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Submission folder

Hong Kong 28 8118

Macau (Toll free) 00800- 8228 8118

Hilti HST Submission older

Sample Submission

and Approval Form 2-3

Product Information 4- 5

Technical Data 6-10

Method Statement 11

Test Reports according to BS5080

HST 12- 36

HST-R 37- 73

European Technical ApprovalHST 74- 80

HST-R 81- 87

Government Letter 88- 89

Country of Origin 90

Job Reference 91-104

Page 1 Jan 2013

Make your submission simple!

To download the most updated submission folders and

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Page 1 of 2

SAMPLE SUBMISSION AND APPROVAL FORM

Contract Title: ________________________________ Ref. No.: ________________________

________________________________ Date: ________________________

Ref. No. ofPreviousSubmission:

________________________

Contract No: ________________________________ (1) ________________________

File Reference: ________________________________ (2) ________________________

DETAILS OF SUBMISSION

To: Contract Managers 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 forapproval.

1. General Informationa. Material Description HSA / HSA-F / HSA-R / HST / HST-R / HST-HCR stud anchor

____________________________________________________________________________________________________________________

b. Location: ______________________________________________________________________________________________________________________________________________________________________________

c. Specification Ref. Page: __________________________ Item: _________________________________________________ _________________________________________________ _______________________

d. Drawing Ref. No. ______________________________________________________________________________________________________________________________________________________________________________

e. B.Q. Ref.No.: ______________________________________________________________________________________________________________________________________________________________________________

f. Anticipated date of approval: __________________________________________________________

2. Technical InformationThe submitted sample has been checked against the specification and drawings as listed below:-

Specification RequirementsSubmitted Sample

(State details against each item)

a. BrandNot specified Hilti

b. Country of OriginNot specified Liechtenstein

c. Manufacturers Name & AddressNot specified Hilti Corporation, FL-9494 Principality of Liechtenstein

d. Factorys Name & Address(es)Not specified Hilti Aktiengesellschaft, Hilti AG, Feldkircherstrasse,

FL-9494 Schaan, Liechtensteine. Supplier (with Applicator, if any)

Not specified Hilti (Hong Kong) Ltd

Page 2 Jan 2013


3/104

Page 2 of 2

f. AppearanceNot specified According to the sample submitted

g. Color +Not specified NIL

h. SpecificationNot specified Attached

i. Manufacturers CatalogueNot specified Attached

j. Test Report(Original/Certificated True Copy)Not specified Attached

k. Previous Job ReferenceNot specified Attached

l. Supplementary InformationNot specified NIL

For and on behalf of the Contractor

____________________________(Quality Control Manager)

CONTRACT MANAGERS COMMENTS

To:From: Contract Managers Representative: ________________________________

On the basis of the sample and information given, the above sample submitted is:

(1) * Approved.(2) * Not approvedbecause ____________________________________________________

______________________________________________________________________________________________________________________________________________

Remarks: _____________________________________________________________________________________________________________________________________________________________________________________________________________________

Approval does not alter the requirements of the Contract

Contract Managers Representative: ____________________________

_____________________________Date:

cc. ____________________________________________________________________________________________________________________________________________________________

(* Delete if appropriate)(+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of thesubmitted sample, i.e. a) light and or medium; or b) dark)

Page 3 Jan 2013


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Anchoring Systems

220Customer Hotl ine: Hong Kong 8228 8118 Macau 008008228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti .com.hk

7

Installation procedures

Blow out dust and fragments. Install anchor. Apply tightening torque.Drill hole with drill bit.

Marking

hefh1

I

df

tfix

Tinstdo

Non-Stock Item in HK & Macau

HST programmeHST: stud head (galv to min. 5m)

Drill bit Tighten. Max. Clear- Width

nom. Min. hole Anchorage Anchor Head torque fasten. ance across

dia., do depth, h1 depth,hef length, I mark Tinst thk. tfix hole, df flats, Sw Package Order designation Item no.

(mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)

8 65 47 75 C 20 10 9 13 100 HST M8x75/10 00371581

8 65 47 95 E 20 30 9 13 80 HST M8x95/30 00295378

8 65 47 115 G 20 50 9 13 50 HST M8x115/50 00371583

10 80 60 90 E 45 10 12 17 50 HST M10x90/10 00371584

10 80 60 110 F 45 30 12 17 40 HST M10x110/30 00295367 10 80 60 130 H 45 50 12 17 25 HST M10x130/50 00371586

10 80 60 160 J 45 80 12 17 25 HST M10x160/80 00272727

10 80 60 200 M 45 120 12 17 25 HST M10x200/120 00272731

10 80 60 295 S 45 200 12 17 25 HST M10x295/200 00272735

12 95 70 115 G 60 20 14 19 25 HST M12x115/20 00371587

12 95 70 145 I 60 50 14 19 25 HST M12x145/50 00371588

12 95 70 185 L 60 90 14 19 25 HST M12x185/90 00371589

Applications For fastening cladding works and facades, shopfronts, balustrades, window wall and

steel works

Basic material

Cracked or non-cracked concrete Hard natural stone

Material Steel galvanized at least 5 m (M8-M24)

A4 stainless steel (M8-M24)

High corrosion resistance (HCR) (M8-M16)

Premium stud anchor

HSTThe ETA approved premium stud anchor for fastening applications in cracked and uncracked concrete.

Advantages

The special expansion-sleeve ensures automatic

follow-up expansion in cracks

Stainless steel stud anchors are coated to prevent

binding between bolt and segment, as well as bolt and

nut. This ensures that the anchor can be tightened and

loosened without problems

Due to the cold-forming technology manufacturing process, the anchor material

remain ductile. The result is an anchor which allows alignment without breaking

Head mark with letter code for accurate identification when in place

Technical data

Recommended load (kN), non-cracked concrete at 25N/mm, safety

factor(g)=3

Model Size M8 M10 M12 M16 M20 M24

HST Tensile Load, Nrec 3.0 5.3 6.7 11.7 16.7 20.0Shear Load, Vrec 4.7 7.8 11.7 18.3 28.0 31.3

HST-RTensile Load, Nrec 3.0 5.3 6.7 11.7 16.7 20.0

Shear Load, Vrec 4.3 6.7 10.0 16.6 20.0 26.6

HST-HCRTensile Load, Nrec 3.0 5.3 6.7 11.7 - -

Shear Load, Vrec 4.3 6.7 10.0 18.3 - -

Remarks:

1) All the data applies to no edge distance, spacing and other influences

2) For detail design method and cracked concrete information, please refer to Fastening Technology Manual

Approvals

Page 4 Jan 2013


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Anchoring Systems

221 C us to me r Ho tl in e: Ho ng K on g 8228 8118 Macau 008008228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti .com.hk

M8 - M12

M16 - M 20

Non-Stock Item in HK & Macau

HST programmeHST: stud head (galv to min. 5m)

Drill bit Tighten. Max. Clear- Width

nom. Min. hole Anchorage Anchor Head torque fasten. ance across

dia., do depth, h1 depth,hef length, I mark Tinst thk. tfix hole, df flats, Sw Package Order designation Item no.

(mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)

12 95 70 215 N 60 120 14 19 25 HST M12x215/120 00371590

12 95 70 235 P 60 140 14 19 25 HST M12x235/140 00371591

12 95 70 255 R 60 160 14 19 25 HST M12x255/160 00371592

16 115 82 140 I 110 25 18 24 12 HST M16x140/25 00371593

16 115 82 165 J 110 50 18 24 12 HST M16x165/50 00371594

16 115 82 215 N 110 100 18 24 12 HST M16x215/100 00371595

16 115 82 255 R 110 140 18 24 12 HST M16x255/140 00371596

16 115 82 295 S 110 180 18 24 12 HST M16x295/180 00371597

20 140 101 170 K 240 30 22 30 5 HST M20x170/30 00371598

20 140 101 200 M 240 60 22 30 5 HST M20x200/60 00371599

20 140 101 260 R 240 120 22 30 5 HST M20x260/120 00274697

24 170 125 200 M 300 30 26 36 5 HST M24x200/30 00371601

24 170 125 230 P 300 60 26 36 5 HST M24x230/60 00371602

HST-R: stud head (A4 stainless steel)

8 65 47 75 C 20 10 9 13 50 HST-R M8x75/10 00435447

8 65 47 95 E 20 30 9 13 50 HST-R M8x95/30 00435448

8 65 47 115 G 20 50 9 13 50 HST-R M8x115/50 00435449

10 80 60 90 E 40 10 12 17 50 HST-R M10x90/10 00435450

10 80 60 110 F 40 30 12 17 40 HST-R M10x110/30 00435451

10 80 60 130 H 40 50 12 17 25 HST-R M10x130/50 00435452

10 80 60 160 J 40 80 12 17 25 HST-R M10x160/80 00435453

12 95 70 115 G 60 20 14 19 25 HST-R M12x115/20 00435454

12 95 70 145 I 60 50 14 19 25 HST-R M12x145/50 00435455

12 95 70 185 L 60 90 14 19 25 HST-R M12x185/90 00435456

12 95 70 215 N 60 120 14 19 25 HST-R M12x215/120 00435457

16 115 82 140 I 110 25 18 24 12 HST-R M16x140/25 00376051

16 115 82 165 J 110 50 18 24 12 HST-R M16x165/50 00376052

16 115 82 215 N 110 100 18 24 12 HST-R M16x215/100 00376053

16 115 82 255 R 110 140 18 24 12 HST-R M16x255/140 00376054

16 115 82 295 S 110 180 18 24 12 HST-R M16x295/180 00376055

20 140 101 170 K 240 30 22 30 5 HST-R M20x170/30 00376056

20 140 101 200 M 240 60 22 30 5 HST-R M20x200/60 00376057

24 170 125 200 M 300 30 26 36 5 HST-R M24x200/30 00376058

24 170 125 230 P 300 60 26 36 5 HST-R M24x230/60 00376059

HST-HCR: stud head (HCR high corrosion material)

8 65 47 75 C 20 10 9 13 20 HST-HCR M8x75/10 00376060

8 65 47 95 E 20 30 9 13 20 HST-HCR M8x95/30 00376061

8 65 47 115 G 20 50 9 13 20 HST-HCR M8x115/50 00376062

10 80 60 90 E 40 10 12 17 20 HST-HCR M10x90/10 00376063

10 80 60 110 F 40 30 12 17 20 HST-HCR M10x110/30 00295369

10 80 60 130 H 40 50 12 17 20 HST-HCR M10x130/50 00376065

12 95 70 115 G 60 20 14 19 10 HST-HCR M12x115/20 00376066

12 95 70 145 I 60 50 14 19 10 HST-HCR M12x145/50 00376067

12 95 70 185 L 60 90 14 19 10 HST-HCR M12x185/90 00376068

12 95 70 215 N 60 120 14 19 10 HST-HCR M12x215/120 00376069

16 115 82 140 I 110 25 18 24 10 HST-HCR M16x140/25 00376070

16 115 82 165 J 110 50 18 24 10 HST-HCR M16x165/50 00376071

16 115 82 215 N 110 100 18 24 10 HST-HCR M16x215/100 00376072

16 115 82 255 R 110 140 18 24 10 HST-HCR M16x255/140 00376073

16 115 82 295 S 110 180 18 24 10 HST-HCR M16x295/180 00376074

Page 5 Jan 2013


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HST

|Studanchor

2/2011

116

Materials

Mechanicalpr

opertiesofHST,HST-R,HST-HCR

Anchorsize

M8

M10

M12

M16

M20

M24

Nominal

tensile

strengthfuk

HST

[N/mm]

800

800

800

720

700

530

HST-R

[N/mm]

720

700

700

650

650

650

H

ST-HCR

[N/mm]

800

800

800

800

-

-

Yieldstrength

fyk

HST

[N/mm]

640

640

640

580

560

451

HST-R

[N/mm]

575

560

560

500

450

450

H

ST-HCR

[N/mm]

640

640

640

640

-

-

Stressedcross-

sectionAs

[mm]

36,6

58,0

84,3

157

245

353

Momentof

resistanceW

[mm]

31,2

62,3

1

09,2

277,5

540,9

935,5

Char.bending

resistance

M0Rk,s

HST

[Nm]

30

60

105

240

454

595

HST-R

[Nm]

27

53

92

216

422

730

H

ST-HCR

[Nm]

30

60

105

266

-

-

Materialquality

Part

Material

Bolt

HST

Carbonsteel,galvanisedtom

in.5m

HST-R

StainlesssteelA4(316)

HST-HCR

Highcorrosionresistantsteel1.4529

Anchordimensions

Anchorsize

M8

M10

M12

M16

M20

M24

Shaftdiameterat

thecone

dR

[mm]

5,5

7,2

8,5

11,6

14,6

17,4

Minimumlengtho

ftheanchor

l1,min

[mm]

75

90

115

140

170

200

Maximumlengthoftheanchor

l1,max

[mm]

260

280

295

350

450

500

Lengthofexpans

ionsleeve

l2

[mm]

14,8

18,2

22,7

24,3

28,3

36

Setting

Installationeq

uipment

Anchorsize

M8

M10

M12

M16

M20

M24

Rotaryhammer

TE2TE1

6

TE40TE70

Othertools

hammer,torquewrench,blowoutpump

l2

l1

dR

HST

M..

HST|Studanchor

2/2011

117

Settinginstruction

Fordetailedinformationoninstallationseeinstructionforusegivenwiththepackageoftheproduct.

Fortechnicaldataforanchors

indiamonddrilledholespleasecontacttheHiltiTechnicaladvisoryservice.

Settingdetails:depthofdrillholeh1andeffectiveanchoragedepthhef

M8x75

M8x95

M8x115

M10x90

M10x110

M10x130

M12x115

M12x145

M12x185

M12x215

M16x140

M16x165

M16x215

M16x255

M16x295

M20x170

M20x200

M24x200

M24x230

do

[mm]Nominaldiameterofd

rill

bit

8

10

12

16

20

24

HeadMarking(lettercode)

C

E

G

E

F

H

G

I

L

N

I

J

N

R

S

K

M

M

P

Tinst[Nm]Torquemoment

20

40a)

45b)

60

110

240

300

SW

[mm]Widthacrossnutflats

13

17

19

24

30

36

d1[mm]Clearanceholediame

ter

9

12

14

18

22

26

h1[mm]Min.Depthofdrillhole

65

80

95

115

140

170

hef[mm]Effectiveanchorage

depth

47

60

70

82

101

125

Tfix

[mm]Max.fastenthickness

10

30

50

10

30

50

20

50

90

120

25

50

100

140

180

30

60

30

60

a)HST-R,HST-HCR:Tinst=40

Nm

b)HST:Tinst=45Nm

hef

h1

Tinst

HST

Page 7 Jan 2013


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Customer Hotline: Hong Kong 8228 8118 | Macau 008008228 8118 | (Mon Fri 8:30 am 6:00 pm / Sat 8:30 am 1:00 pm)

Page 1 of 1

HST Stud Anchor

SETTING OPERATION

Hilti HST Stud AnchorVersions : HST / HST-R / HST-HCR

Accessories : NILReference : Product Information / Fastening Technology

Manual

Setting Operation:

1. Drill the hole with drill bit

2. Blow out dust and fragments

3. Install anchor

4. Apply appropriate tightening torque

Page 11 Jan 2013


12/104

Summary of Test result of Hilti HST Stud Anchor

Sample Descript io n: [supp l ied by Hil t i (Hong Ko ng) Ltd. ]

Product:

Size: M8 - M24

Material:

Coating: min. 5 microns meter thick of zinc plating

Concrete Descript ion: [supp l ied and tested by ETS Testconsult Ltd]

Concrete Strength: 30MPa at 26days

Mix Proportion: Grade 30/20

Laboratory Inform at ion:

Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)

Test Method: BS 5080: Part 1: 1993

BS 5080: Part 2: 1986

Date Tested: May-05

Test Result :

Result 1 Result 2 Result 3 Result 4 Result 5 Avg.

Value

Std.

Dev.

Charact.

Load

[kN] [kN] [kN] [kN] [kN] [kN] [kN]

Tensile 23.10 22.20 25.10 17.40 19.10 21.38 3.10 10.80

Shear 21.60 20.70 20.20 19.10 19.90 20.30 0.93 17.13

Tensile 35.00 30.60 30.30 28.30 28.30 30.50 2.74 21.16

Shear 35.30 28.70 32.00 29.90 32.50 31.68 2.55 23.00

Tensile 47.20 38.40 43.60 41.10 40.50 42.16 3.37 30.66

Shear 42.80 42.30 45.30 45.80 45.60 44.36 1.67 38.66

Tensile 53.00 67.30 60.40 57.10 57.40 59.04 5.32 40.91

Shear 76.30 72.20 74.30 77.20 74.60 74.92 1.94 68.32

Tensile 68.80 69.90 84.10 78.70 74.00 75.10 6.36 53.41

Shear 100.10 95.50 101.80 103.10 105.00 101.10 3.61 88.80

Tensile 94.30 98.50 89.60 87.50 98.70 93.72 5.09 76.36

Shear 124.40 131.80 136.90 140.20 127.90 132.24 6.43 110.30

HST M20

HST M24

HST M12

HST M16

HST M8

HST M10

Size Type

HST

Galvanized steel

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37/104

Summary of Test result of Hilti HST-R Stud Anchor

Sample Descript io n: [supp l ied by Hil t i (Hong Ko ng) Ltd. ]

Product:

Size: M8 - M24

Material:

Coating: N/A

Concrete Descript ion: [supp l ied and tested by ETS Testconsult Ltd]

Concrete Strength: 30MPa at 26days

Mix Proportion: Grade 30/20

Laboratory Inform at ion:

Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)

Test Method: BS 5080: Part 1: 1993

BS 5080: Part 2: 1986

Date Tested: Nov-05

Test Result :

Result 1 Result 2 Result 3 Result 4 Result 5 Avg.

Value

Std.

Dev.

Charact.

Load

[kN] [kN] [kN] [kN] [kN] [kN] [kN]

Tensile 20.80 21.00 20.60 21.40 20.80 20.92 0.30 19.89

Shear 20.60 20.30 21.30 20.60 18.00 20.16 1.26 15.86

Tensile 20.00 21.30 23.20 24.20 24.30 22.60 1.89 16.16

Shear 32.90 30.70 32.00 30.10 32.80 31.70 1.25 27.42

Tensile 37.00 36.80 36.90 36.60 37.20 36.90 0.22 36.14

Shear 48.80 49.00 49.60 47.90 48.00 48.66 0.71 46.23

Tensile 54.20 55.70 56.10 54.90 55.70 55.32 0.76 52.72

Shear 95.30 92.60 90.80 93.10 93.70 93.10 1.64 87.51

Tensile 77.60 75.80 78.90 77.40 79.40 77.82 1.41 73.01

Shear 129.10 125.60 125.70 130.40 133.10 128.78 3.20 117.86

Tensile 105.40 107.60 109.70 104.60 104.20 106.30 2.31 98.42

Shear 168.70 165.00 167.40 168.40 172.00 168.30 2.53 159.68

HST-R M20

HST-R M24

HST-R M12

HST-R M16

HST-R M8

HST-R M10

Size Type

HST-R

A4 stainless steel

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Page7ofEuropeanTechnicalApprovalETA-98/0001

49730.0

3

Positioningofthedrillholeswithoutdamagingthe

reinforcement.

Incaseofabortedhole:newdrillingataminimum

distanceawayoftwicethedepthofthe

abortedholeorsmallerdistanceiftheaborteddrillholeisfilledwithhighstrengthmortar

andifundershearorobliquetensionloaditisnot

inthedirectionofloadapplication.

ApplicationofthetorquemomentgiveninAnnex3usingacalibratedtorquewrench.

4.2.3

Responsibilityofthemanufacturer

Itisintheresponsibilityofthemanufacturertoensurethattheinformationonthespecific

conditionsaccordingto1and2includingAnnexesreferredtoand4.2.1and4.2.2

isgivento

thosewhoareconcerned.

Thisinformationmaybe

madebyreproductionoftherespective

partsof

theEuropeanTechnicalApproval.Inadditionallinstallationdatashallbeshown

clearly

on

the

package

and/oron

an

enclose

d

instruction

sheet,preferably

using

illustration(s).

Theminimumdatarequiredare:

drillb

itdiameter,

threaddiameter,

maximumthicknessofthefixture,

minim

umeffectiveanchoragedepth,

minim

umholedepth,

torquemoment,

inform

ationontheinstallationprocedure,

includingcleaningofthehole,preferablyby

mean

sofanillustration,

refere

ncetoanyspecialinstallationequipmentne

eded,

identificationofthemanufacturingbatch.

Alldatashallbepresentedinaclearandexplicitform

.

Seyfert

Vizeprsident

Beglaubigt:

Lange

Page8ofEuropeanTech

nicalApprovalETA-98/0001

Hilt

istudanchorHST

ANNEX

1

Pro

ductandintendeduse

ofEuropean

TechnicalApproval

ETA-98/0001

HSTM..

mac

hinedstuds

HexagonalNut

Washer

Bolt

Sleeve

Fixturethickness

Effectiveanchoragedepth

Holedepth

Marking

HSTM..

inst

T

Page 77 Jan 2013


78/104

Page9ofEuropea

nTechnicalApprovalETA-98/0001

HiltistudanchorHST

ANNEX

2

Product,materials

dimensionofanchors

ofEuropean

TechnicalApproval

ETA-98/0001

Ta

ble1:

Ma

terials

HSTM../tfix,max

Sta

mping:

HSTM..

1

2

3

4

Part

Designation

HST(galvanized5m)

1

Expansions

leeve

StainlesssteelEN10088-2;1.4401;1.45

71

2

Bolt

Coldformedormachinedsteelgalvanizedandcoated

3

Washer

Steelgalvanized

4

Hexagonnu

t

Class8EN20898-2,galvanized

Ls

L

HSTM..

dS

dR

dk

Ta

ble2:

Dimen

sions

Anchortype

tfix[mm]

L[mm]

Ls[mm]

SW

dk[mm]dR[mm]ds[mm]

min

max

min

max

HSTM8/tfix

2

195

68

260

14,8

13

8

5,5

7,1

HSTM10/tfix

2

200

82

280

18,2

17

9,9

7,2

9,0

HSTM12/tfix

2

200

100

295

22,7

19

11,9

8,5

10,8

HSTM16/tfix

2

235

115

350

24,3

24

15,9

11,6

14,6

HSTM20/tfix

2

305

140

450

28,3

30

19,85

19,5

1)

14,6

18,3

19,5

1)

HSTM24/tfix

2

330

170

500

36,0

36

23,5

1)

17,4

23,5

1)

1) Dimensionapply

tomachinedstuds

Page10ofEuropeanTec

hnicalApprovalETA-98/0001

Hilt

istudanchorHST

ANNEX

3

Characteristicvaluesofanchorsandinstallation

ofEuropean

TechnicalApproval

ETA-98/0001

HSTM..

Tinst

Fixture

thicknesstfix

Effectiveanchoragedepthhef

Holedepthh1

Minim

umthicknessofconcretememberhmin

Marking

Ta

ble3:

Charac

terist

icva

lueso

fanc

horsan

dins

talla

tion

Anchortype

M8

M10

M12

M16

M20

M24

Nominaldiameterofdrillb

it

d0

[mm]

8

10

12

16

20

24

Cuttingdiameterofdrillbit

dcut

[mm]

8,45

10,45

12,50

16,50

20,55

24,55

Depthofdrillhole

h1

[mm]

65

80

95

115

140

170

Diameterofclearanceholeinthefixture

df

[mm]

9

12

14

18

22

26


hef

[mm]

47

60

70

82

101

125

Torquemoment

Tinst

[Nm]

20

45

60

110

240

300

Page 78 Jan 2013


79/104

Page11ofEurope

anTechnicalApprovalETA-98/0001

HiltistudanchorHST

ANNEX

4

Minimumthicknessofconcrete,

minimumspacingsandedgedistances

ofEuropean

TechnicalApproval

ETA-98/0001

Ta

ble4:

Minimum

thicknesso

fconcre

temem

ber,m

inimum

spac

ingan

d

minimum

edge

distanceo

fanc

hors

M8

M10

M12

M16

M20

M24

Minimumthicknessof

concretemember

hmin

[mm]

100

120

140

160

200

250

Crac

ke

dconcret

e

smin

[mm]

40

55

60

70

100

125

Minimumspacing

forc

[mm]

50

70

75

100

160

180

cmin

[mm]

45

55

55

70

100

125

Minimumedge

distance

fors

[mm]

50

90

120

150

225

240

Non-crac

ke

dcon

cre

te

smin

[mm]

60

55

60

70

100

125

Minimumspacing

forc

[mm]

50

80

85

110

225

255

cmin

[mm]

50

55

55

85

140

170

Minimumedge

distance

fors

[mm]

60

115

145

150

270

295

Intermediatevalue

sbylinearinterpolation

Page12ofEuropeanTec


Hilt

istudanchorHST

ANNEX

5

DesignmethodA,

Characteristicvaluesofresistancetotensionloads

Displacemen

tsundertensionloads

ofEuropean

TechnicalApproval

ETA-98/0001

Ta

ble5:

Charac

terist

icva

lueso

fres

istance

totens

ion

load

so

fdes

ignme

tho

dA

M8

M10

M

12

M16

M20

M24

Stee

lfailure

Characteristicresistance

NRk,s

[kN]

19

32

43

75

75

127

Partialsafetyfactor

Ms

[-]

1,5

1,5

1

,5

1,5

1,6

1,41

Pu

llou

tfailure

Charakteristicresistancein

crackedconcrete

C20/25

NRk,p

[kN]

5

9

12

20

30

40

Charakteristicresistancein

non-crackedconcrete

C20/25

NRk,p

[kN]

9

16

20

35

50

60

C30/37

1,22

1,22

c

C40/50

1,41

1,41

IncreasingfactorsforNRk,pfor

crackedandnon-cracked

concrete

C50/60

1,55

1,55

Partialsafetyfactor

Mp

2,161)

1,8

2)

Concre

tecone

failurean

dsp

litting

failure

Effecitveanchoragedepth

hef

[mm]

47

60

70

82

101

125

Spacing

scr,N=scr,sp

[mm]

3xhef

Edgedistance

ccr,N=ccr,sp

[mm]

1,5xhef

Partialsafetyfactor

Mc=M,sp

2,161)

1,8

2)

1)

=1,2isincluded

2)

=1,0isincluded

Ta

ble6:

Disp

lacemen

tsun

der

tens

ion

loa

ds

M8

M10

M12

M16

M20

M24

Tensionloadcrackedconcrete

[kN]

1,7

3,5

4,5

7,5

10,0

13,0

Correspondingdisplacement

N0

[mm]

1,1

0,2

0,1

0,4

1,3

1,5

N

[mm]

1,2

1,0

1,2

1,2

2,3

2,5

Tensionloadnon-cracked

concrete

[kN]

3,0

6,0

8,5

13,5

17,0

22,0


N0

[mm]

0,2

0,1

0,1

0,3

0,4

0,4

N

[mm]

1,1

1,1

1,1

1,1

1,4

1,4

Page 79 Jan 2013


80/104

Page13ofEurope


HiltistudanchorHST

ANNEX

6

DesignmethodA,

Chara

cteristicvaluesofresistancetoshearloa

ds,

Displa

cementsundershearloads

ofEuropean

TechnicalApproval

ETA-98/0001

Ta

ble7:

Chara

cteris

ticva

lueso

fres

istance

tos

hear

loa

dso

fdes

ignme

tho

dA

M8

M10

M12

M16

M20

M24

Stee

lfailurew

ith

ou

tleverarm

Charactersticresistance

VRk,s

[kN]

13

20

30

50

55

94

Partialsafetyfactor

Ms

[-]

1,25

1,25

1,25

1,25

1,33

1,5

Stee

lfailurew

ith

leverarm


MRk,s

[Nm]

30

59

98

237

292

595

Partialsafetyfactor

Ms

[-]

1,25

1,25

1,25

1,25

1,33

1,5

Concre

tepryout

failure

Factorinequation

(5.6),ofETAG

AnnexC,5.2.3.3

k

[-]

2,0

Partialsafetyfactor

Mcp

[-]

1,8

1)

Concre

tee

dgefa

ilure

effectivelengthofanchorinshear

loading

lf

[mm]

47

60

70

82

101

125

Diameterofanchor

dnom

[mm]

8

10

12

16

20

24

Partialsafetyfactor

Mc

[-]

1,8

1)

1)

=1,0isincluded

Ta

ble8:

Displa

cemen

tsun

ders

hear

loa

ds

M8

M10

M12

M16

M20

M24

Shearloadincrackedandnon-cracked

concrete

[kN]

7,4

11,0

17,0

28,5

30,0

45,0

Displacement

V0

[mm]

1,5

1,9

1,8

2,0

1,8

2,0

V

[mm]

2,2

2,9

2,7

3,0

2,7

3,0

Page 80 Jan 2013


81/104


82/104


83/104


84/104

Page7ofEuropeanTechnicalApprovalETA-98/0002

49742.0

3

Keepingoftheedgedistanceandspacingt

othespecifiedvalueswithoutminus

tolera

nces.

Positioningofthedrillholeswithoutdamagingthe

reinforcement.

Incaseofabortedhole:newdrillingataminimum

distanceawayoftwicethedepthofthe

abortedholeorsmallerdistanceiftheaborteddrillholeisfilledwithhighstrengthmortar

andifundershearorobliquetensionloaditisnot

inthedirectionofloadapplication.

ApplicationofthetorquemomentgiveninAnnex3usingacalibratedtorquewrench.

4.2.3

Responsibilityofthemanufacturer

Itisintheresponsibilityofthemanufacturertoensurethattheinformationonthespecific

conditionsaccordingto1and2includingAnnexesreferredtoand4.2.1and4.2.2

isgivento

thosewhoareconcerned.

Thisinformationmaybe

madebyreproductionoftherespective

partsof

theEuropeanTechnicalApproval.Inadditionallinstallationdatashallbeshown

clearly

on

the

package

and/oron

an

enclose

d

instruction

sheet,preferably

using

illustration(s).

Theminimumdatarequiredare:

drillb

itdiameter,

threaddiameter,

maximumthicknessofthefixture,

minim

umeffectiveanchoragedepth,

minim

umholedepth,

torquemoment,

inform

ationontheinstallationprocedure,

includingcleaningofthehole,preferablyby

mean

sofanillustration,

refere

ncetoanyspecialinstallationequipmentne

eded,

identificationofthemanufacturingbatch.

Alldatashallbepresentedinaclearandexplicitform

.

Seyfert

Vizeprsident

Beglaubigt:

Lange

Page8ofEuropeanTech

nicalApprovalETA-98/0002

HiltistudanchorHST-R

ofEuropean

TechnicalApproval

ETA-98/0002

ANNEX1

mac

hinedstuds

HexagonalNut

Washer

Bolt

Sleeve

Fixturethickness


Holedepth

Marking

inst

T

Product

andintendeduse

Page 84 Jan 2013


85/104

Page9ofEuropea

nTechnicalApprovalETA-98/0002

H

iltistudanchorHST-R

ofEuropean

Ta

ble1:

Ma

ter

ials

Sta

mping:

HST-RM../tfix,max

4

3

2

1

Part

Designation

HST-R(Stainlesssteel)

1

Expansions

leeve


04;1.4571

2

Bolt

StainlesssteelDINEN10263-5;1.4401;

1.4404;1.4571

conecoated

3

Washer


04;1.4571

4

Hexagonnu

t


04;1.4571

A4-70DINENISO3506-2;coated

dS

dR

dk

L

Ls

Ta

ble2:

Dimen

sions

Anchortype

tfix[mm]

L[mm]

Ls[mm]

SW

dk[mm]dR[mm]

ds[mm]

min

max

min

max

HST-RM8/tfix

2

195

68

260

14,8

13

8,0

5,5

7,1

HST-RM10/tfix

2

200

82

280

18,2

17

9,9

7,2

9,0

HST-RM12/tfix

2

200

100

295

22,7

19

11,9

8,5

10,8

HST-RM16/tfix

2

235

115

350

24,3

24

15,9

11,6

14,6

HST-RM20/tfix

2

305

140

450

28,3

30

19,5

14,6

19,5

HST-RM24/tfix

2

330

170

500

36,0

36

23,5

17,5

23,5

ANNEX2

TechnicalApproval

ETA-98/0002

Produ

ct,materialsdimensionofanchors

Page10ofEuropeanTec



ofEuropean

Tinst

Fixture

thicknesstfix

Effectiveanchoragedepthhef

Holedepthh1

Minimumthicknessofconcretememberhmin

Marking

Ta

ble3:

Charac

terist

icva

lueso

fanc

horsan

dins

talla

tion

Anchortype

M8

M10

M12

M16

M20

M24

Nominaldiameterofdrillb

it

d0

[mm]

8

10

12

16

20

24

Cuttingdiameterofdrillbit

dcut

[mm]

8,45

10,45

12,50

16,50

20,55

24,55

Depthofdrillhole

h1

[mm]

65

80

95

115

140

170

Diameterofclearanceholeinthefixture

df

[mm]

9

12

14

18

22

26


hef

[mm]

47

60

70

82

101

125

Torquemoment

Tinst

[Nm]

20

40

60

110

240

300

ANNEX3

TechnicalApproval

ETA-98/0002

Characteristicva

luesofanchorsandinstallation

Page 85 Jan 2013


86/104

Page11ofEurope


H

iltistudanchorHST-R

ofEuropean

Ta

ble4:

Minim

um

thicknesso

fconcre

temem

ber,m

inimum

spac

ingan

d

minim

um

edge

distanceo

fanc

hors

M8

M10

M12

M16

M20

M24

Minimumthicknessof

concretemember

hmin

[mm]

100

120

140

160

200

250

Crac

ke

dconcret

e

smin

[mm]

40

55

60

70

100

125

Minimumspacing

forc

[mm]

50

65

75

100

130

130

cmin

[mm]

45

50

55

60

100

125

Minimumedge

distance

fors

[mm]

50

90

110

160

160

140

Non-crac

ke

dcon

cre

te

smin

[mm]

60

55

60

70

100

125

Minimumspacing

forc

[mm]

60

70

80

110

195

205

cmin

[mm]

60

50

55

70

140

150

Minimumedge

distance

fors

[mm]

60

115

145

160

210

235

Intermediatevalue

sbylinearinterpolation

ANNEX4

TechnicalApproval

ETA-98/0002

M

inimumthicknessofconcrete,

minim

umspacingsandedgedistances

Page12ofEuropeanTec



ofEuropean

Ta

ble5:

Charac

terist

icva

lueso

fres

istanceo

ftens

ion

load

so

fdes

ignme

tho

dA

M8

M10

M

12

M16

M20

M24

Stee

lfailure

Characteristicresistance

NRk,s

[kN]

17

28

40

69

109

156

Partialsafetyfactor

Ms

[-]

1,5

1,5

1

,5

1,56

1,73

1,73

Pu

llou

tfailure

Characteristicresistancein

crackedconcrete

C20/25

NRk,p

[kN]

5

9

12

25

30

40

Characteristicresistancein

non-crackedconcrete

C20/25

NRk,p

[kN]

9

16

20

35

50

60

C30/37

1,22

c

C40/50

1,41

IncreasingfactorsforNRk,pfor

crackedandnon-cracked

concrete

C50/60

1,55

Partialsafetyfactor

Mp

1,8

1)

Concre

tecone

failurean

dsp

litting

failure


hef

[mm]

47

60

70

82

101

125

Spacing

scr,N=scr,sp

[mm]

3xhef

Edgedistance

ccr,N=ccr,sp

[mm]

1,5xhef

Partialsafetyfactor

Mc=M,sp

1,8

1)

1)Thepartialsafetyfactor

=1,0isincluded.

Ta

ble6:

Disp

lacemen

tsun

der

tens

ion

loa

ds

M8

M10

M12

M16

M20

M24

Tensionloadcrackedconcrete

[kN]

2

3,6

4,8

10

12

16


N0

[mm]

0,5

0,2

0,7

0,8

0,9

0,7

N

[mm]

1,53

1,15

1,41

1,21

1,21

1,65

Tensionloadnon-cracked

concrete

[kN]

3,6

6,4

8

13,9

20

24


N0

[mm]

0,1

0,1

0,1

0,1

0,4

0,65

N

[mm]

1,53

1,15

1,41

1,21

1,21

1,65

ANNEX5

TechnicalApproval

ETA-98/0002

D

esignmethodA,

Characteristicvaluesofresistancetotensionloads

Displacem

entundertensionloads

Page 86 Jan 2013


87/104

Page13ofEurope


H

iltistudanchorHST-R

ofEuropean

TechnicalApproval

ETA-98/0002

Ta

ble7:

Chara

cteris

ticva

lueso

fres

istance

tos

hear

loa

dso

fdes

ignme

tho

dA

M8

M10

M12

M16

M20

M24

Stee

lfailurew

ith

ou

tleverarm


VRk,s

[kN]

13

20

30

50

80

115

Partialsafetyfactor

Ms

[-]

1,25

1,25

1,25

1,30

1,44

1,44

Stee

lfailurew

ith

leverarm


MRk,s

[Nm]

27

53

92

216

422

730

Partialsafetyfactor

Ms

[-]

1,25

1,25

1,25

1,30

1,44

1,44

Concre

tepryout

failure

Factorinequation

(5.6),ofETAG

AnnexC,5.2.3.3

k

[-]

2,0

Partialsafetyfactor

Mcp

[-]

1,8

1)

Concre

tee

dgefa

ilure

Effectivelengthofanchorinshear

loading

lf

[mm]

47

60

70

82

101

125

Diameterofanchor

dnom

[mm]

8

10

12

16

20

24

Partialsafetyfactor

Mc

[-]

1,8

1)

1) Thepartialsafet

yfactor

=1,0isincluded.

Ta

ble8:

Displa

cemen

tsun

ders

hear

loa

ds

M8

M10

M12

M16

M20

M24

Shearloadincrackedandnon-cracked

concrete

[kN]

7,4

11

17

27,5

40

57

Displacement

V0

[mm]

1,6

3,3

4,9

2,2

2,5

2,5

V

[mm]

2,4

4,9

7,4

3,3

3,7

3,7

ANNEX6

DesignmethodA,

Characteristicvaluesofresistancetoshearloads

Displacementundershearloads

Page 87 Jan 2013


88/104Page 88 Jan 2013


89/104Page 89 Jan 2013


90/104

Page 90 Jan 2013


91/104

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference11-Aug-11

40400 09-10 Ocean Park Master Development YKK AP FACADE HONGKONG LTD

Safety stud anchor HST-R M12X145/50 steel bracket f ixing

40263 09-10 Airport HONOURABLE HOLDINGS(HK) LIMITED


40281 09-10 Un ion Square 7, Kowloon Stat ion MAINTOP ENGINEERINGLIMITED

Safety stud anchor HST M10X90/10 steel bracket fixing

40282 09-10 Un ion Square 7, Kowloon Stat ion MAINTOP ENGINEERINGLIMITED

Safety s tud anchor HST M12X115/20 steel bracke t f ix ing

40335 09-10 Airport GAMMON - HIP HING JOINTVENTURE


40336 09-10 Airport GAMMON - HIP HING JOINTVENTURE


40367 09-10 MTR West Island Line GAMMON - NISHIMATSU WILJV

Safety s tud anchor HST M12X115/20 stai rcase fenc ing fixing

40386 09-10 MTR West Island Line MILLION HOPE INDUSTRIESLTD





Safety stud anchor HST M8x95/30 steel bracket fixing




Safety s tud anchor HST-R M8X75/10 steel bracke t f ix ing


Safety stud anchor HST-R M10x110/30 steel bracket f ixing





701-704, 7/F, Tower A, Manulife Financial Centre, 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong 1

Hotline : 8228 8118 Fax : 29541751



40578 09-10 The Venetian Casino Resort (Parcel 1) WHL ENGINEERING LIMITED Safety stud anchor HST M16X140/25 steel bracket fixing

40843 09-10 Shangri-la and TradersHotelsSheraton and St. Regis Hotels(Parcel 5&6)

DECORACAO CHEONG KONG Safety stud anchor HST-R M16X255/140 cladding / pre-cast panel fixing


BEST JOINT (MACAU)ENGINEERING

Safety stud anchor HST M16X140/25 electrical services f ixing


BEST JOINT (MACAU)ENGINEERING

Safety stud anchor HST M12X115/20 electrical services f ixing

40714 09-10 Union Square 7, Kowloon Station LUEN HING ENGINEERING CO Safety stud anchor HST M8X75/10 decoration fixing

40393 09-10 MTR West Island Line RUC CEMENTATION Safety stud anchor HST M20X170/30 steel bracket fixing


WHL ENGINEERING LIMITED Safety stud anchor HST M20X170/30 steel bracket fixing

40407 09-10 Pak Shek Kok Development HSIN CHONG CONST CO LTD Safety stud anchor HST M16X165/50 steel bracket fixing

40577 09-10 The Venetian Casino Resort (Parcel 1) WHL ENGINEERING LIMITED Safety stud anchor HST M12X115/20 steel bracket fixing

40511 09-10 Galaxy Mega Resort L & L DIGITAL TECHNOLOGYCO. LTD

Safety stud anchor HST M12X115/20 cladding / pre-cast panel f ixing

40419 09-10 Lohas Park Phase 1 & Phase 2 SHUN WING ALUMINIUMWORKS CO., LTD

Safety stud anchor HST-R M8X75/10 cladding / pre-cast panel f ixing

40418 09-10 Lohas Park Phase 1 & Phase 2 SHUN WING ALUMINIUMWORKS CO., LTD

Safety stud anchor HST-R M12X115/20 cladding / pre-cast panel fixing

40415 09-10 SHK Development, Tseung Kwan O(Area 56)

YKK AP FACADE HONGKONG LTD


40409 09-10 Pak Shek Kok Development YIU CHEONG IRON WORKS Safety stud anchor HST M16X140/25 steel bracket fixing

40713 09-10 Union Square 7, Kowloon Station LUEN HING ENGINEERING CO Safety stud anchor HST M10X90/10 decoration fixing


Hotline : 8228 8118 Fax : 29541751

Page 91 Jan 2013


92/104



40169 06-10 SHK Development, Tseung Kwan O(Area 56)

CHEVALIER (ALUMINIUMENG) LTD


40025 05-10 Ocean Park Master Development HONG KI ENG LTD Safety stud anchor HST M12X115/20 steel bracket fixing

39836 02-10 MTR West Island Line PAUL Y. CONSTRUCTION &ENGINEERING

Safety stud anchor HST-R M20X200/60 hoarding f ixing

39835 02-10 MTR West Island Line PAUL Y. CONSTRUCTION &ENGINEERING

Safety stud anchor HST-R M16X165/50 hoarding f ixing

39654 01-10 I-Square Development, Nathan Road REX DECORATION LTD Safety stud anchor HST-R M12X115/20 steel bracket fixing

39742 01-10 PTM Projects - Yau Lee CHI SHING ENG CO Safety stud anchor HST-R M16X140/25 singage / advertising sign fixing

39741 01-10 PTM Projects - Yau Lee CHI SHING ENG CO Safety stud anchor HST-R M10X90/10 singage / advertising sign fixing

39660 01-10 City of Dreams Resort MELCO CROWN (COD)DEVELOPMENTS LTD



Hotline : 8228 8118 Fax : 29541751

Page 92 Jan 2013


93/104



39549 12-09 Lohas Park Phase 1 & Phase 2 HUNS ENGINEERING CO LTD Safety stud anchor HST M16X140/25 metal gate fixing

39631 12-09 Four Seasons Hotel, Macau (Parcel 2) HING LUNG DECO. ENG CO Safety stud anchor HST M12X115/20 steel bracket fixing

39454 11-09 Union Square 7, Kowloon Station TRIUMPHANT ENG LTD Safety stud anchor HST M12X115/20 air duct fixing

39412 11-09 Un ion Square 7, Kowloon Sta tion BESPARK TECHNOLOGIESENGINEERING

Safety stud anchor HST-R M8X75/10 broadband equipment f ixing

39402 11-09 Airport BESPARK TECHNOLOGIESENGINEERING Safety stud anchor HST-R M8X75/10 broadband equipment f ixing

39136 10-09 Tung Ying Re-development, NathanRoad

REX DECORATION LTD Safety stud anchor HST-R M12X115/20 steel hanger fixing

39295 10-09 One Grantai SON SENG CONSTRUCTIONCO

Safety stud anchor HST M8X75/10 hand rail fixing

39213 10-09 Airport LEE WO CONSTRUCTIONENG CO LTD


39142 10-09 KCRC Tai Wai Depot HANG TAK ENGINEERING COLTD

Safety s tud anchor HST M10X90/10 c ladding / pre-cast pane l f ix ing

38926 09-09 PTM Projects - Shui On HINGSKING BLDG MAT'L &ENG LTD


38984 09-09 PTM Projects - Gammon SHUN HING ENGCONTRACTING CO LTD

Safety s tud anchor HST-R M10X90/10 steel hanger fixing

38985 09-09 PTM Projects - Gammon SHUN HING ENGCONTRACTING CO LTD

Safety stud anchor HST-R M10X110/30 steel hanger fixing

38988 09-09 Union Square 7, Kowloon Station YAT YAT SHING CO LTD Safety stud anchor HST M16X140/25 air duct fixing

39074 09-09 One Central Macau JOSEF GARTNER & CO (HK)LTD

Safety stud anchor HST M16X165/50 window fixi ng

39067 09-09 Four Seasons Hotel, Macau (Parcel 2) YUANDA ALUMINIUMINDUSTRY

Safety stud anchor HST-R M16X165/50 window f ixing

38599 08-09 PTM Projects - Hanison KA WANG METAL ENG CO.LTD.

Safety stud anchor HST-R M12X145/50 steel hanger fixing


Hotline : 8228 8118 Fax : 29541751



38645 08-09 PTM Projects - China State CHINA STATE CONST ENGCOR

Safety s tud anchor HST M12X115/20 catch fence fixing



38637 08-09 PTM Projects - Hip Hing PMB-CYBERWALL LIMITED Safety stud anchor HST-R M12X145/50 cladding / pre-cast panel fixing



38636 08-09 PTM Projects - Hip Hing PMB-CYBERWALL LIMITED Safety stud anchor HST-R M12X115/20 cladding / pre-cast panel fixing



38360 07-09 Un ion Square 7, Kowloon Sta tion BESPARK TECHNOLOGIESENGINEERING

Safety stud anchor HST-R M12X145/50 broadband equipment fixing

38515 07-09 Wynn Macau Casino S M ENGINEERING LTD Safety stud anchor HST-R M12X145/50 cladding / pre-cast panel fixing

38547 07-09 Four Seasons Hotel, Macau (Parcel 2) HING LUNG DECO. ENG CO Safety stud anchor HST M8x95/30 steel hanger fixing

38548 07-09 Four Seasons Hotel, Macau (Parcel 2) HING LUNG DECO. ENG CO Safety stud anchor HST M8X75/10 steel hanger fixing



38314 07-09 PTM Projects - Gammon AMEN CONSTRUCTION COLTD


38151 06-09 PTM Projects - Paul Y NONFEMET INTL (CHINA-

CANADA-JAPAN)


38100 06-09 One Grantai SON SENG CONSTRUCTIONCO


38027 06-09 Airport KPA ENGINEERING LTD Safety stud anchor HST M12X115/20 steel bracket fixing

38013 06-09 PTM Projects - Gammon MUN LEE ENG CO LTD Safety stud anchor HST M20X170/30 glass fencing / balustrade fixing


Hotline : 8228 8118 Fax : 29541751

Page 93 Jan 2013


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37764 05-09 KCRC Wu Kai Sa Depot - Lake W NIXON TECHNOLOGY CO LTD Safety stud anchor HST-R M12X145/50 metal gate fixing



37906 05-09 PTM Projects - E-man HANG TAK ENGINEERING COLTD


37750 05-09 KCRC Tai Wai Depot KPA ENGINEERING LTD Safety stud anchor HST-R M20X170/30 steel bracket fixing

37631 04-09 PTM Projects - Sun Hung Kai HANG CHUN METAL WORKSLTD.

Safety stud anchor HST-R M16X165/50 marble / granite f ixing

37630 04-09 PTM Projects - Sun Hung Kai HANG CHUN METAL WORKSLTD.

Safety stud anchor HST-R M16X140/25 marble / granite f ixing

37582 04-09 One Central Macau URC - PROJECTSMANAGEMENT (MACAU),


37548 04-09 Wynn Macau Casino GENETRON ENGINEERINGCO LTD


37507 04-09 PTM Projects - Hip Hing HOP FAT STRUCTURALSTEEL ENG CO LTD


37176 03-09 Four Seasons Hotel, Macau (Parcel 2) HAO HAN ENGINEERING LTD Safety stud anchor HST-R M16X255/140 electrical services fixing

37166 03-09 Macau - Science Centre SUNNY ELECTRONIC ENG CO Safety stud anchor HST M12X115/20 electrical services fixing

37312 03-09 Le Royal Arc ASIA ADVANCED FEDERALCURTAIN WALL


37333 03-09 PTM Projects - Gammon AMEN CONSTRUCTION COLTD

Safety stud anchor HST M12X115/20 hanger fixing



Hotline : 8228 8118 Fax : 29541751





37416 03-09 Macau - Science Centre SUNNY ELECTRONIC ENG CO Safety stud anchor HST M12X115/20 electrical services fixing

36777 02-09 One Grantai MAN LEI FONGCONSTRUCTION


36719 02-09 PTM Projects - Yau Lee HANG YICK GATE ENG CO Safety stud anchor HST-R M12X115/20 steel bracket fixing

36776 02-09 One Grantai MAN LEI FONGCONSTRUCTION




36827 02-09 PTM Projects - Shui On SAN PO METAL WORKS &ENG CO.

Safety stud anchor HST-R M16X140/25 catch fence f ixing



36869 02-09 City of Dreams Resort ENGENHARIA HUNG YIP Safety stud anchor HST M8X95/30 machine fixing

36892 02-09 One Central Macau PERMASTEELISA MACAULIMITED


37049 02-09 Four Seasons Hotel, Macau (Parcel 2) ARTSCAPES (FAR EAST)LIMITED


36751 02-09 City of Dreams Resort RYODEN ENGINEERING COLTD

Safety stud anchor HST-R M12X115/20 electrical services fixing

36550 01-09 Airport CHEONG FAT METALWARECO

Safety s tud anchor HST M16X140/25 l ift / escalato r f ix ing

36646 01-09 City of Dreams Resort KOON FUNG ENGINEERINGCOMPANY

Safety stud anchor HST M16X140/25 hanger fixing

36641 01-09 Kowloon Southern Link (KSL - Link200,300 & 400)

G & M ENG CO LTD Safety stud anchor HST-R M8X75/10 cladding / pre-cast panel fixing


Hotline : 8228 8118 Fax : 29541751

Page 94 Jan 2013


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36614 01-09 Wynn Macau Casino SUN KOU NGAI CONST.MATERIAL & ENG.


36591 01-09 City of Dreams Resort KOON FUNG ENGINEERINGCOMPANY


36582 01-09 PTM Projects - Shui On WING TAI INTERIORCONSTRUCTION CO.

Safety s tud anchor HST M12X115/20 safety system fixing

36562 01-09 PTM Projects - Hanison YUET WAH ENGINEERINGLTD

Safety stud anchor HST-R M16X140/25 metal gate fixing


Hotline : 8228 8118 Fax : 29541751

Page 95 Jan 2013


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33575 12-08 PTM Projects - Hanison MILLION HOPE INDUSTRIESLTD


33531 12-08 PTM Projects - Sun Hung Kai ACTIVE WAY LTD Safety stud anchor HST M16X140/25 steel bracket fixing

33383 12-08 PTM Projects - Yau Lee YAU LEE CURTAIN WALLAND STEEL

Safety stud anchor HST-R M12X115/20 curtain wall fixing






Safety s tud anchor HST M16X140/25 cur tain wal l fixing


Safety stud anchor HST M10X90/10 curtain wal l fi xing




Safety s tud anchor HST-R M10X90/10 cur tain wal l fixing

33130 12-08 PTM Projects - China State ASIA ROCK ART LTD Safety stud anchor HST M16X140/25 cladding / pre-cast panel fixing

33808 12-08 PTM Projects - Sun Hung Kai G & M ENG CO LTD Safety stud anchor HST-R M12X115/20 cladding / pre-cast panel fixing



33807 12-08 PTM Projects - Sun Hung Kai G & M ENG CO LTD Safety stud anchor HST-R M10X90/10 cladding / pre-cast panel fixing




Safety s tud anchor HST-R M10X90/10 window fixing

33661 12-08 One Central Macau GARTNER CONTRACTING COLTD


701-704, 7/F, Tower A, Manulife Financial Centre, 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1

Hotline : 8228 8118 Fax : 29541751



33989 12-08 Airport CNIM HONG KONG LTD Safety stud anchor HST-R M12X185/90 lift / escalator fixing



33467 12-08 KCRC Tai Wai Depot MIDI ALUM FABRICATOR LTD Safety stud anchor HST-R M20X170/30 curtain wall fixing







32188 11-08 One Grantai HOBBS CONSTRUCTION COLTD



Safety stud anchor HST M10X90/10 glass fencing / balustrade f ixing






Safety stud anchor HST M20X170/30 glass fencing / balustrade fixing







32202 11-08 Four Seasons Hotel, Macau (Parcel 2) HAO HAN ENGINEERING LTD Safety stud anchor HST-R M16X215/100 steel bracket fixing


Hotline : 8228 8118 Fax : 29541751

Page 96 Jan 2013


97/104






Safety s tud anchor HST M8X75/10 g lass fencing / balustrade fixing







32927 11-08 PTM Projects - Hanison POLYWIN ALUMINIUM LTD Safety stud anchor HST M10X110/30 steel bracket fixing



MEI CHEONG CONST CO LTD Safety stud anchor HST-R M12X145/50 cladding / pre-cast panel fixing


SUN FOOK KONG - KUN FAIENGINEERING


32581 11-08 Galaxy Mega Resort ENGENHARIA DE ARTE CTRWEN XING


32527 11-08 PTM Projects - Hip Hing MILLION HOPE INDUSTRIESLTD



Safety s tud anchor HST M12X145/50 steel hanger fixing




32743 11-08 Union Square 7, Kowloon Stati on JUMBO ORIENTCONTRACTING LTD

Safety stud anchor HST M8X75/10 steel hanger fixing


Hotline : 8228 8118 Fax : 29541751




VAFORD CONTRACTING COLTD

Safety s tud anchor HST M12X115/20 overhead line fixing


Safety stud anchor HST M16X255/140 steel bracket f ixing



Safety stud anchor HST M10X90/10 overhead li ne fi xing

32360 11-08 PTM Projects - E-man KO SING ENG LTD Safety stud anchor HST-R M16X140/25 window fixing

32518 11-08 PTM Projects - Hanison MILLION HOPE INDUSTRIES

LTD


31921 10-08 PTM Projects - Cheung Kong WO CHONG ENG CO Safety stud anchor HST-R M16X140/25 electrical services fixing



31304 10-08 Airport GAMMON CONSTRUCTIONLTD


31903 10-08 Airport CNIM HONG KONG LTD Safety stud anchor HST-R M12X185/90 lighting euqipment fixing



30817 10-08 PTM Projects - Hanison POLYWIN ALUMINIUM LTD Safety stud anchor HST-R M16X140/25 steel bracket fixing

31364 10-08 City of Dreams Resort ENGENHARIA HUNG YIP Safety stud anchor HST M12X115/20 glass fencing / balustrade fixing

31406 10-08 One Central Macau HONGAN ENGINEERING

(MACAU) CO LTD




Safety stud anchor HST M8X95/30 window fixing

31244 10-08 PTM Projects - E-man WAH KEE STEEL WORKS LTD Safety stud anchor HST M10X90/10 steel hanger fixing


Hotline : 8228 8118 Fax : 29541751

Page 97 Jan 2013


98/104














30843 10-08 PTM Projects - China State TEAMBO ENGINEERING LTD Safety stud anchor HST M16X140/25 steel hanger fixing






GREAT HARVESTCONSTRUCTION LIMITED



MEI CHEONG CONST CO LTD Safety stud anchor HST M16X165/50 cladding / pre-cast panel fixing

31340 10-08 KCRC MILLION HOPE INDUSTRIESLTD



PERMASTEELISA MACAULIMITED






Hotline : 8228 8118 Fax : 29541751








31563 10-08 KCRC CHEUNG FAT ENGINEERING(HK) LIMITED








YAU LEE CURTAIN WALLAND STEEL








30051 09-08 PTM Projects - China State APEX CURTAIN WALL &WINDOW LTD


30147 09-08 Airport BUILD FAME ENGINEERING

LIMITED




30166 09-08 Kowloon Southern Link (KSL - Link200,300 & 400)

COMMANDING VIEW ENG COLTD



Hotline : 8228 8118 Fax : 29541751

Page 98 Jan 2013


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30050 09-08 PTM Projects - China State APEX CURTAIN WALL &WINDOW LTD






30383 09-08 Shangri-la and TradersHotelsSheraton and St. Regis Hotels

(Parcel 5&6)

MEI CHEONG CONST CO LTD Safety stud anchor HST-R M12X115/20 window fixing









30295 09-08 One Central Macau PERMASTEELISA MACAULIMITED


30785 09-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety stud anchor HST-R M12X115/20 cladding / pre-cast panel fixing

29993 09-08 PTM Projects - Hip Hing WAKING BUILDERS LTD Safety stud anchor HST-R M8X95/30 hand rail fixing

30170 09-08 PTM Projects - Sun Hung Kai ACTIVE WAY LTD Safety stud anchor HST M16X140/25 steel bracket fixing




30149 09-08 Airport BUILD FAME ENGINEERINGLIMITED



Hotline : 8228 8118 Fax : 29541751



29794 09-08 City of Dreams Resort SOUTHA ENG (MACAU) LTD Safety stud anchor HST M16X140/25 electrical services fixing









30146 09-08 Airport BUILD FAME ENGINEERING

LIMITED


30145 09-08 Airport ASSOCIATED ENGINEERSLTD

Safety stud anchor HST M12X255/160 steel hanger f ixing













29004 08-08 PTM Projects - Hip Hing PMB-CYBERWALL LIMITED Safety stud anchor HST-R M12X115/20 curtain wall fixing

29023 08-08 PTM Projects - Sun Hung Kai PERMASTEELISA HONGKONG LTD

Safety s tud anchor HST-R M10X90/10 cur tain wal l fixing

29327 08-08 PTM Projects - E-man JUMBO ORIENTCONTRACTING LTD



Hotline : 8228 8118 Fax : 29541751

Page 99 Jan 2013


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29000 08-08 PTM Projects - Hip Hing JOSEF GARTNER & CO (HK)LTD





Safety stud anchor HST M16X140/25 structural steel / I -beam f ixing



29026 08-08 One Island East JOSEF GARTNER & CO (HK)LTD


28680 08-08 PTM Projects - Shui On MING TAI ENG CO LTD Safety stud anchor HST M20X170/30 steel hanger fixing

29168 08-08 City of Dreams Resort ENGENHARIA HUNG YIP Safety stud anchor HST M12X115/20 metal gate fixing





29169 08-08 City of Dreams Resort ENGENHARIA HUNG YIP Safety stud anchor HST M16X140/25 metal gate fixing


CHINA HUASHI ENTREPRISES Safety stud anchor HST M12X115/20 electrical services fixing

29575 08-08 Four Seasons Hotel, Macau (Parcel 2) APGRC (MACAU) LIMITED Safety stud anchor HST-R M10X90/10 cladding / pre-cast panel fixing



28940 08-08 PTM Projects - Hip Hing WAKING BUILDERS LTD Safety stud anchor HST-R M8X95/30 hand rail fixing

29417 08-08 Four Seasons Hotel, Macau (Parcel 2) MAN SHING ENGINEERING(MACAO) LTD

asset doc loc 2921271 apc raw

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