wash with soap and water. Use a handcream.
9. Physical and chemical properties
Form: paste Colour: grey Odour: like ester
Changes in condition: component A:polymerisation > 110°C component B:decomposition temperature dibenzoyl peroxide >50°C
Density: Density [g/cm3] (°C) 1,7 (20) Bulk density [kg/cm3] not applicable
Vapour pressure [mbar] (°C) component A: < 0,1 (20)
Viskosity: component B: not relevant
Viscosity [Pa s] (°C) about 70 (23) DIN 53 015 Efflux time 4 mm nozzle [s] above 20 (23) DIN 53 211 Efflux time 8 mm nozzle [s] ---
Solubility [g/l] (°C): in water component A: insoluble
component B: insoluble in Organic solvents
pH-value ( g/l H2O;°C): Component A: not relevant component B: 6 (pure)
Page 52 Fen 2012
Material Safety Data Sheet according to 91/155/EEC
Printing date: 30.11.2004Page 4 of 6
Company: Hilti
Phone: Telefax:
Product name: Hilti HIT-HY150
HIT-HY_150_MSDS_EN
Flash point [°C]: component A: >100 component B: not relevant
DIN 53 213
Ignition temperature [°C]: not determined DIN 51 794
Explosive limit [vol%]: lower: not determined upper: not determined
Thermic decomposition [°C] component B: decomposition temperature (SADT)dibenzoyl peroxide>80°C
Autoignition temperature [°C]:
Component B: > 400°C ASTM D 2155
10. Stability and reactivity
Conditions to avoid: At high storage temperature, in component B the dibenzoylperoxide will start decomposing and the generated carbon dioxide will cause the foil-pack to swell. Thus the foilpack will become unserviceable.
Materials to avoid: None
Hazardous decomposition products: None, if used in the intended purpose.
11. Toxicological information
The classification takes place according to the determination process in 88/379/EEC. Local contact with eyes causes irritation. Local contact with skin may cause sensitization. (Dibenzoyl peroxide and hydroxypropyle methacrylate)
12. Ecological information
Keep away from drains, surface-water, ground-water and soil. Class of risk for water: 2
Page 53 Fen 2012
Material Safety Data Sheet according to 91/155/EEC
Printing date: 30.11.2004Page 5 of 6
Company: Hilti
Phone: Telefax:
Product name: Hilti HIT-HY150
HIT-HY_150_MSDS_EN
13. Disposal considerationsOur product packaging bears the „Green Spot“ Emptied containers can be disposed of via the Dual System in Germany (yellow bin).Full or partly emptied containers, whose contents have become unusable, e.g. expiry date exceeded or container damaged, must be collected separately and disposed of as special waste, while observiong the respective authorities‘ regulations.Kind of waste: (EC Directive 93/259/EEC part 2) On handling over small quantities to communal / municipal collection points:EAK-No. 200112 ( ........adhesives and sythetik resins) Disposal of large quantities via disposal companies: EAK-No. 080402 (old adhesives and sealants containing no halogenated solvents) Recommandation to avoid special waste: Dispense contents of unusable containers through the static mixer in the proper way. The cured adhesive is inert and may be disposed of in remaining waste. The empty packaging can be put in the „Yellow bin“.
14. Transport informationGGVSee/IMDG-Code: --GGVE/GGVS: --UN-Nr.: --RID/ADR: --ICAO/IATA/DGR: --ADNR: --
No dangerous good in the meaning of the above regulations.
15. Regulatory informationClassification according to guidelines 67/548 EEC and 88/379 EEC as well as to their supplements.HIT is an oxidizing and irritating preparation. Observe the usual precautionary measures for handling chemicals.
Labelling:
Symbols:Danger identification Xi, irritant O , oxidizing
contains dibenzoyl peroxide, hydroxypropyle methacrylate
Page 54 Fen 2012
Material Safety Data Sheet according to 91/155/EEC
Printing date: 30.11.2004Page 6 of 6
Company: Hilti
Phone: Telefax:
Product name: Hilti HIT-HY150
HIT-HY_150_MSDS_EN
Risk-phrases:R 36 Irritating to eyes.
R43 May cause sensitization by skin contact.
Safety phrases: S3 Keep in a cool place.
S37/39 Wear suitable gloves and eye protection.
S26 In case of contact with eyes, rinse immediately with plenty of water and seek medical advice.
S28 After contact with skin, wash immediately with plenty of soap and water.
Further information: Observe: Council Directive 94/33/EC of 22 June 1994 on the protection of young people at work § 2 and / or(DE) children and young persons act § 22, § 29
16. Other information
Body issuing data sheet: Hilti Entwicklung Elektrowerkzeuge GmbH Hiltistrasse 26 D-86916 Kaufering Tel: 0049 8191 906310
All information and recommendation contained herein are based upon data believed to be correct. However, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided.
Page 55 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference04-Apr-11
40548 09-10 Galaxy Mega Resort YUEAN (MACAU) ENGINEERING CO LTD
Injectable mortar HIT-HY 150 500/2 cable bracket / tray / trucking fixing
40264 09-10 Hennessy Center Redevelopment REX DECORATION LTD Injectable mortar HIT-HY 150 330/2 rebar fastening
40411 09-10 SHK Development, Tseung Kwan O (Area 56)
LIK KWAN ENGINEERING CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
40555 09-10 Hotel Grand Lisboa Development UNICON ENGINEERING LTD Injectable mortar HIT-HY 150 500/2 machine fixing
40903 09-10 KCRC Tai Wai Depot PAUL Y. BUILDERS LIMITED Injectable mortar HIT-HY 150 500/2 rebar fastening
40601 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GENYIELD CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
40670 09-10 Pak Shek Kok Development CHUN WAH CONSTRUCTION AND
Injectable mortar HIT-HY 150 500/2 road barrier
40671 09-10 SHK Development, Tseung Kwan O (Area 56)
ORIENTFUNDS PRECAST LTD Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
40737 09-10 Galaxy Mega Resort CREATOR'S METAL & GLASS ENG (MACAU)
Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
40745 09-10 Galaxy Mega Resort CREATOR'S METAL & GLASS ENG (MACAU)
Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
40755 09-10 Galaxy Mega Resort KARIPAK ENGINEERING & MATERIAL
Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
40809 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
ASIA LANDSCAPING (MACAO) LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
40109 05-10 The Venetian Casino Resort (Parcel 1) PREMIER INTERIOR LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
40081 05-10 Galaxy Mega Resort L & L DIGITAL TECHNOLOGY CO. LTD
Injectable mortar HIT-HY 150 500/2 electrical services fixing
40071 05-10 MTR West Island Line GAMMON CONSTRUCTION LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference04-Apr-11
40112 05-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
CONSTRUCOES E OBRAS PUBLICAS
Injectable mortar HIT-HY 150 500/2 rebar fastening
40001 04-10 Galaxy Mega Resort MERCURIO SERVICOS DE ENGENHARIA
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
39917 03-10 SHK, Tuen Mun Station (TMTL 447) MAEDA-CREC-SELI-JOINT VENTURE
Injectable mortar HIT-HY 150 330/2 rebar fastening
39776 02-10 Tung Ying Re-development, Nathan Road
REX DECORATION LTD Injectable mortar HIT-HY 150 500/2 catch fence fixing
39650 01-10 PTM Projects - China State TEAMBO ENGINEERING LTD Injectable mortar HIT-HY 150 500/2 catch fence fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2
Hotline : 8228 8118 Fax : 29541751Page 56 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference24-Feb-10
39575 12-09 PTM Projects - Yau Lee HUNG'S ENG CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
39457 11-09 Wynn Macau Casino KPA ENGINEERING LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
39322 10-09 City of Dreams Resort SUCCESS BASE ENGINEERING (MACAU)
Injectable mortar HIT-HY 150 500/2 decoration fixing
39248 10-09 PTM Projects - Sun Hung Kai XIN-YI (HONG KONG) LTD Injectable mortar HIT-HY 150 500/2 window fixing
39170 10-09 PTM Projects - Hip Hing PENTA-OCEAN CONST CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
39140 10-09 KCRC Tai Wai Depot HANG TAK ENGINEERING CO LTD
Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
39049 09-09 Galaxy Mega Resort MACAO JIANGHE CURTAIN-WALL ENG
Injectable mortar HIT-HY 150 500/2 window fixing
39010 09-09 PTM Projects - China State EAST GAIN METAL WORKS MACHINERY CO.
Injectable mortar HIT-HY 150 500/2 metal gate fixing
38569 08-09 City of Dreams Resort LAI HENG KONG CHENG Injectable mortar HIT-HY 150 500/2 decoration fixing
38793 08-09 Wynn Macau Casino ENGENHARIA HUNG YIP Injectable mortar HIT-HY 150 500/2 steel hanger fixing
38720 08-09 Lohas Park Phase 1 & Phase 2 ABLE ENG CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
38722 08-09 Airport CHEER MAX ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
38268 07-09 City of Dreams Resort PAT DAVIE (MACAU) LIMITED Injectable mortar HIT-HY 150 500/2 decoration fixing
38480 07-09 Four Seasons Hotel, Macau (Parcel 2) ARTSCAPES (FAR EAST) LIMITED
Injectable mortar HIT-HY 150 500/2 rebar fastening
38342 07-09 Union Square 7, Kowloon Station KEIO ENGINEERING CO LTD Injectable mortar HIT-HY 150 500/2 electrical services fixing
38056 06-09 KCRC Tai Wai Depot SI-O ENGINEERING CO LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
38131 06-09 Airport D K ENG LTD Injectable mortar HIT-HY 150 500/2 gondola fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference24-Feb-10
38205 06-09 The Venetian Casino Resort (Parcel 1) ARTSCAPES (FAR EAST) LIMITED
Injectable mortar HIT-HY 150 500/2 block work fixing
38135 06-09 Airport LEE WO CONSTRUCTION ENG CO LTD
Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
37953 05-09 City of Dreams Resort TONG KEE ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 glass fencing / balustrade fixing
37841 05-09 City of Dreams Resort KOON FUNG ENGINEERING COMPANY
Injectable mortar HIT-HY 150 500/2 hand rail fixing
37818 05-09 PTM Projects - Hip Hing CHUEN KEE CONST CO LTD Injectable mortar HIT-HY 150 500/2 glass rail fixing
37794 05-09 City of Dreams Resort COMPANHIA PIU HENG LONG (MACAU) LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
37965 05-09 Four Seasons Hotel, Macau (Parcel 2) ARTSCAPES (FAR EAST) LIMITED
Injectable mortar HIT-HY 150 500/2 metal gate fixing
37738 05-09 PTM Projects - Gammon KPA ENGINEERING LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
37682 04-09 Galaxy Star World Hotel, Macau DECORACAO CHEONG KONG Meinhardt Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
37654 04-09 City of Dreams Resort DDL CONTRACTING (MACAU) LTD
Injectable mortar HIT-HY 150 500/2 overhead line fixing
37335 03-09 PTM Projects - Gammon G & M ENG CO LTD Injectable mortar HIT-HY 150 500/2 glass rail fixing
37130 03-09 City of Dreams Resort ARS TELECOM LIMITED Injectable mortar HIT-HY 150 500/2 metal fixing
37131 03-09 City of Dreams Resort BIWATER MAN LEE LTD Injectable mortar HIT-HY 150 500/2 metal fixing
37172 03-09 Four Seasons Hotel, Macau (Parcel 2) APGRC (MACAU) LIMITED Injectable mortar HIT-HY 150 500/2 steel bracket fixing
37209 03-09 PTM Projects - Hsin Chong HOP HING IRON WRK&CONST CO LTD
Injectable mortar HIT-HY 150 500/2 steel hanger fixing
37223 03-09 City of Dreams Resort LUEN YICK TAI CONSTRUCTION (MACAU)
Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2
Hotline : 8228 8118Page 57 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference24-Feb-10
37413 03-09 City of Dreams Resort ARS TELECOM LIMITED Injectable mortar HIT-HY 150 500/2 broadband equipment fixing
37155 03-09 Oceanus Entertainment Complex MERCURIO SERVICOS DE ENGENHARIA
Injectable mortar HIT-HY 150 500/2 rebar fastening
36960 02-09 City of Dreams Resort TONG KEE ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 hanger fixing
36974 02-09 PTM Projects - Sun Hung Kai HANG CHUN METAL WORKS LTD.
Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
36904 02-09 Four Seasons Hotel, Macau (Parcel 2) YUANDA ALUMINIUM INDUSTRY
Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
36900 02-09 One Central Macau URC - PROJECTS MANAGEMENT (MACAU),
Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
36884 02-09 One Central Macau OFIC FERRAGENS OU SON Injectable mortar HIT-HY 150 500/2 glass fencing / balustrade fixing
36878 02-09 City of Dreams Resort TONG KEE ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
36649 01-09 PTM Projects - Sun Hung Kai HANG CHUN METAL WORKS LTD.
Injectable mortar HIT-HY 150 330/2 cladding / pre-cast panel fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 3
Hotline : 8228 8118 Fax : 29541751
Page 58 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
33739 12-08 Wynn Macau Casino Leighton-China State Joint Venture
Injectable mortar HIT-HY 150 500/2 rebar fastening
33363 12-08 PTM Projects - Sun Hung Kai SANFIELD BLDG CONTRACTOR
Injectable mortar HIT-HY 150 500/2 rebar fastening
33939 12-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
33354 12-08 PTM Projects - Hsin Chong HSIN CHONG CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
33978 12-08 KCRC Tai Wai Depot CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
33970 12-08 PTM Projects - Shui On SHUI ON BUILDING CONTRACTORS LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
33567 12-08 PTM Projects - Hanison HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
33784 12-08 Airport AMEN CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
33871 12-08 City of Dreams Resort VAFORD CONTRACTING CO LTD
Injectable mortar HIT-HY 150 500/2 block work fixing
33609 12-08 City of Dreams Resort ENGENHARIA HUNG YIP Injectable mortar HIT-HY 150 500/2 hand rail fixing
33795 12-08 Airport IHI (HK) LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32481 11-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
32185 11-08 One Grantai HOBBS CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32463 11-08 Lohas Park Phase 1 & Phase 2 ABLE ENG CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32546 11-08 City of Dreams Resort ENGENHARIA HUNG YIP Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32474 11-08 Airport HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
32879 11-08 PTM Projects - E-man HINGSKING BLDG MAT'L & ENG LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
31980 11-08 PTM Projects - Sun Hung Kai ASIA ROCK ART LTD Injectable mortar HIT-HY 150 500/2 decoration fixing
32297 11-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32290 11-08 PTM Projects - Sun Hung Kai SANFIELD BLDG CONTRACTOR
Injectable mortar HIT-HY 150 500/2 rebar fastening
31994 11-08 PTM Projects - Gammon REX DECORATION LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32612 11-08 One Central Macau PERMASTEELISA MACAU LIMITED
Injectable mortar HIT-HY 150 500/2 curtain wall fixing
32141 11-08 MGM Grand Macau NGAN KUI ENGINEERING LIMITED
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32730 11-08 Airport AMEN CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
32094 11-08 City of Dreams Resort RAYBO ENG CO LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32982 11-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
IU HO CONST. ENG. CO. LTD. Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
32866 11-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
31970 11-08 PTM Projects - China State ASIA ROCK ART LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32396 11-08 Airport GOLD POWER ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
32283 11-08 PTM Projects - Hsin Chong HSIN CHONG CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32664 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GOLDENWALL ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2
Hotline : 8228 8118 Fax : 29541751Page 59 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
32675 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
REX ENGINEERING (MACAU) LTD
Injectable mortar HIT-HY 150 500/2 glass fencing / balustrade fixing
32513 11-08 PTM Projects - Hanison HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32892 11-08 PTM Projects - Paul Y PAUL Y. GENERAL CONTRACTORS LIMITED
Injectable mortar HIT-HY 150 500/2 rebar fastening
32407 11-08 PTM Projects - Hip Hing HOP HING CONST & ENG CO Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32910 11-08 KCRC CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
32521 11-08 PTM Projects - Hip Hing BRIGHT LINK ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
32903 11-08 PTM Projects - Shui On SHUI ON BUILDING CONTRACTORS
Injectable mortar HIT-HY 150 500/2 rebar fastening
31748 10-08 PTM Projects - Shui On SHUI ON BUILDING CONTRACTORS
Injectable mortar HIT-HY 150 500/2 rebar fastening
30964 10-08 MGM Grand Macau NGAN KUI ENGINEERING LIMITED
Injectable mortar HIT-HY 150 500/2 rebar fastening
31242 10-08 Airport GOLD POWER ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
31329 10-08 PTM Projects - Hanison HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
31121 10-08 PTM Projects - Hip Hing BARBICAN CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
31783 10-08 City of Dreams Resort COMPANHIA DE OBRAS DE CONSTRUCAO
Injectable mortar HIT-HY 150 500/2 metal gate fixing
31705 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
VAFORD CONTRACTING CO LTD
Injectable mortar HIT-HY 150 500/2 hand rail fixing
31133 10-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 3
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
31485 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
HINGSKING BLDG MAT'L & ENG LTD
Injectable mortar HIT-HY 150 500/2 curtain wall fixing
31508 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
REX ENGINEERING (MACAU) LTD
Injectable mortar HIT-HY 150 500/2 glass fencing / balustrade fixing
31721 10-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
31128 10-08 PTM Projects - Sun Hung Kai SANFIELD BLDG CONTRACTOR
Injectable mortar HIT-HY 150 500/2 rebar fastening
31676 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GREAT HARVEST CONSTRUCTION LIMITED
Injectable mortar HIT-HY 150 500/2 rebar fastening
31943 10-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
IU HO CONST. ENG. CO. LTD. Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
31146 10-08 PTM Projects - E-man S'WAH ENGINEERING CO LTD Injectable mortar HIT-HY 150 500/2 pipe ring fixing
31120 10-08 PTM Projects - E-man E.MAN CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
31960 10-08 PTM Projects - Sun Hung Kai KIN LUEN CONSTRUCTION ENGINEERING
Injectable mortar HIT-HY 150 500/2 rebar fastening
31549 10-08 Airport IHI (HK) LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
29765 09-08 City of Dreams Resort D K ENG LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
29852 09-08 One Grantai HOBBS CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
29676 09-08 PTM Projects - China State ASIA ROCK ART LTD Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
30771 09-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
IU HO CONST. ENG. CO. LTD. Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
30572 09-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 4
Hotline : 8228 8118 Fax : 29541751Page 60 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
33739 12-08 Wynn Macau Casino Leighton-China State Joint Venture
Injectable mortar HIT-HY 150 500/2 rebar fastening
33363 12-08 PTM Projects - Sun Hung Kai SANFIELD BLDG CONTRACTOR
Injectable mortar HIT-HY 150 500/2 rebar fastening
33939 12-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
33354 12-08 PTM Projects - Hsin Chong HSIN CHONG CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
33978 12-08 KCRC Tai Wai Depot CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
33970 12-08 PTM Projects - Shui On SHUI ON BUILDING CONTRACTORS LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
33567 12-08 PTM Projects - Hanison HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
33784 12-08 Airport AMEN CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
33871 12-08 City of Dreams Resort VAFORD CONTRACTING CO LTD
Injectable mortar HIT-HY 150 500/2 block work fixing
33609 12-08 City of Dreams Resort ENGENHARIA HUNG YIP Injectable mortar HIT-HY 150 500/2 hand rail fixing
33795 12-08 Airport IHI (HK) LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32481 11-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
32185 11-08 One Grantai HOBBS CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32463 11-08 Lohas Park Phase 1 & Phase 2 ABLE ENG CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32546 11-08 City of Dreams Resort ENGENHARIA HUNG YIP Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32474 11-08 Airport HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
32879 11-08 PTM Projects - E-man HINGSKING BLDG MAT'L & ENG LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
31980 11-08 PTM Projects - Sun Hung Kai ASIA ROCK ART LTD Injectable mortar HIT-HY 150 500/2 decoration fixing
32297 11-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32290 11-08 PTM Projects - Sun Hung Kai SANFIELD BLDG CONTRACTOR
Injectable mortar HIT-HY 150 500/2 rebar fastening
31994 11-08 PTM Projects - Gammon REX DECORATION LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32612 11-08 One Central Macau PERMASTEELISA MACAU LIMITED
Injectable mortar HIT-HY 150 500/2 curtain wall fixing
32141 11-08 MGM Grand Macau NGAN KUI ENGINEERING LIMITED
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32730 11-08 Airport AMEN CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
32094 11-08 City of Dreams Resort RAYBO ENG CO LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32982 11-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
IU HO CONST. ENG. CO. LTD. Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
32866 11-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
31970 11-08 PTM Projects - China State ASIA ROCK ART LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
32396 11-08 Airport GOLD POWER ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
32283 11-08 PTM Projects - Hsin Chong HSIN CHONG CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
32664 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GOLDENWALL ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong.2
Hotline : 8228 8118 Fax : 29541751Page 61 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
28075 07-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
27707 07-08 MGM Grand Macau NGAN KUI ENGINEERING LIMITED
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
27868 07-08 PTM Projects - Sun Hung Kai SANFIELD BLDG CONTRACTOR
Injectable mortar HIT-HY 150 500/2 rebar fastening
28294 07-08 Airport AMEN CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
26978 06-08 PTM Projects - E-man WINLOAD CONST ENG CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
27238 06-08 City of Dreams Resort ASTEL (MACAO) LIMITED Injectable mortar HIT-HY 150 500/2 machine fixing
27317 06-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GREAT HARVEST CONSTRUCTION LIMITED
Injectable mortar HIT-HY 150 500/2 rebar fastening
27123 06-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
Gammon Bldg Constr (Macau) Ltd
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
27356 06-08 PTM Projects - Hip Hing BRIGHT LINK ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
27234 06-08 Lai Chi Kok Viaduct (HY/2003/01) TUNG YAT CONSTRUCTION CO LTD
Maunsell Hyder JV Injectable mortar HIT-HY 150 500/2 rebar fastening
27090 06-08 One Central Macau PERMASTEELISA MACAU LIMITED
Injectable mortar HIT-HY 150 500/2 window fixing
27013 06-08 PTM Projects - Hanison HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
26996 06-08 Dream City Phase 1 ABLE ENG CO LTD W & O / Mott Connell / PBA Injectable mortar HIT-HY 150 500/2 rebar fastening
26995 06-08 Lohas Park Phase 1 & Phase 2 ABLE ENG CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
27003 06-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 7
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
27153 06-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
LEADER INTERNATIONAL ENG LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
27037 06-08 Le Royal Arc GOLDEN RESOURCE ENG. LTD.
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
27206 06-08 Airport AMEN CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
27442 06-08 Four Seasons Hotel, Macau (Parcel 2) APGRC (MACAU) LIMITED Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
27217 06-08 PTM Projects - Sun Hung Kai G & M ENG CO LTD Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
26856 06-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
26893 06-08 PTM Projects - Sun Hung Kai S'WAH ENGINEERING CO LTD Injectable mortar HIT-HY 150 500/2 pipe ring fixing
27108 06-08 The Venetian Casino Resort (Parcel 1) MAYSHING ASIA LIMITED Injectable mortar HIT-HY 150 500/2 steel bracket fixing
27530 06-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
IU HO CONST. ENG. CO. LTD. Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
27111 06-08 Four Seasons Hotel, Macau (Parcel 2) ASIA ROCK ART LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
26582 06-08 KCRC AH NGAU ENG LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
27363 06-08 PTM Projects - Paul Y PAUL Y. CONSTRUCTION & ENGINEERING
Injectable mortar HIT-HY 150 500/2 rebar fastening
27361 06-08 PTM Projects - Paul Y PAUL Y. BUILDERS LIMITED Injectable mortar HIT-HY 150 500/2 rebar fastening
26270 05-08 City of Dreams Resort SITU-MINSANG ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 block work fixing
26038 05-08 PTM Projects - Hanison HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
26065 05-08 Le Royal Arc GOLDEN RESOURCE ENG. LTD.
Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 8
Hotline : 8228 8118 Fax : 29541751Page 62 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
26256 05-08 City of Dreams Resort ASTEL (MACAO) LIMITED Injectable mortar HIT-HY 150 500/2 machine fixing
25508 05-08 PTM Projects - Paul Y YING WAH CONSTRUCTION LTD.
Injectable mortar HIT-HY 150 500/2 rebar fastening
26106 05-08 One Central Macau HING WAH CONSTRUCTION COMPANY LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
25527 05-08 PTM Projects - Hip Hing INKA LIMITED Injectable mortar HIT-HY 150 500/2 steel bracket fixing
26250 05-08 Lai Chi Kok Viaduct (HY/2003/01) TUNG YAT CONSTRUCTION CO LTD
Maunsell Hyder JV Injectable mortar HIT-HY 150 500/2 rebar fastening
26339 05-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
COMPANHIA DE OBRAS KUONG NGA
Injectable mortar HIT-HY 150 500/2 block work fixing
25933 05-08 PTM Projects - Sun Hung Kai PERMASTEELISA HONG KONG LTD
Injectable mortar HIT-HY 150 500/2 curtain wall fixing
26224 05-08 Airport GOLDENWALL ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 glass rail fixing
25870 05-08 PTM Projects - Sun Hung Kai S'WAH ENGINEERING CO LTD Injectable mortar HIT-HY 150 500/2 pipe ring fixing
26195 05-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
SUN FOOK KONG - KUN FAI ENGINEERING
Injectable mortar HIT-HY 150 330/2 rebar fastening
26153 05-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
Gammon Bldg Constr (Macau) Ltd
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
26017 05-08 Lohas Park Phase 1 & Phase 2 ABLE ENG CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
25832 05-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
26492 05-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
CHOI NAM KEE (MACAU) CONSTRUCTION
Injectable mortar HIT-HY 150 500/2 reinforcement for block wall system
25970 05-08 PTM Projects - E-man FAT CHEONG CONST CO LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 9
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
25810 05-08 PTM Projects - E-man E.MAN CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
25825 05-08 PTM Projects - Sun Hung Kai SANFIELD BLDG CONTRACTOR
Injectable mortar HIT-HY 150 500/2 rebar fastening
26037 05-08 PTM Projects - China State CHINA STATE CONSTRUCTION ENGRG(HK)
Injectable mortar HIT-HY 150 500/2 rebar fastening
26026 05-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
26177 05-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
LEADER INTERNATIONAL ENG LTD
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
26469 05-08 Four Seasons Hotel, Macau (Parcel 2) APGRC (MACAU) LIMITED Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
26341 05-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GREAT HARVEST CONSTRUCTION LIMITED
Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
23878 04-08 Lohas Park Phase 1 & Phase 2 ABLE ENG CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
24393 04-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
IU HO CONST. ENG. CO. LTD. Injectable mortar HIT-HY 150 500/2 block work fixing
24038 04-08 Airport AMEN CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
23786 04-08 PTM Projects - Hip Hing HOP HING CONST & ENG CO Injectable mortar HIT-HY 150 500/2 steel bracket fixing
23628 04-08 Airport GAMMON CONSTRUCTION LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
23692 04-08 Airport RICHWELL ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 Plumbing works fixing
23636 04-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
LINK 200 JOINT VENTURE Injectable mortar HIT-HY 150 500/2 rebar fastening
23944 04-08 The Venetian Casino Resort (Parcel 1) PAK KAI ENG CO Injectable mortar HIT-HY 150 500/2 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 10
Hotline : 8228 8118 Fax : 29541751Page 63 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
23987 04-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
Gammon Bldg Constr (Macau) Ltd
Injectable mortar HIT-HY 150 500/2 structural steel / I-beam fixing
24287 04-08 Four Seasons Hotel, Macau (Parcel 2) APGRC (MACAU) LIMITED Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
23985 04-08 Four Seasons Hotel, Macau (Parcel 2) WUI FAI ENG CO LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
24346 04-08 The Venetian Casino Resort (Parcel 1) VENETIAN MACAU LIMITED Injectable mortar HIT-HY 150 500/2 steel bracket fixing
24189 04-08 PTM Projects - Hip Hing BRIGHT LINK ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
24250 04-08 City of Dreams Resort SAN IO WA CONSTRUCTION Injectable mortar HIT-HY 150 500/2 rebar fastening
24077 04-08 City of Dreams Resort ASTEL (MACAO) LIMITED Injectable mortar HIT-HY 150 500/2 machine fixing
24231 04-08 City of Dreams Resort KEE YIU ENGINEERING LIMITED
Injectable mortar HIT-HY 150 330/2 rebar fastening
24232 04-08 City of Dreams Resort KEE YIU ENGINEERING LIMITED
Injectable mortar HIT-HY 150 500/2 rebar fastening
24054 04-08 PTM Projects - Sun Hung Kai G & M ENG CO LTD Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
23660 04-08 PTM Projects - Sun Hung Kai SANFIELD BLDG CONTRACTOR
Injectable mortar HIT-HY 150 500/2 rebar fastening
23740 04-08 PTM Projects - Sun Hung Kai PERMASTEELISA HONG KONG LTD
Injectable mortar HIT-HY 150 500/2 curtain wall fixing
24412 04-08 One Island East HOI YEUNG MAN HO ENGINEERING LTD
Injectable mortar HIT-HY 150 500/2 catch fence fixing
23778 04-08 PTM Projects - E-man FAT CHEONG CONST CO LTD Injectable mortar HIT-HY 150 500/2 steel hanger fixing
24049 04-08 PTM Projects - E-man FUK LAM ENGINEERING LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
23652 04-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 11
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
23360 04-08 PTM Projects - Sun Hung Kai ASIA ROCK ART LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
22647 03-08 PTM Projects - China State TEAMBO ENGINEERING LTD Injectable mortar HIT-HY 150 500/2 steel bracket fixing
23084 03-08 Galaxy Star World Hotel, Macau SON SENG CONSTRUCTION CO
Meinhardt Injectable mortar HIT-HY 150 500/2 steel hanger fixing
23102 03-08 PTM Projects - Hanison HANISON CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
23069 03-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
Gammon Bldg Constr (Macau) Ltd
Injectable mortar HIT-HY 150 500/2 block work fixing
23173 03-08 Four Seasons Hotel, Macau (Parcel 2) GREAT HARVEST CONSTRUCTION LIMITED
Injectable mortar HIT-HY 150 500/2 fixing the mesh in the slope
23182 03-08 Four Seasons Hotel, Macau (Parcel 2) TAI FUNG MARBLE ENGINEERING &
Injectable mortar HIT-HY 150 500/2 fixing the mesh in the slope
23086 03-08 PTM Projects - China State CHINA STATE CONST ENG COR
Injectable mortar HIT-HY 150 500/2 rebar fastening
23166 03-08 The Venetian Casino Resort (Parcel 1) CHUN WA HONG Injectable mortar HIT-HY 150 500/2 fixing the mesh in the slope
23011 03-08 Lohas Park Phase 1 & Phase 2 ABLE ENG CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
23127 03-08 PTM Projects - Sun Hung Kai G & M ENG CO LTD Injectable mortar HIT-HY 150 500/2 glass fencing / balustrade fixing
22843 03-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
22832 03-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
23139 03-08 Union Square 7, Kowloon Station KAM KEE STEEL WORKS LTD Injectable mortar HIT-HY 150 330/2 steel hanger fixing
22640 03-08 Airport LEUNG MING STAINLESS STEEL
Injectable mortar HIT-HY 150 500/2 steel bracket fixing
22646 03-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
HONG KI ENG LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 12
Hotline : 8228 8118 Fax : 29541751Page 64 Fen 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
23122 03-08 PTM Projects - E-man FUK LAM ENGINEERING LTD Injectable mortar HIT-HY 150 500/2 rebar fastening
22523 02-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
REX ENGINEERING (MACAU) LTD
Injectable mortar HIT-HY 150 500/2 hand rail fixing
22484 02-08 Refurbishment of Ocean Park W. HING CONSTRUCTION CO LTD
Maunsell Injectable mortar HIT-HY 150 500/2 rebar fastening
22538 02-08 Lai Chi Kok Viaduct (HY/2003/01) TUNG YAT CONSTRUCTION CO LTD
Maunsell Hyder JV Injectable mortar HIT-HY 150 500/2 singage / advertising sign fixing
22514 02-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
LEADER INTERNATIONAL ENG LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
22535 02-08 Airport AMEN CONSTRUCTION CO LTD
Injectable mortar HIT-HY 150 500/2 rebar fastening
22235 01-08 Four Seasons Hotel, Macau (Parcel 2) PROJEXASIA (MACAU) LIMITED
Injectable mortar HIT-HY 150 500/2 catch fence fixing
22133 01-08 Four Seasons Hotel, Macau (Parcel 2) Gammon Bldg Constr (Macau) Ltd
Injectable mortar HIT-HY 150 500/2 rebar fastening
22187 01-08 Airport Skypier KAN KEE ENG LTD OAP / Mott Connell Injectable mortar HIT-HY 150 500/2 steel hanger fixing
22178 01-08 Sau Mau Ping Estate Redevelopment HANISON CONST CO LTD Housing Authority Injectable mortar HIT-HY 150 500/2 rebar fastening
22302 01-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
CHOI NAM KEE (MACAU) CONSTRUCTION
Injectable mortar HIT-HY 150 500/2 block work fixing
22218 01-08 Four Seasons Hotel, Macau (Parcel 2) COMPANHIA DE OBRAS KUONG NGA
Injectable mortar HIT-HY 150 500/2 hanger fixing
22213 01-08 The Venetian Casino Resort (Parcel 1) MAN SHING ENGINEERING (MACAO) LTD
Injectable mortar HIT-HY 150 500/2 hanger fixing
22287 01-08 The Venetian Casino Resort (Parcel 1) SUNDUST LIMITADA Injectable mortar HIT-HY 150 500/2 steel bracket fixing
22173 01-08 Public Housing Fanling Area 36 Phase 2
CHINA STATE CONST ENG COR
Housing Authority Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 13
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference27-Jul-09
22009 01-08 Hong Kong Cyberport UNITED RELIANCE CORP LTD Siu Yin Wai & Associates Injectable mortar HIT-HY 150 500/2 cladding / pre-cast panel fixing
22181 01-08 Yeung Uk Road Redevelopment CHINA STATE CONST ENG COR
C M Wong / Mot Connell Injectable mortar HIT-HY 150 500/2 rebar fastening
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 14
Hotline : 8228 8118 Fax : 29541751Page 65 Fen 2012
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