Hilti HSL-3 / HSL-GR Submission Folder · Submission folder Customer Hotline Hong Kong 8228 8118...
114
Submission folder Customer Hotline Customer Hotline Hong Kong 8228 8118 Macau (Toll free) 00800- 8228 8118 Hilti HSL-3 / HSL-GR Submission Folder Sample Submission and Approval Form 2 - 3 Product Information 4 - 6 Technical Data HSL-3 7 -11 HSL-GR 12 - 13 Method Statement 14 Test Reports according to BS5080 HSL-3 / HSL-3-G 15 - 70 HSL-GR 71 - 91 European Technical Approval HSL-3 92 - 100 Government Letter 101 - 102 Country of Origin 103 Job Reference 104 -114 Page 1 Jan 2013
Transcript of Hilti HSL-3 / HSL-GR Submission Folder · Submission folder Customer Hotline Hong Kong 8228 8118...
Submission folder
Customer Hotline Customer Hotline Hong Kong 8228 8118Macau (Toll free) 00800- 8228 8118
Hilti HSL-3 / HSL-GRSubmission Folder
Sample Submissionand Approval Form 2 - 3
Product Information 4 - 6
Technical DataHSL-3 7 - 11HSL-GR 12 - 13
Method Statement 14
Test Reports according to BS5080HSL-3 / HSL-3-G 15 - 70HSL-GR 71 - 91
European Technical ApprovalHSL-3 92 - 100
Government Letter 101 - 102
Country of Origin 103
Job Reference 104 - 114
Page 1 Jan 2013
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 HSL-3 / HSL-3-B / HSL-3-G / HSL-3-SK / HSL-GR heavy duty anchor __________________________________________________________ __________________________________________________________ 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 Austria c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein
d. Factory’s Name & Address(es) Not specified Frigo Zerspanungstechnik GmbH, Illweg 10, A-6714 Nuziders, Austria e. Supplier (with Applicator, if any) Not specified Hilti (Hong Kong) Ltd
Page 2 Jan 2013
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 3 Jan 2013
Anchoring Systems
215 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
hef
h1
I
df
tfix
Tinstdo
Heavy duty anchorHSL-3
HSL-3 programme HSL-3: hexagon bolt head (galv. to min. 5µm) Drill bit Tighten. Max. Clear- Width nom. Min. hole Anchorage Anchor torque fasten. ance across dia.,do depth, h1 depth, hef length, I Tinst thk. tfix hole, df flats, Sw Package Order designation Item no. (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)
12 80 60 83 25 5 14 13 40 HSL-3 M8/5 00371774 12 80 60 98 25 20 14 13 40 HSL-3 M8/20 00371775 12 80 60 118 25 40 14 13 40 HSL-3 M8/40 00371776 15 90 70 95 50 5 17 17 20 HSL-3 M10/5 00371777 15 90 70 110 50 20 17 17 20 HSL-3 M10/20 00371778 15 90 70 130 50 40 17 17 20 HSL-3 M10/40 00371779 18 105 80 111 80 5 20 19 20 HSL-3 M12/5 00371780 18 105 80 131 80 25 20 19 20 HSL-3 M12/25 00371781 18 105 80 156 80 50 20 19 10 HSL-3 M12/50 00371782 24 125 100 138 120 10 26 24 10 HSL-3 M16/10 00371783 24 125 100 153 120 25 26 24 10 HSL-3 M16/25 00371784 24 125 100 178 120 50 26 24 10 HSL-3 M16/50 00371785
Applications■ For fastening heavy loads, e.g. structural steel works, machine and catch-fence
■ For fastening window wall, curtain wall, skylight and canopy
■ Dynamic conditions, e.g. with vibratory or windy condition
Base material■ Cracked (for HSL-3 only) or non-cracked concrete
■ Hard natural stone
Material■ Steel Strength grade 8.8, galvanized at least 5µm (M8-M24)
■ A4-70 stainless steel (M8-M20)
Advantages■ The design of black plastic section to prevent the self-rotation in hole during setting
and collapse for flushing baseplate to the surface
■ Five different head types for choice
■ The red cap shear-off with correct torque (HSL-3-B)
■ Embedment depth mark for easy setting
Technical data Recommended load (kN), non-cracked concrete at 25N/mm², safety factor (g)=3
Model Size M8 M10 M12 M16 M20 M24
HSL-3 / HSL-3-B / Tensile Load, Nrec 7.8 9.8 12.0 16.8 23.5 30.9HSL-3-SK / HSL-3-SH Shear Load, Vrec 10.4 16.4 23.9 33.6 47.0 59.1
HSL-3-GTensile Load, Nrec 7.8 9.8 12.0 16.8 23.5 -
Shear Load, Vrec 8.7 11.6 18.1 28.6 47.0 -
HSL-GR Tensile Load, Nrec 7.5 10.9 13.2 19.9 27.4 -
Shear Load, Vrec 7.7 12.2 17.7 33.0 51.5 -
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 Manual3) HSL-3-SK and HSL-3-SH are only available up to M12
VdS
Approvals
Installation procedures
Drill hole. Blow out dust and fragments. Install anchor. Apply tightening torque (for HSL-3-B: no torque wrench is needed).
2013_07_Anchoring_Eng_final_CS5 2.indd 215 2012/12/17 下午8:24
Page 4 Jan 2013
Anchoring Systems
216Customer 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
★ Non-Stock Item in HK & Macau
HSL-3: hexagon bolt head (galv. to min. 5µm) Drill bit Tighten. Max. Clear- Width nom. Min. hole Anchorage Anchor torque fasten. ance across dia., do depth, h1 depth, hef length, I Tinst thk. tfix hole, df flats, Sw Package (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs) Order designation Item no.
28 155 125 163 200 10 31 30 6 HSL-3 M20/10 00371786 28 155 125 183 200 30 31 30 6 HSL-3 M20/30 00371787 28 155 125 213 200 60 31 30 6 HSL-3 M20/60 00371788 32 180 150 185 250 10 35 36 4 HSL-3 M24/10 00371789 32 180 150 205 250 30 35 36 4 HSL-3 M24/30 00371790 32 180 150 235 250 60 35 36 4 HSL-3 M24/60 00371791
HSL-3-B: torque control head (galv. to min. 5µm) 18 105 80 117 - 5 20 24 20 HSL-3-B M12/5 00371807 ★ 18 105 80 137 - 25 20 24 20 HSL-3-B M12/25 00371808 18 105 80 162 - 50 20 24 10 HSL-3-B M12/50 00371809 ★ 24 125 100 144 - 10 26 30 10 HSL-3-B M16/10 00371810 ★ 24 125 100 159 - 25 26 30 10 HSL-3-B M16/25 00371811 24 125 100 184 - 50 26 30 10 HSL-3-B M16/50 00371812 ★ 28 155 125 169 - 10 31 36 6 HSL-3-B M20/10 00371813 ★ 28 155 125 189 - 30 31 36 6 HSL-3-B M20/30 00371814 ★ 28 155 125 219 - 60 31 36 6 HSL-3-B M20/60 00371815 ★ 32 180 150 191 - 10 35 41 4 HSL-3-B M24/10 00371816 ★ 32 180 150 211 - 30 35 41 4 HSL-3-B M24/30 00371817 ★ 32 180 150 241 - 60 35 41 4 HSL-3-B M24/60 00371818 ★
HSL-3-G: stud head (galv. to min. 5µm) Drill bit Tighten. Max. Clear- Width nom. Min. hole Anchorage Anchor torque fasten. ance across dia., do depth, h1 depth, hef length, I Tinst thk. tfix hole, df flats, Sw Package (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs) Order designation Item no.
12 80 60 87 20 5 14 13 40 HSL-3-G M8/5 00371792 12 80 60 102 20 20 14 13 40 HSL-3-G M8/20 00371793 12 80 60 122 20 40 14 13 40 HSL-3-G M8/40 00371794 12 80 60 182 20 100 14 13 20 HSL-3-G M8/100 00371829 ★ 15 90 70 100 35 5 17 17 20 HSL-3-G M10/5 00371795 ★ 15 90 70 115 35 20 17 17 20 HSL-3-G M10/20 00371796 15 90 70 135 35 40 17 17 20 HSL-3-G M10/40 00371797 15 90 70 195 35 100 17 17 20 HSL-3-G M10/100 00371830 ★ 18 105 80 119 60 5 20 19 20 HSL-3-G M12/5 00371798 ★ 18 105 80 139 60 25 20 19 20 HSL-3-G M12/25 00371799 18 105 80 164 60 50 20 19 10 HSL-3-G M12/50 00371800 18 105 80 214 60 100 20 19 10 HSL-3-G M12/100 00371831 ★ 24 125 100 148 80 10 26 24 10 HSL-3-G M16/10 00371801 24 125 100 163 80 25 26 24 10 HSL-3-G M16/25 00371802 24 125 100 188 80 50 26 24 10 HSL-3-G M16/50 00371803 24 125 100 238 80 100 26 24 10 HSL-3-G M16/100 00371832 ★ 28 155 125 170 160 10 31 30 6 HSL-3-G M20/10 00371804 ★ 28 155 125 190 160 30 31 30 6 HSL-3-G M20/30 00371805 28 155 125 220 160 60 31 30 6 HSL-3-G M20/60 00371806 28 155 125 260 160 100 31 30 6 HSL-3-G M20/100 00371833 ★
HSL-3-SK: countersunk head (galv. to min. 5µm) 12 80 60 80 25 10 14 5 40 HSL-3-SK M8/10 00371825 12 80 60 90 25 20 14 5 40 HSL-3-SK M8/20 00371826 15 90 70 100 50 20 17 6 20 HSL-3-SK M10/20 00371827 18 105 80 120 80 25 20 8 20 HSL-3-SK M12/25 00371828
2013_07_Anchoring_Eng_final_CS5 2.indd 216 2012/12/17 下午8:24
Page 5 Jan 2013
Anchoring Systems
217 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
★ Non-Stock Item in HK & Macau
HSL-3-SH: socket head (galv. to min. 5µm) Drill bit Tighten. Max. Clear- Width nom. Min. hole Anchorage Anchor torque fasten. ance across dia., do depth, h1 depth, hef length, I Tinst thk. tfix hole, df flats, Sw Package (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs) Order designation Item no.
12 85 60 88 25 5 14 6 40 HSL-3-SH M8/5 00377341 ★ 15 95 70 120 35 20 17 8 20 HSL-3-SH M10/20 00377342 ★ 18 110 80 142 60 25 20 10 20 HSL-3-SH M12/25 00377343 ★
HSL-GR: stud head (A4 stainless steel)
12 80 65 102 25 20 14 13 40 HSL-GR M8/20 00067920 12 80 65 122 25 40 14 13 40 HSL-GR M8/40 00078730 15 90 75 115 40 20 17 17 20 HSL-GR M10/20 00067922 15 90 75 135 40 40 17 17 20 HSL-GR M10/40 00078262 18 100 80 125 80 25 20 19 20 HSL-GR M12/25 00067924 18 100 80 150 80 50 20 19 20 HSL-GR M12/50 00078265 24 125 105 157 120 25 26 24 10 HSL-GR M16/25 00067926 24 125 105 182 120 50 26 24 10 HSL-GR M16/50 00078177 28 155 130 190 200 30 31 30 6 HSL-GR M20/30 00067928 28 155 130 220 200 60 31 30 6 HSL-GR M20/60 00078182 ★
2013_07_Anchoring_Eng_final_CS5 2.indd 217 2012/12/17 下午8:24
Page 6 Jan 2013
HS
L-3
2 / 2
011
80
HS
L-3
Hea
vy d
uty
anch
or
A
nch
or
vers
ion
B
enef
its
HSL
-3
Bolt v
ersio
n H
SL-3
-G
Thre
aded
rod
versi
on
HSL
-3-B
Sa
fety c
ap
versi
on
HSL
-3-S
H
Hexa
gona
l so
cked
head
sc
rews
HSL
-3-S
K
Coun
tersu
nk
versi
on
- su
itabl
e fo
r non
-cra
cked
and
cr
acke
d co
ncre
te
- hi
gh lo
adin
g ca
paci
ty
- fo
rce-
cont
rolle
d ex
pans
ion
- re
liabl
e pu
ll-do
wn
of th
e pa
rt fa
sten
ed
- no
rota
tion
in h
ole
whe
n tig
hten
ing
bolt
Conc
rete
Tens
ile
zone
Fir
e re
sistan
ce
Shoc
k Eu
rope
an
Tech
nical
Appr
oval
CE
confo
rmity
Hi
lti an
chor
de
sign
softw
are
Ap
pro
vals
/ c
erti
fic
ates
Des
cri
pti
on
A
uth
ori
ty /
Lab
ora
tory
N
o. /
dat
e o
f is
sue
E
urop
ean
tech
nica
l app
rova
l a)
CS
TB, P
aris
E
TA-0
2/00
42 /
2008
-01-
10
ICC
-ES
repo
rt IC
C e
valu
atio
n se
rvic
e E
SR
154
5 / 2
005-
08-0
1 S
hock
proo
f fas
teni
ngs
in c
ivil
defe
nce
inst
alla
tions
B
unde
sam
t für
B
evöl
keru
ngss
chut
z, B
ern
BZS
D 0
8-60
1 / 2
008-
06-3
0
Fire
test
repo
rt IB
MB,
Bra
unsc
hwei
g U
B 3
041/
1663
-CM
/ 20
04-0
3-22
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
-02/
0042
, iss
ue 2
008-
01-1
0.
Bas
ic lo
adin
g d
ata
(fo
r a
sin
gle
an
cho
r)
All
dat
a in
th
is s
ect
ion
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
- C
oncr
ete
as s
peci
fied
in th
e ta
ble
- S
teel
failu
re
- M
inim
um b
ase
mat
eria
l thi
ckne
ss
- C
oncr
ete
C 2
0/25
, fck
,cub
e = 2
5 N
/mm
²
H
SL-
3
2 / 2
011
81
Mea
n u
ltim
ate
resi
stan
ce
N
on
-cra
cked
co
ncr
ete
C
rac
ked
co
ncr
ete
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
M
8 M
10
M12
M
16
M20
M
24
Tens
ile N
Ru,
m
[kN
] 31
,1 39
,2 47
,9 66
,9 93
,5 12
2,9
15,9
21,2
34,2
47,8
66,8
87,8
She
ar V
Ru,
m
H
SL-
3, H
SL-
3-B
, HS
L-3-
SKa)
, HSL
-3-S
H a)
[kN
] 43
,0
68,0
95
,8 13
3,8
187,0
24
5,3
40,0
56,0
68,4
95,6
133,6
17
5,6
H
SL-
3-G
b)
[kN
] 36
,1
48,1
75
,1
118,
5 18
7,0
- 36
,1
48,1
68
,4 95
,6 13
3,6
- C
har
acte
rist
ic r
esis
tan
ce
N
on
-cra
cked
co
ncr
ete
C
rac
ked
co
ncr
ete
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
M
8 M
10
M12
M
16
M20
M
24
Tens
ile N
Rk
[kN
] 23
,4 29
,5 36
,1 50
,4 70
,4 92
,6 12
,0 16
,0 25
,8 36
,0 50
,3 66
,1 S
hear
VR
k
H
SL-
3, H
SL-
3-B
, HS
L-3-
SKa)
, HSL
-3-S
H a)
[kN
] 31
,1
49,2
71
,7
100,8
14
0,9
177,
4 30
,1 42
,2 51
,5 72
,0 10
0,6
132,3
H
SL-
3-G
b)
[kN
] 26
,1
34,8
54
,3
85,7
14
0,9
- 26
,1
34,8
51
,5 72
,0 10
0,6
- D
esig
n r
esis
tan
ce
N
on
-cra
cked
co
ncr
ete
C
rac
ked
co
ncr
ete
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
M
8 M
10
M12
M
16
M20
M
24
Tens
ile N
Rd
[kN
] 15
,6 19
,7 24
,0 33
,6 47
,0 61
,7 6,7
10
,7 17
,2 24
,0 33
,5 44
,1 S
hear
VR
d
H
SL-
3, H
SL-
3-B
, HS
L-3-
SKa)
, HSL
-3-S
H a)
[kN
] 24
,9 39
,4 48
,1 67
,2 93
,9 12
3,5
20,1
28,1
34,3
48,0
67,1
88,2
H
SL-
3-G
b)
[kN
] 20
,9 27
,8 43
,4 67
,2 93
,9 -
20,1
27,8
34,3
48,0
67,1
- R
eco
mm
end
ed lo
ads
N
on
-cra
cked
co
ncr
ete
C
rac
ked
co
ncr
ete
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
M
8 M
10
M12
M
16
M20
M
24
Tens
ile N
recc)
[k
N]
7,8
9,8
12,0
16,8
23,5
30,9
4,0
5,3
8,6
12
16,7
22,0
She
ar V
recc)
H
SL-
3, H
SL-
3-B
, H
SL-
3-S
Ka), H
SL-
3-SH
a) [k
N]
10,4
16,4
23,9
33,6
47,0
59,1
10,3
14,1
17,2
24,0
33,5
44,1
H
SL-
3-G
b)
[kN
] 8,7
11
,6 18
,1 28
,6 47
,0 -
8,7
11,6
17,2
24
33,5
- a)
HS
L-3-
SK
and
HS
L-3-
SH
is o
nly
avai
labl
e up
to M
12
b) H
SL-3
-G is
onl
y av
aila
ble
up to
M20
c)
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 7 Jan 2013
HS
L-3
2 / 2
011
82
Mat
eria
ls
Mec
han
ical
pro
per
ties
of
HS
L-3
, HS
L-3
-G, H
SL
-3-B
, HS
L-3
-SH
, HS
L-3
-SK
A
nch
or
size
M
8 M
10
M12
M
16
M20
M
24
Nom
inal
tens
ile s
treng
th f u
k [N
/mm
²] 80
0 80
0 80
0 80
0 83
0 83
0 Y
ield
stre
ngth
f yk
[N/m
m²]
640
640
640
640
640
640
Stre
ssed
cro
ss-s
ectio
n A
s [m
m²]
36,6
58
,0
84,3
15
7 24
5 35
3 M
omen
t of r
esis
tanc
e W
[m
m³]
31,3
62
,5
109,
4 27
7,1
540,
6 93
5,4
Des
ign
bend
ing
resi
stan
ce
with
out s
leev
e M
Rd,
s [N
m]
24,0
48
,0
84,0
21
2,8
415,
2 71
8,4
Mat
eria
l qu
alit
y P
art
Mat
eria
l
Bolt,
thre
aded
rod
stee
l gra
de 8
.8 g
alva
nise
d to
min
. 5 µ
m
An
ch
or
dim
ensi
on
s
Dim
ensi
on
s o
f H
SL
-3, H
SL
-3-G
, HS
L-3
-B, H
SL
-3-S
H, H
SL
-3-S
K
Anch
or
vers
ion
Thre
ad
size
t fix
[mm
] d s
[m
m]
l 1 [m
m]
l 2
[mm
]
l 3
[mm
]
l 4 [m
m]
p [m
m]
min
m
ax
min
m
ax
HS
L-3
HSL
-3-G
M
8 5
200
11,9
12
32
15
,2
19
214
2
M10
5
200
14,8
14
36
17
,2
23
218
3
HS
L-3
HSL
-3-G
H
SL-3
-B
M12
5
200
17,6
17
40
20
28
22
3 3
M16
10
20
0 23
,6
20
54,4
24
,4
34,5
22
4,5
4
M20
10
20
0 27
,6
20
57
31,5
51
24
1 4
HS
L-3
HS
L-3-
B
M24
10
20
0 31
,6
22
65
39
57
247
4
HS
L-3-
SH
M
8 5
11,9
12
32
15
,2
19
2
M10
20
14
,8
14
36
17,2
38
3
M12
25
17
,6
17
40
20
48
3
HS
L-3-
SK
M
8 10
20
11
,9
12
32
15,2
18
,2
28,2
2
M10
20
14
,8
14
36
17,2
32
,2
3
M12
25
17
,6
17
40
20
40
3
H
SL-
3
2 / 2
011
83
Set
tin
g
inst
alla
tio
n e
qu
ipm
ent
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
Rot
ary
ham
mer
TE
2 –
TE16
TE
40 –
TE7
0 O
ther
tool
s ha
mm
er, t
orqu
e w
renc
h, b
low
out
pum
p S
etti
ng
inst
ruct
ion
Fo
r det
aile
d in
form
atio
n on
inst
alla
tion
see
inst
ruct
ion
for u
se g
iven
with
the
pack
age
of th
e pr
oduc
t. Fo
r tec
hnic
al d
ata
for a
ncho
rs in
dia
mon
d dr
illed
hol
es p
leas
e co
ntac
t the
Hilt
i Tec
hnic
al a
dvis
ory
serv
ice.
S
etti
ng
det
ails
: d
epth
of
dri
ll h
ole
h1
and
eff
ecti
ve a
nch
ora
ge
dep
th h
ef
Set
tin
g d
etai
ls H
SL
-3
An
cho
r v
ersi
on
H
SL
-3
M8
M10
M
12
M16
M
20
M24
Nom
inal
dia
met
er o
f dril
l bit
d o
[mm
] 12
15
18
24
28
32
Cut
ting
diam
eter
of d
rill b
it d c
ut ≤
[m
m]
12,5
15
,5
18,5
24
,55
28,5
5 32
,7
Dep
th o
f dril
l hol
e h 1
≥
[mm
] 80
90
10
5 12
5 15
5 18
0
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤
[mm
] 14
17
20
26
31
35
Effe
ctiv
e an
chor
age
dept
h h e
f [m
m]
60
70
80
100
125
150
Torq
ue m
omen
t T i
nst
[Nm
] 25
50
80
12
0 20
0 25
0
Wid
th a
cros
s SW
[m
m]
13
17
19
24
30
36
Page 8 Jan 2013
HS
L-3
2 / 2
011
84
Set
tin
g d
etai
ls H
SL
-3-G
A
nch
or
ver
sio
n
HS
L-3
-G
M8
M10
M
12
M16
M
20
Nom
inal
dia
met
er o
f dril
l bit
d o
[mm
] 12
15
18
24
28
Cut
ting
diam
eter
of d
rill b
it d c
ut ≤
[m
m]
12,5
15
,5
18,5
24
,55
28,5
5
Dep
th o
f dril
l hol
e h 1
≥
[mm
] 80
90
10
5 12
5 15
5
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤
[mm
] 14
17
20
26
31
Effe
ctiv
e an
chor
age
dept
h h e
f [m
m]
60
70
80
100
125
Torq
ue m
omen
t T i
nst
[Nm
] 20
35
60
80
16
0
Wid
th a
cros
s SW
[m
m]
13
17
19
24
30
Set
tin
g d
etai
ls H
SL
-3-B
A
nch
or
ver
sio
n
HS
L-3
-B
M12
M
16
M20
M
24
Nom
inal
dia
met
er o
f dril
l bit
d o
[mm
] 18
24
28
32
Cut
ting
diam
eter
of d
rill b
it d c
ut ≤
[m
m]
18,5
24
,55
28,5
5 32
,7
Dep
th o
f dril
l hol
e h 1
≥
[mm
] 10
5 12
5 15
5 18
0
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤
[mm
] 20
26
31
35
Effe
ctiv
e an
chor
age
dept
h h e
f [m
m]
80
100
125
150
Wid
th a
cros
s SW
[m
m]
24
30
36
41
The
torq
ue m
omen
t is
cont
rolle
d by
the
safe
ty c
ap
Set
tin
g d
etai
ls H
SL
-3-S
H
An
cho
r v
ersi
on
H
SL
-3-S
H
M8
M10
M
12
Nom
inal
dia
met
er o
f dril
l bit
d o
[mm
] 12
15
18
Cut
ting
diam
eter
of d
rill b
it d c
ut ≤
[m
m]
12,5
15
,5
18,5
Dep
th o
f dril
l hol
e h 1
≥
[mm
] 85
95
11
0
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤
[mm
] 14
17
20
Effe
ctiv
e an
chor
age
Dep
th
h ef
[mm
] 60
70
80
Torq
ue m
omen
t T i
nst
[Nm
] 25
35
60
Wid
th a
cros
s SW
[m
m]
6 8
10
H
SL-
3
2 / 2
011
85
Set
tin
g d
etai
ls H
SL
-3-S
K
An
cho
r v
ersi
on
H
SL
-3-S
K
M8
M10
M
12
Nom
inal
dia
met
er o
f dril
l bit
d o
[mm
] 12
15
18
Cut
ting
diam
eter
of d
rill b
it d c
ut ≤
[m
m]
12,5
15
,5
18,5
Dep
th o
f dril
l hol
e h 1
≥
[mm
] 80
90
10
5
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤
[mm
] 14
17
20
Dia
met
er o
f cou
nter
sunk
hol
e in
the
fixtu
re
d h =
[m
m]
22,5
25
,5
32,9
Effe
ctiv
e an
chor
age
Dep
th
h ef
[mm
] 60
70
80
Torq
ue m
omen
t T i
nst
[Nm
] 25
50
80
Siz
e of
hex
agon
soc
ket s
crew
key
SW
[m
m]
5 6
8 S
etti
ng
par
amet
ers
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
Min
imum
bas
e m
ater
ial t
hick
ness
h m
in
[mm
] 12
0 14
0 16
0 20
0 25
0 30
0
Min
imum
spa
cing
s m
in
[mm
] 60
70
80
10
0 12
5 15
0 fo
r c ≥
[m
m]
100
100
160
240
300
300
Min
imum
edg
e di
stan
ce
c min
[mm
] 60
70
80
10
0 15
0 15
0 fo
r s ≥
[m
m]
100
160
240
240
300
300
Crit
ical
spa
cing
for
split
ting
failu
re
s cr,s
p [m
m]
230
270
300
380
480
570
Crit
ical
edg
e di
stan
ce
for s
plitt
ing
failu
re
c cr,s
p [m
m]
115
135
150
190
240
285
Crit
ical
spa
cing
for
conc
rete
con
e fa
ilure
s c
r,N
[mm
] 18
0 21
0 24
0 30
0 37
5 45
0
Crit
ical
edg
e di
stan
ce
for c
oncr
ete
cone
fa
ilure
c c
r,N
[mm
] 90
10
5 12
0 15
0 18
7,5
225
For
spac
ing
(edg
e di
stan
ce)
smal
ler
than
crit
ical
spa
cing
(cr
itica
l ed
ge d
ista
nce)
the
des
ign
load
s ha
ve t
o be
re
duce
d.
Crit
ical
spa
cing
and
crit
ical
edg
e di
stan
ce fo
r spl
ittin
g fa
ilure
app
ly o
nly
for n
on-c
rack
ed c
oncr
ete.
For
cra
cked
co
ncre
te o
nly
the
criti
cal s
paci
ng a
nd c
ritic
al e
dge
dist
ance
for c
oncr
ete
cone
failu
re a
re d
ecis
ive.
Page 9 Jan 2013
HS
L-3
2 / 2
011
86
Sim
plif
ied
des
ign
met
ho
d
Sim
plifi
ed v
ersi
on o
f th
e de
sign
met
hod
acco
rdin
g E
TAG
001
, A
nnex
C.
Des
ign
resi
stan
ce
acco
rdin
g da
ta g
iven
in E
TA-0
2/00
42, i
ssue
200
8-01
-10.
�
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 tw
o an
chor
s or
mor
e th
an o
ne e
dge.
The
influ
enci
ng fa
ctor
s m
ust t
hen
be
cons
ider
ed fo
r eac
h ed
ge d
ista
nce
and
spac
ing.
The
cal
cula
ted
desi
gn lo
ads
are
then
on
the
save
sid
e: T
hey
will
be
low
er th
an th
e ex
act v
alue
s ac
cord
ing
ETA
G 0
01, A
nnex
C.
To a
void
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. T
ensi
on
load
ing
T
he
des
ign
ten
sile
res
ista
nce
is t
he
low
er v
alu
e o
f
- S
teel
resi
stan
ce:
NR
d,s
- C
oncr
ete
pull-
out r
esis
tanc
e:
NR
d,p
=
N0 R
d,p
�� f B
- C
oncr
ete
cone
resi
stan
ce:
NR
d,c
=
N0 R
d,c �
f B �
f 1,N
� f 2
,N �
f 3,N
� f r
e,N
- C
oncr
ete
split
ting
resi
stan
ce (o
nly
non-
crac
ked
conc
rete
):
N
Rd
,sp
= N
0 Rd
,c �
f B �
f 1,s
p �
f 2,s
p �
f 3,s
p �
f h,s
p �
f re,
N
B
asic
des
ign
ten
sile
res
ista
nce
D
esig
n s
teel
res
ista
nce
NR
d,s
� Ms
= 1
.5
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
NR
d,s
[kN
] 19
,5
30,9
44
,9
83,7
13
0,7
188,
3 D
esig
n p
ull
-ou
t re
sist
ance
NR
d,p
= N
0 Rd
,p ��
f B (
on
ly M
8, M
10 i
n c
rack
ed c
on
cret
e)
� Mp
≥ 1
.5
N
on
-cra
cked
co
ncr
ete
C
rac
ked
co
ncr
ete
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
M
8 M
10
M12
M
16
M20
M
24
N0 R
d,p
[kN
] N
o pu
ll-ou
t fai
lure
6,7
10
,7 N
o pu
ll-ou
t fai
lure
D
esig
n c
on
cret
e co
ne
resi
stan
ce N
Rd
,c =
N0 R
d,c
�� f B
�� f 1
,N ��
f 2,N
�� f 3
,N ��
f re,
N
D
esig
n s
plit
tin
g r
esis
tan
ce a)
NR
d,s
p =
N0 R
d,c ��
f B ��
f 1,s
p ��
f 2,s
p ��
f 3,s
p ��
f h,s
p ��
f re,
N
� Mc
= 1
.5
N
on
-cra
cked
co
ncr
ete
C
rac
ked
co
ncr
ete
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
M
8 M
10
M12
M
16
M20
M
24
N0 R
d,c
[kN
] 15
,6
19,7
24
,0
33,6
47
,0
61,7
11
,2
14,1
17
,2
24,0
33
,5
44,1
a)
Spl
ittin
g re
sist
ance
mus
t onl
y be
con
side
red
for n
on-c
rack
ed c
oncr
ete
H
SL-
3
2 / 2
011
87
Infl
uen
cin
g f
acto
rs
Infl
uen
ce o
f co
ncr
ete
stre
ng
th
Co
ncr
ete
stre
ng
th d
esi
gn
atio
n
(EN
V 2
06)
C 2
0/25
C
25/
30
C 3
0/37
C
35/
45
C 4
0/50
C
45/
55
C 5
0/60
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
,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 In
flu
ence
of
edg
e d
ista
nce
a)
c/c c
r,N
0,1
0,
2
0,3
0,
4
0,5
0,
6
0,7
0,
8
0,9
1
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 cr,s
p ≤ 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)
The
edge
dis
tanc
e sh
all n
ot b
e sm
alle
r tha
n th
e m
inim
um e
dge
dist
ance
cm
in g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
hese
influ
enci
ng fa
ctor
s m
ust b
e co
nsid
ered
for e
very
edg
e di
stan
ce.
Infl
uen
ce o
f an
cho
r sp
acin
g a)
s/s c
r,N
0,1
0,
2
0,3
0,
4
0,5
0,
6
0,7
0,
8
0,9
1
s/s c
r,sp
f 3,N =
0,
5�(1
+ s
/scr
,N) ≤
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
f 3,sp
=
0,5�
(1 +
s/s
cr,s
p) ≤
1
a)
The
anch
or s
paci
ng s
hall
not
be s
mal
ler
than
the
min
imum
anc
hor
spac
ing
s min g
iven
in t
he t
able
with
the
se
tting
det
ails
. Thi
s in
fluen
cing
fact
or m
ust b
e co
nsid
ered
for e
very
anc
hor s
paci
ng.
Infl
uen
ce o
f b
ase
mat
eria
l th
ickn
ess
h/h
ef
2,0
2,
2
2,4
2,
6
2,8
3,
0
3,2
3,
4
3,6
≥
3,68
f h,s
p =
[h/(2�h
ef)]2/
3 1
1,07
1,
13
1,19
1,
25
1,31
1,
37
1,42
1,
48
1,5
Infl
uen
ce o
f re
info
rcem
ent
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
f re,N
=
0,5
+ h e
f/200
mm
≤ 1
0,
8 a)
0,
85 a)
0,
9 a)
1
1 1
a)
This
fac
tor
appl
ies
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
≥ 15
0 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.
S
hea
r lo
adin
g
Th
e d
esig
n s
hea
r re
sist
ance
is t
he
low
er v
alu
e o
f
- S
teel
resi
stan
ce:
VR
d,s
- C
oncr
ete
pryo
ut re
sist
ance
: V
Rd
,cp =
V0 R
d,c
p ��
f B �
f 1,N
� f 2
,N �
f 3,N
� f r
e,N
- C
oncr
ete
edge
resi
stan
ce:
VR
d,c
= V
0 Rd
,c �
f B �
f ß �
f h �
f 4
Page 10 Jan 2013
HS
L-3
2 / 2
011
88
Bas
ic d
esig
n s
hea
r re
sist
ance
Des
ign
ste
el r
esis
tan
ce V
Rd
,s
�� Ms
= 1
.25
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
V Rd,
s H
SL-
3, H
SL-
3-B
, H
SL-3
-SKa)
, HS
L-3-
SHa)
[kN
] 24
,9
39,4
57
,4
80,9
11
3,5
141,
9
HSL
-3-G
[k
N]
20,9
27
,8
43,4
68
,6
113,
5 -
a) H
SL-
3-S
K a
nd H
SL-
3-S
H is
onl
y av
aila
ble
up to
M12
D
esig
n c
on
cret
e p
ryo
ut
resi
stan
ce V
Rd
,cp =
V0 R
d,c
p ��
f B ��
f 1,N
�� f 2
,N ��
f 3,N
�� f r
e,N
�� Mc
= 1
.5
N
on
-cra
cked
co
ncr
ete
C
rac
ked
co
ncr
ete
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
M
8 M
10
M12
M
16
M20
M
24
V0 Rd,
cp
[kN
] 28
,1 39
,4 48
,1 67
,2 93
,9 12
3,5
20,1
28,1
34,3
48,0
67,1
88,2
Des
ign
co
ncr
ete
edg
e re
sist
ance
a) V
Rd
,c =
V0 R
d,c
�� f B
�� f ß
�� f h
�� f 4
�� M
c =
1.5
N
on
-cra
cked
co
ncr
ete
C
rac
ked
co
ncr
ete
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
M
8 M
10
M12
M
16
M20
M
24
V0 Rd,
c [k
N]
4,7
6,5
8,6
13,7
20,9
29,7
3,3
4,6
6,1
9,8
15,0
21,2
a) F
or a
ncho
r gro
ups
only
the
anch
ors
clos
e to
the
edge
mus
t be
cons
ider
ed.
Infl
uen
cin
g f
acto
rs
Infl
uen
ce o
f co
ncr
ete
stre
ng
th
Co
ncr
ete
stre
ng
th d
esi
gn
atio
n
(EN
V 2
06)
C 2
0/25
C
25/
30
C 3
0/37
C
35/
45
C 4
0/50
C
45/
55
C 5
0/60
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
,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 In
flu
ence
of
edg
e d
ista
nce
a)
c/c c
r,N
0,1
0,
2
0,3
0,
4
0,5
0,
6
0,7
0,
8
0,9
1
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 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
a)
The
edge
dis
tanc
e sh
all n
ot b
e sm
alle
r tha
n th
e m
inim
um e
dge
dist
ance
cm
in g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
hese
influ
enci
ng fa
ctor
s m
ust b
e co
nsid
ered
for e
very
edg
e di
stan
ce.
Infl
uen
ce o
f an
cho
r sp
acin
g a)
s/s c
r,N
0,1
0,
2
0,3
0,
4
0,5
0,
6
0,7
0,
8
0,9
1
f 3,N =
0,
5�(1
+ s
/scr
,N) ≤
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
a)
The
anch
or s
paci
ng s
hall
not
be s
mal
ler
than
the
min
imum
anc
hor
spac
ing
s min g
iven
in t
he t
able
with
the
se
tting
det
ails
. Thi
s in
fluen
cing
fact
or m
ust b
e co
nsid
ered
for e
very
anc
hor s
paci
ng.
Infl
uen
ce o
f re
info
rcem
ent
An
cho
r si
ze
M8
M10
M
12
M16
M
20
M24
f re,N
=
0,5
+ h e
f/200
mm
≤ 1
0,
8 a)
0,
85 a)
0,
9 a)
1
1 1
a)
This
fac
tor
appl
ies
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
≥ 15
0 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.
H
SL-
3
2 / 2
011
89
Infl
uen
ce o
f an
gle
bet
wee
n lo
ad
ap
plie
d a
nd
th
e d
irec
tio
n p
erp
end
icu
lar
to t
he
free
ed
ge
An
gle
ß
0° -
55
° 60
° 65
° 70
° 75
° 80
° 85
° 90
° - 18
0°
f ß
1 1,
07
1,14
1,
23
1,35
1,
50
1,71
2
Infl
uen
ce o
f b
ase
mat
eria
l th
ickn
ess
h/c
0,
15
0,3
0,
45
0,6
0,
75
0,9
1,
05
1,2
1,
35
≥ 1,
5 f h
=
{h/(1
,5 �
c)} 2
/3 ≤
1
0,22
0,
34
0,45
0,
54
0,63
0,
71
0,79
0,
86
0,93
1,
00
Infl
uen
ce o
f an
cho
r sp
acin
g a
nd
ed
ge
dis
tan
ce a)
fo
r co
ncr
ete
edg
e re
sist
ance
: f 4
f 4
= (
c/h
ef)1,
5 �� (1
+ s
/ [3
�� c]
) �� 0
,5
c/h
ef
Sin
gle
an
cho
r G
rou
p o
f tw
o a
nch
ors
s/h
ef
0,75
1,
50
2,25
3,
00
3,75
4,
50
5,25
6,
00
6,75
7,
50
8,25
9,
00
9,75
10
,50
11,25
0,
50
0,35
0,
27
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,75
0,
65
0,43
0,
54
0,65
0,
65
0,65
0,
65
0,65
0,
65
0,65
0,
65
0,65
0,
65
0,65
0,
65
0,65
1,
00
1,00
0,
63
0,75
0,
88
1,00
1,
00
1,00
1,
00
1,00
1,
00
1,00
1,
00
1,00
1,
00
1,00
1,
00
1,25
1,
40
0,84
0,
98
1,12
1,
26
1,40
1,
40
1,40
1,
40
1,40
1,
40
1,40
1,
40
1,40
1,
40
1,40
1,
50
1,84
1,
07
1,22
1,
38
1,53
1,
68
1,84
1,
84
1,84
1,
84
1,84
1,
84
1,84
1,
84
1,84
1,
84
1,75
2,
32
1,32
1,
49
1,65
1,
82
1,98
2,
15
2,32
2,
32
2,32
2,
32
2,32
2,
32
2,32
2,
32
2,32
2,
00
2,83
1,
59
1,77
1,
94
2,12
2,
30
2,47
2,
65
2,83
2,
83
2,83
2,
83
2,83
2,
83
2,83
2,
83
2,25
3,
38
1,88
2,
06
2,25
2,
44
2,63
2,
81
3,00
3,
19
3,38
3,
38
3,38
3,
38
3,38
3,
38
3,38
2,
50
3,95
2,
17
2,37
2,
57
2,77
2,
96
3,16
3,
36
3,56
3,
76
3,95
3,
95
3,95
3,
95
3,95
3,
95
2,75
4,
56
2,49
2,
69
2,90
3,
11
3,32
3,
52
3,73
3,
94
4,15
4,
35
4,56
4,
56
4,56
4,
56
4,56
3,
00
5,20
2,
81
3,03
3,
25
3,46
3,
68
3,90
4,
11
4,33
4,
55
4,76
4,
98
5,20
5,
20
5,20
5,
20
3,25
5,
86
3,15
3,
38
3,61
3,
83
4,06
4,
28
4,51
4,
73
4,96
5,
18
5,41
5,
63
5,86
5,
86
5,86
3,
50
6,55
3,
51
3,74
3,
98
4,21
4,
44
4,68
4,
91
5,14
5,
38
5,61
5,
85
6,08
6,
31
6,55
6,
55
3,75
7,
26
3,87
4,
12
4,36
4,
60
4,84
5,
08
5,33
5,
57
5,81
6,
05
6,29
6,
54
6,78
7,
02
7,26
4,
00
8,00
4,
25
4,50
4,
75
5,00
5,
25
5,50
5,
75
6,00
6,
25
6,50
6,
75
7,00
7,
25
7,50
7,
75
4,25
8,
76
4,64
4,
90
5,15
5,
41
5,67
5,
93
6,18
6,
44
6,70
6,
96
7,22
7,
47
7,73
7,
99
8,25
4,
50
9,55
5,
04
5,30
5,
57
5,83
6,
10
6,36
6,
63
6,89
7,
16
7,42
7,
69
7,95
8,
22
8,49
8,
75
4,75
10
,35
5,45
5,
72
5,99
6,
27
6,54
6,
81
7,08
7,
36
7,63
7,
90
8,17
8,
45
8,72
8,
99
9,26
5,
00
11,1
8 5,
87
6,15
6,
43
6,71
6,
99
7,27
7,
55
7,83
8,
11
8,39
8,
66
8,94
9,
22
9,50
9,
78
5,25
12
,03
6,30
6,
59
6,87
7,
16
7,45
7,
73
8,02
8,
31
8,59
8,
88
9,17
9,
45
9,74
10
,02
10,31
5,
50
12,9
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)
The
anch
or s
paci
ng a
nd th
e ed
ge d
ista
nce
shal
l not
be
smal
ler t
han
the
min
imum
anc
hor s
paci
ng s
min a
nd th
e m
inim
um e
dge
dist
ance
cm
in.
Co
mb
ined
ten
sio
n a
nd
sh
ear
load
ing
Fo
r com
bine
d te
nsio
n an
d sh
ear l
oadi
ng s
ee s
ectio
n “A
ncho
r Des
ign”
.
Page 11 Jan 2013
HS
L-G
R
2 / 2
011
90
HS
L-G
R H
eavy
dut
y an
chor
B
enef
its
H
SL-G
-R
- hi
gh lo
adin
g ca
paci
ty
- fo
rce-
cont
rolle
d ex
pans
ion
- re
liabl
e pu
ll-do
wn
of p
art f
aste
ned
- no
rota
tion
in h
ole
whe
n tig
hten
ing
bolt
Conc
rete
Fire
resis
tance
Co
rrosio
n re
sistan
ce
Small
edge
dis
tance
an
d spa
cing
Bas
ic lo
adin
g d
ata
(fo
r a
sin
gle
an
cho
r)
All
dat
a in
th
is s
ect
ion
ap
plie
s to
Fo
r det
ails
see
Sim
plifi
ed d
esig
n m
etho
d -
Non
-cra
cked
con
cret
e f cc
= 3
0 N
/mm
² -
No
edge
dis
tanc
e an
d sp
acin
g in
fluen
ce
- co
rrec
t set
ting
(see
set
ting
oper
atio
ns p
age
xx)
Ch
arac
teri
stic
res
ista
nce
, Rk
[kN
]:
An
cho
r si
ze
Co
ncr
ete
F
cc [
N/m
m2 ]
M8
M10
M
12
M16
M
20
Tens
ile N
Rk
20
21.3
29
.5
32.4
48
.7
67.1
30
to 6
0 22
.5
32.7
39
.7
59.7
82
.2
She
ar V
Rk
≥ 20
23
.1
36.5
53
.1
99.0
15
4.4
Ch
arac
teri
stic
res
ista
nce
, Rk
[kN
]: S
• γ F
= S
d ≤
Rd =
Rk /
γM
actu
al lo
ad
desi
gn a
ctio
n (lo
ad
desi
gn re
sist
ance
(anc
hor)
ch
arac
teris
tic a
ncho
r res
ista
nce
nrk
ten
sile
load
vr
k s
hear
load
pa
rtial
saf
ety
fact
or (a
ctio
n)
parti
al s
afet
y fa
ctor
(res
ista
nce)
=
1.8
(con
cret
e)
≥
1.6
(ste
el)
γ F x γ M
≥ 3
(For
Hon
g K
ong
Bui
ldin
gs D
epar
tmen
t sub
mis
sion
)
H
SL-
GR
2 / 2
011
91
Des
ign
res
ista
nce
, R
d [
kN]:
fcc
= 3
0 N
/mm
2
An
cho
r si
ze
M8
M10
M
12
M16
M
20
Tens
ile N
Rk
10.4
15
.1
19.1
30
.9
45.7
She
ar V
Rk
13.9
23
.5
34.1
63
.6
91.3
Rec
om
men
de
d lo
ad
, F30
in [
kN]:
fcc
= 3
0 N
/mm
2
An
cho
r si
ze
M8
M10
M
12
M16
M
20
Tens
ile N
Rk
7.5
10.9
13
.2
19.9
27
.4
She
ar V
Rk
7.7
12.2
17
.7
33.0
51
.5
Rec
om
men
de
d lo
ad
, F30
in [
kN]:
fcc
= 3
0 N
/mm
2
F rec
= F
30 •
f A •
f R
An
cho
r si
ze
M8
M10
M
12
M16
M
20
h nom
[
mm
] 65
75
80
10
5 13
0
f A:
Infl
uen
ce o
f an
ch
or
spa
cin
g
T
ensi
le /
Sh
ear
S min =
hno
m
S cr
= 3
• h a
ct.
Sep
arat
e m
ultip
le-a
ncho
r fa
sten
ings
mus
t be
leas
t a
≥ 2
s cr a
part
to e
nsur
e th
ey d
o no
t inf
luen
ce
each
oth
er.
Anch
or s
paci
ng,
HS
L-G
R
s [m
m]
M8
M10
M
12
M16
M
20
65
0.70
75
0.72
0.
70
80
0.73
0.
71
0.70
105
0.79
0.
76
0.74
0.
70
130
0.85
0.
81
0.79
0.
73
0.70
155
0.90
0.
86
0.84
0.
77
0.72
175
0.95
0.
90
0.87
0.
80
0.75
195
1.0
0.94
0.
91
0.82
0.
77
225
1.
0 1.
0 0.
87
0.80
240
1.0
0.89
0.
82
275
0.
94
0.86
315
1.
0 0.
91
350
1.
0 0.
95
395
1.0
430
1.0
Page 12 Jan 2013
HS
L-G
R
2 / 2
011
92
f R:
Infl
uen
ce o
f ed
ge
dis
tan
ce
T
ensi
le, f
RN
Sh
ear,
fR
V
Edg
e di
stan
ce
An
cho
r S
ize
A
nch
or
Siz
e
s [m
m]
M8
M10
M
12
M16
M
20
M8
M10
M
12
M16
M
20
65
0.70
0.
30
75
0.73
0.
70
0.
37
0.30
80
0.75
0.
71
0.70
0.
40
0.44
0.
30
105
0.82
0.
78
0.76
0.
70
0.
59
0.59
0.
44
0.30
130
0.90
0.
85
0.83
0.
74
0.70
0.
77
0.74
0.
59
0.41
0.
30
155
0.97
0.
91
0.88
0.
79
0.73
0.
95
0.78
0.
74
0.52
0.
39
162
1.0
0.93
0.
90
0.80
0.
75
1.0
0.85
0.
78
0.55
0.
41
187
1.
0 0.
96
0.85
0.
78
1.
0 0.
92
0.66
0.
50
200
1.0
0.88
0.
80
1.0
0.72
0.
55
225
1.0
0.92
0.
84
1.0
0.83
0.
64
265
1.
0 0.
91
1.
0 0.
79
275
1.
0 0.
92
1.
0 0.
82
300
1.
0 0.
96
1.
0 0.
91
325
1.0
1.0
350
1.0
1.0
C
min =
hno
m, C
cr
= 2.
5 • h
act.
Cm
in =
hno
m, C
cr
= 2.
5 • h
nom
Fo
r co
mb
ined
lo
ads
wit
h in
flu
ence
of
edg
e d
ista
nc
e :
Th
ere
mus
t be
rein
forc
emen
t in
the
edge
of a
con
cret
e co
mpo
nent
whi
ch c
an ta
ke u
p 0.
25 ti
mes
the
anch
or lo
ad if
th
e ed
ge d
ista
nce
is e
qual
to o
r les
s th
an c
cr.
Set
tin
g d
etai
ls
H
SL-
GR
2 / 2
011
93
Set
ting
Det
ails
A
nch
or
size
HS
L-G
R
M8/
20
M10
/20
M12
/25
M16
/25
M20
/30
d o
[mm
] D
rill b
it di
amet
er
12
15
18
24
28
h 1
[mm
] H
ole
dept
h 80
90
10
0 12
5 15
5
h nom
[m
m]
Min
. Anc
hora
ge d
epth
65
75
80
10
5 13
0
t fix
[mm
] M
ax. F
ixtu
re th
ickn
ess
20
20
25
25
30
l [m
m]
Anch
or le
ngth
10
2 11
5 12
5 15
7 19
0
h n
[mm
] H
ead
heig
ht +
was
her
9.5
12.0
15
.0
18.0
22
.0
t inst
[Nm
] Ti
ghte
ning
torq
ue
25
40
80
120
200
s w
[mm
] W
idth
acr
oss
flats
13
17
19
24
30
d h
[mm
] C
lear
ance
hol
e 14
17
20
26
31
d w
[mm
] W
ashe
r dia
met
er
20
25
30
40
45
h [m
m]
Min
. Bas
e m
ater
ials
thic
knes
s 12
0 14
0 16
0 18
0 22
0
Dril
l bit
TE-C
3X
12/2
2 15
/27
18/3
2 -
-
Dril
l bit
TE-Y
X
- -
18/3
2 24
/32
28/3
2 In
stal
lati
on
eq
uip
men
t
Rot
ary
ham
mer
(TE
2, T
E6, T
E6A,
TE7
, TE7
A, T
E16,
TE3
0, T
E40,
TE5
0, T
E60,
TE7
0, T
E80)
a h
amm
er a
nd a
to
rque
wre
nch.
S
etti
ng
op
erat
ion
s
A
nc
ho
r m
ech
anic
al p
rop
erti
es
A
nch
or
size
H
SL
-GR
M
8 M
10
M12
M
16
M20
f uk
[N/m
m2 ]
Nom
inal
tens
ile s
treng
th
700
700
700
700
700
f yk
[N/m
m2 ]
Yie
ld s
treng
th
450
450
450
450
450
A s
[mm
2 ] S
tress
ed c
orss
-sec
tion
36.6
58
.0
84.3
15
7 24
5
W
[mm
3 ] E
ffect
ive
mom
ent o
f res
ista
nce
31.2
62
.3
109
277
541
Md
[Nm
] D
esig
n be
ndin
g m
omen
t 18
.8
33.5
58
.8
149
291
Page 13 Jan 2013
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)
Page 1 of 1
Hilti HSL Heavy Duty Anchor
SETTING OPERATION
Hilti HSL Heavy Duty Anchor Versions : HSL-3 / HSL-3-G / HSL-3-B / HSL-3-SK
HSL-3-SH / HSL-GR
Accessories : NIL
Reference : 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 an appropriate tightening torque
Page 14 Jan 2013
Summary of Test result of Hilti HSL-3 Heavy Duty Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M8 - M24
Material:
Coating: min. 5 microns meter thick of zinc plating
Concrete Description: [supplied and tested by Materialab Ltd & ETS Testconsult Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
Name of Laboratory: Materialab Ltd (HOKLAS No. 015) & ETS-Testconsult Ltd (HOKLAS No. 022)
Test Method: BS 5080: Part 1: 1993
BS 5080: Part 2: 1986
Date Tested: Dec-02
Test Result:
Result 1 Result 2 Result 3 Result 4 Result 5Avg.
Value
Std.
Dev.
Charact.
Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]
Tensile 25.39 27.64 27.60 28.03 28.35 27.40 1.17 23.43
Shear 53.00 44.80 47.20 41.50 53.30 47.96 5.15 30.39
Tensile 49.96 49.47 50.42 48.70 50.21 49.75 0.69 47.41
Shear 57.18 53.50 54.02 54.52 52.14 54.27 1.85 47.96
Tensile 70.11 72.57 73.27 72.60 73.23 72.36 1.30 67.93
Shear 90.24 88.96 88.13 89.28 88.58 89.04 0.80 86.32
Tensile 96.69 96.69 92.71 100.42 94.30 96.16 2.92 86.21
Shear 129.20 121.54 127.51 131.40 128.55 127.64 3.70 115.04
Tensile 141.19 143.28 160.36 160.36 133.36 147.71 12.13 106.36
Shear 165.07 161.21 168.32 165.19 164.98 164.95 2.52 156.36
Tensile 186.10 196.75 186.90 181.75 194.00 189.10 6.13 168.19
Shear 224.88 223.60 233.51 227.39 226.66 227.21 3.82 214.17
HSL-3
Galvanized steel
Size Type
HSL-3 M8
HSL-3 M10
HSL-3 M20
HSL-3 M24
HSL-3 M12
HSL-3 M16
Page 15 Jan 2013
Page 16 Jan 2013
Page 17 Jan 2013
Page 18 Jan 2013
Page 19 Jan 2013
Page 20 Jan 2013
Page 21 Jan 2013
Page 22 Jan 2013
Page 23 Jan 2013
Page 24 Jan 2013
Page 25 Jan 2013
Page 26 Jan 2013
Page 27 Jan 2013
Page 28 Jan 2013
Page 29 Jan 2013
Page 30 Jan 2013
Page 31 Jan 2013
Page 32 Jan 2013
Page 33 Jan 2013
Page 34 Jan 2013
Page 35 Jan 2013
Page 36 Jan 2013
Page 37 Jan 2013
Page 38 Jan 2013
Page 39 Jan 2013
Summary of Test result of Hilti HSL-3-G Heavy Duty Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M8 - M20
Material:
Coating: min. 5 microns meter thick of zinc plating
Concrete Description: [supplied and tested by Hong Kong Testing Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
Name of Laboratory: Hong Kong Testing Co Ltd (HOKLAS No. 012)
Test Method: BS 5080: Part 1: 1993
BS 5080: Part 2: 1986
Date Tested: June-06
Test Result:
Result 1 Result 2 Result 3 Result 4 Result 5Avg.
Value
Std.
Dev.
Charact.
Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]
Tensile 27.10 26.50 26.90 26.90 27.30 26.94 0.30 25.93
Shear 30.50 30.70 30.00 31.40 30.60 30.64 0.50 28.92
Tensile 37.50 36.40 37.60 36.40 36.30 36.84 0.65 34.62
Shear 51.70 47.50 47.20 48.80 50.00 49.04 1.86 42.70
Tensile 62.70 59.60 58.40 58.50 57.90 59.42 1.94 52.82
Shear 84.60 84.00 82.80 83.40 84.50 83.86 0.76 81.27
Tensile 87.80 86.60 88.20 86.40 84.00 86.60 1.64 81.00
Shear 96.40 97.20 96.40 98.30 96.90 97.04 0.78 94.37
Tensile 99.30 96.10 99.50 98.80 99.30 98.60 1.42 93.75
Shear 162.00 164.50 163.20 163.80 164.30 163.56 1.01 160.13
HSL-3-G M12
HSL-3-G M16
HSL-3-G M20
Size Type
HSL-3-G M8
HSL-3-G M10
HSL-3-G
Galvanized steel
Page 40 Jan 2013
Page 41 Jan 2013
Page 42 Jan 2013
Page 43 Jan 2013
Page 44 Jan 2013
Page 45 Jan 2013
Page 46 Jan 2013
Page 47 Jan 2013
Page 48 Jan 2013
Page 49 Jan 2013
Page 50 Jan 2013
Page 51 Jan 2013
Page 52 Jan 2013
Page 53 Jan 2013
Page 54 Jan 2013
Page 55 Jan 2013
Page 56 Jan 2013
Page 57 Jan 2013
Page 58 Jan 2013
Page 59 Jan 2013
Page 60 Jan 2013
Page 61 Jan 2013
Page 62 Jan 2013
Page 63 Jan 2013
Page 64 Jan 2013
Page 65 Jan 2013
Page 66 Jan 2013
Page 67 Jan 2013
Page 68 Jan 2013
Page 69 Jan 2013
Page 70 Jan 2013
Summary of Test result of Hilti HSL-GR Heavy Duty Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M8 - M20
Material:
Coating: N/A
Concrete Description: [supplied and tested by ETS Testconsult Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
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 5Avg.
Value
Std.
Dev.
Charact.
Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]
Tensile 23.60 23.50 23.50 23.00 23.50 23.42 0.24 22.61
Shear 42.40 40.50 40.50 41.40 40.70 41.10 0.82 38.32
Tensile 39.00 40.40 39.50 38.90 35.40 38.64 1.91 32.14
Shear 50.50 52.80 52.20 50.90 48.70 51.02 1.60 45.57
Tensile 45.50 44.70 44.40 42.60 45.50 44.54 1.19 40.49
Shear 85.90 83.30 82.20 76.90 76.80 81.02 4.04 67.25
Tensile 100.30 103.20 107.20 94.50 92.40 99.52 6.10 78.71
Shear 127.60 126.40 124.20 124.60 123.60 125.28 1.66 119.60
Tensile 112.90 113.00 107.60 109.10 115.10 111.54 3.09 101.01
Shear 186.20 187.00 186.00 180.30 178.60 183.62 3.87 170.42
HSL-GR
A4-70 stainless steel
Size Type
HSL-GR M8
HSL-GR M10
HSL-GR M20
HSL-GR M12
HSL-GR M16
Page 71 Jan 2013
Page 72 Jan 2013
Page 73 Jan 2013
Page 74 Jan 2013
Page 75 Jan 2013
Page 76 Jan 2013
Page 77 Jan 2013
Page 78 Jan 2013
Page 79 Jan 2013
Page 80 Jan 2013
Page 81 Jan 2013
Page 82 Jan 2013
Page 83 Jan 2013
Page 84 Jan 2013
Page 85 Jan 2013
Page 86 Jan 2013
Page 87 Jan 2013
Page 88 Jan 2013
Page 89 Jan 2013
Page 90 Jan 2013
Page 91 Jan 2013
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent
4, a
venu
e du
Rec
teur
Poi
ncar
éF
-757
82 P
AR
IS C
edex
16
Tél
. :(3
3) 0
1 40
50
28 2
8F
ax :
(33)
01
45 2
5 61
51
Aut
oris
é et
notif
ié c
onfo
rmém
ent à
l’art
icle
10
de la
dire
ctiv
e89
/106
/EE
C d
u C
onse
il, d
u21
déc
embr
e 19
88, r
elat
ive
aura
ppro
chem
ent d
es d
ispo
sitio
nslé
gisl
ativ
es, r
égle
men
taire
set
adm
inis
trat
ives
des
Eta
tsm
embr
es c
once
rnan
tle
s pr
odui
ts d
eco
nstr
uctio
n.
ME
MB
RE
DE
L’E
OT
A
Eu
rop
ea
n T
ec
hn
ica
l A
pp
rov
al
ET
A-0
2/0
04
2(E
nglis
h la
ngua
ge tr
ansl
atio
n, th
e or
igin
al v
ersi
on is
in F
renc
h la
ngua
ge)
Nom
com
mer
cial
:T
rad
e n
am
e:
Hil
tiH
SL
-3
Titu
laire
:H
old
er
of
ap
pro
val:
H
ilti
AG
, B
usin
ess U
nit
An
ch
ors
FL
-9494 S
CH
AA
N
Pri
ncip
ality
of
Lie
ch
ten
ste
in
Typ
e gé
nériq
ue e
t util
isat
ion
prév
ue d
u pr
odui
t de
cons
truc
tion
:C
hevi
lle m
étal
lique
en
acie
r ga
lvan
isé,
à e
xpan
sion
par
vis
sage
à
coup
le c
ontr
ôlé,
de
fixat
ion
dans
le b
éton
: di
amèt
res
M8,
M10
,M12
,M
16, M
20 e
t M24
.G
en
eri
c t
yp
e a
nd
use o
f
co
nstr
ucti
on
pro
du
ct:
To
rqu
e-c
on
tro
lled
exp
an
sio
n a
nch
or,
mad
e o
f g
alv
an
ised
ste
el,
fo
r u
se
in
co
nc
rete
: s
ize
s M
8,
M1
0,
M1
2,
M1
6,
M2
0 a
nd
M24.
Val
idité
du :
au :
Valid
ity f
rom
/ t
o:
01/1
2/2
003
09/0
1/2
008
Usi
ne d
e fa
bric
atio
n :
Ma
nu
fac
turi
ng
pla
nt:
Pla
nt,
Au
str
ia
Le p
rése
nt A
grém
ent t
echn
ique
eur
opée
n co
ntie
nt :
Th
is E
uro
pean
Tech
nic
al
Ap
pro
val
co
nta
ins:
18 p
ages
incl
uant
11
anne
xes
fais
ant p
artie
inté
gran
te d
u do
cum
ent.
18
pa
ge
s i
nc
lud
ing
11
an
ne
xe
s w
hic
h f
orm
an
in
teg
ral
pa
rt
of
the d
ocu
men
t.
Thi
s E
urop
ean
Tec
hnic
al A
ppro
val r
epla
ces
ET
A-0
2/00
42 w
ith v
alid
ity fr
om 0
9/01
/200
3 to
09/
01/2
008
Cet
Agr
émen
t Tec
hniq
ue E
urop
éen
rem
plac
e E
TA
-02/
0042
val
ide
du 0
9/01
/200
3 au
09/
01/2
008
Org
anis
atio
n po
ur l’
Agr
émen
t Tec
hniq
ue E
urop
éen
Eur
opea
n O
rgan
isat
ion
for
Tec
hnic
al A
ppro
vals
Pag
e2
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
42
IL
EG
AL
BA
SE
S A
ND
GE
NE
RA
L C
ON
DIT
ION
S
1.T
his
Eur
opea
n T
echn
ical
A
ppro
val
is
issu
ed
by
the
Cen
tre
Sci
entif
ique
et
T
echn
ique
du
Bât
imen
t in
acco
rdan
ce w
ith:
−C
ounc
il D
irect
ive
89/1
06/E
EC
of
21
D
ecem
ber
1988
on
th
e ap
prox
imat
ion
of
law
s,re
gula
tions
an
d ad
min
istr
ativ
e pr
ovis
ions
of
M
embe
r S
tate
s re
latin
g to
co
nstr
uctio
npr
oduc
ts1 , m
odifi
ed b
y th
e C
ounc
il D
irect
ive
93/6
8/E
EC
of 2
2 Ju
ly 1
9932 ;
−D
écre
t n°
92-6
47
du
8 ju
illet
19
923
conc
erna
nt
l’apt
itude
à
l’usa
ge
des
prod
uits
de
cons
truc
tion;
−C
omm
on
Pro
cedu
ral
Rul
es
for
Req
uest
ing,
P
repa
ring
and
the
Gra
ntin
g of
E
urop
ean
Tec
hnic
al A
ppro
vals
set
out
in th
e A
nnex
of C
omm
issi
on D
ecis
ion
94/2
3/E
C4 ;
−G
uide
line
for
Eur
opea
n T
echn
ical
A
ppro
val
of
«M
etal
A
ncho
rs
for
use
in
Con
cret
e»
ET
AG
001,
edi
tion
1997
, P
art
1 «
Anc
hors
in
gene
ral»
and
Par
t2
«T
orqu
e-co
ntro
lled
expa
nsio
nan
chor
s».
2.T
he
Cen
tre
Sci
entif
ique
et
T
echn
ique
du
B
âtim
ent
is
auth
oris
ed
to
chec
k w
heth
er
the
prov
isio
ns o
f th
is E
urop
ean
Tec
hnic
al A
ppro
val
are
met
. C
heck
ing
may
tak
epl
ace
in t
hem
anuf
actu
ring
plan
t (f
or
exam
ple
conc
erni
ng
the
fulfi
lmen
t of
as
sum
ptio
ns
mad
e in
th
isE
urop
ean
Tec
hnic
al A
ppro
val w
ith r
egar
d to
man
ufac
turin
g). N
ever
thel
ess,
the
resp
onsi
bilit
y fo
r th
e co
nfor
mity
of t
he p
rodu
cts
with
the
Eur
opea
n T
echn
ical
App
rova
l and
for
thei
r fit
ness
for
the
inte
nded
use
rem
ains
with
the
hold
er o
f the
Eur
opea
n T
echn
ical
App
rova
l.
3.T
his
Eur
opea
n T
echn
ical
App
rova
l is
not
to
be t
rans
ferr
ed t
o m
anuf
actu
rers
or
agen
ts o
fm
anuf
actu
rer
othe
r th
an t
hose
ind
icat
ed o
n pa
ge 1
; or
man
ufac
turin
g pl
ants
oth
er t
han
thos
ein
dica
ted
on p
age
1 of
this
Eur
opea
n T
echn
ical
App
rova
l.
4.T
his
Eur
opea
n T
echn
ical
App
rova
l may
be
with
draw
n by
the
Cen
tre
Sci
entif
ique
et
Tec
hniq
uedu
Bât
imen
t pur
suan
t to
Art
icle
5 (
1) o
f the
Cou
ncil
Dire
ctiv
e 89
/106
/EE
C.
5.R
epro
duct
ion
of t
his
Eur
opea
n T
echn
ical
App
rova
l in
clud
ing
tran
smis
sion
by
elec
tron
ic m
eans
shal
l be
in
full.
How
ever
, pa
rtia
l re
prod
uctio
n ca
n be
mad
e w
ith t
he w
ritte
n co
nsen
t of
the
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent.
In t
his
case
par
tial
repr
oduc
tion
has
to b
ede
sign
ated
as
such
. Tex
ts a
nd d
raw
ings
of a
dver
tisin
g br
ochu
res
shal
l not
con
trad
ict o
r m
isus
e th
e E
urop
ean
Tec
hnic
al A
ppro
val.
6.T
he E
urop
ean
Tec
hnic
al A
ppro
val
is i
ssue
d by
the
app
rova
l bo
dy i
n its
offi
cial
lan
guag
e. T
his
vers
ion
corr
espo
nds
to t
he v
ersi
on c
ircul
ated
with
in E
OT
A.
Tra
nsla
tions
int
o ot
her
lang
uage
sha
ve to
be
desi
gnat
ed a
s su
ch.
1O
ffic
ial J
ourn
al o
f th
e E
urop
ean
Com
mun
ities
n°
L 4
0, 1
1.2.
1989
, p. 1
22
Off
icia
l Jou
rnal
of
the
Eur
opea
n C
omm
uniti
es n
° L
220
, 30.
8.19
93, p
. 13
Jour
nal o
ffic
iel d
e la
Rép
ubliq
ue f
ranç
aise
du
14 ju
illet
199
24
Off
icia
l Jou
rnal
of
the
Eur
opea
n C
omm
uniti
es n
° L
17,
20.
1.19
94, p
. 34
Page 92 Jan 2013
Pag
e3
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
42
IIS
PE
CIF
IC C
ON
DIT
ION
S O
F T
HE
EU
RO
PE
AN
TE
CH
NIC
AL
AP
PR
OV
AL
1D
efi
nit
ion
of
pro
du
ct
an
d i
nte
nd
ed
use
1.1
. D
efi
nit
ion
of
pro
du
ct
The
Hilt
ihea
vy d
uty
HS
L-3
anch
or in
the
ran
ge o
f M
8 to
M24
is a
torq
ue-c
ontr
olle
d ex
pans
ion
anch
or m
ade
of g
alva
nise
d st
eel.
The
Hilt
ihe
avy
duty
HS
L-3
anch
or i
s av
aila
ble
infiv
eve
rsio
ns:
an h
exag
onal
bol
t ve
rsio
n (H
SL-
3) in
the
ran
ge o
f M
8 to
M24
; a
thre
aded
rod
ver
sion
(HS
L-3-
G)
in t
he r
ange
of
M8
to M
20;
a sa
fety
cap
ver
sion
(H
SL-
3-B
) in
the
ran
ge o
f M
12 t
oM
24;
a so
cket
hex
agon
al h
ead
vers
ion
(HS
L-3-
SH
) in
the
ran
ge M
8 to
M12
; a
coun
ters
unk
vers
ion
(HS
L-3-
SK
) in
the
ran
ge o
f M
8 to
M12
. It
is p
lace
d in
to a
drill
edho
lean
d an
chor
ed b
yto
rque
-con
trol
led
expa
nsio
n.F
or th
e in
stal
led
anch
or s
ee F
igur
es g
iven
in A
nnex
1.
1.2
. In
ten
de
d u
se
The
anc
hor
is i
nten
ded
to b
e us
ed f
or a
ncho
rage
s fo
r w
hich
req
uire
men
ts f
or m
echa
nica
lre
sist
ance
and
sta
bilit
y an
d sa
fety
in u
se in
the
sens
e of
the
Ess
entia
l Req
uire
men
ts 1
and
4 o
f C
ounc
il D
irect
ive
89/1
06/E
EC
sha
ll be
ful
fille
d an
d fa
ilure
of
anch
orag
es m
ade
with
the
sepr
oduc
ts w
ould
com
prom
ise
the
stab
ility
of
the
wor
ks,
caus
e ris
k to
hum
an l
ife a
nd/o
r le
ad t
oco
nsid
erab
le e
cono
mic
con
sequ
ence
s. T
he a
ncho
r is
to b
e us
ed o
nly
for
anch
orag
es s
ubje
ct to
st
atic
or
quas
i-sta
tic l
oadi
ng i
n re
info
rced
or
unre
info
rced
nor
mal
wei
ght
conc
rete
of
stre
ngth
clas
ses
C20
/25
min
imum
to
C50
/60
max
imum
acc
ordi
ng t
o E
NV
206
-1:
2000
-12.
It
may
be
anch
ored
in c
rack
ed a
nd n
on-c
rack
ed c
oncr
ete.
The
anc
hor
may
onl
y be
use
d in
con
cret
e su
bjec
t to
dry
inte
rnal
con
ditio
ns.
The
pro
visi
ons
mad
e in
thi
s E
urop
ean
Tec
hnic
al A
ppro
val a
re b
ased
on
an a
ssum
ed in
tend
edw
orki
ng l
ife o
f th
e an
chor
of
50 y
ears
. T
he i
ndic
atio
ns g
iven
on
the
wor
king
life
can
not
bein
terp
rete
d as
a g
uara
ntee
giv
en b
y th
e pr
oduc
er,
but
are
to b
e re
gard
ed o
nly
as a
mea
ns f
orch
oosi
ng t
he r
ight
pro
duct
s in
rel
atio
n to
the
exp
ecte
d ec
onom
ical
ly r
easo
nabl
e w
orki
ng li
fe o
fth
e w
orks
.
2C
ha
rac
teri
sti
cs
of
pro
du
ct
an
d m
eth
od
s o
f v
eri
fic
ati
on
2.1
.C
hara
cte
risti
cs o
f p
rod
uct
The
anc
hor
in t
he r
ange
of
M8
to M
24 c
orre
spon
ds t
o th
e dr
awin
gs a
nd p
rovi
sion
s gi
ven
inA
nnex
es 1
to
7. T
he c
hara
cter
istic
mat
eria
l va
lues
, di
men
sion
s an
d to
lera
nces
of
the
anch
orno
t in
dica
ted
in A
nnex
es 2
to
7 sh
all
corr
espo
nd t
o th
e re
spec
tive
valu
es l
aid
dow
n in
the
tech
nica
l do
cum
enta
tion5
of
this
E
urop
ean
Tec
hnic
al
App
rova
l. T
he
char
acte
ristic
an
chor
valu
es f
or t
he d
esig
n of
anc
hora
ges
are
give
n in
Ann
exes
8 to
11.
The
ste
el g
rade
of
all
vers
ions
with
bol
t (H
SL-
3; H
SL-
3-B
; H
SL-
3-S
H;
HS
L-3-
SK
) or
thr
eade
d ro
d (H
SL-
3-G
)sh
all a
tle
ast
corr
espo
nd t
o th
e st
reng
th c
lass
8.8
acc
ordi
ng t
o E
N I
SO
898
-1 a
nd g
alva
nise
d F
e/Z
n 5
acco
rdin
g to
EN
ISO
404
2.
Eac
h an
chor
is
mar
ked
on t
hedi
stan
ce s
leev
e w
ith t
he p
rodu
ct n
ame
(HS
L-3)
, th
eno
min
aldi
amet
er a
nd th
e m
axim
um th
ickn
ess
of th
e fix
ture
acc
ordi
ng to
Ann
ex 4
.
5T
he te
chni
cal d
ocum
enta
tion
of th
is E
urop
ean
Tec
hnic
al A
ppro
val i
s de
posi
ted
at th
e C
entr
e S
cien
tifiq
ue
et T
echn
ique
du
Bât
imen
t and
, as
far
as r
elev
ant f
or th
e ta
sks
of th
e ap
prov
ed b
odie
s in
volv
ed in
the
atte
stat
ion
of c
onfo
rmity
pro
cedu
re, i
s ha
nded
ove
r to
the
appr
oved
bod
ies.
Pag
e4
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
42
As
exam
ple
: HS
L-3
M16
/50
The
anc
hor
shal
l onl
y be
pac
kage
d an
d su
pplie
d as
a c
ompl
ete
unit.
2.2
.M
eth
od
s o
f veri
ficati
on
The
ass
essm
ent
of f
itnes
s of
the
anc
hor
for
the
inte
nded
use
in r
elat
ion
to t
he r
equi
rem
ents
for
m
echa
nica
l re
sist
ance
an
d st
abili
ty
and
safe
ty
in
use
in
the
sens
e of
th
e E
ssen
tial
Req
uire
men
ts 1
and
4 h
as b
een
mad
e in
acc
orda
nce
with
the
«G
uide
line
for
Eur
opea
nT
echn
ical
App
rova
l of
Met
al A
ncho
rs f
or u
se in
Con
cret
e»,
Par
t 1
«A
ncho
rs in
gen
eral
» an
dP
art2
«T
orqu
e-co
ntro
lled
expa
nsio
n an
chor
s»,
on
the
basi
s of
Opt
ion
1.
3E
valu
ati
on
of
Co
nfo
rmit
y a
nd
CE
mark
ing
3.1
.A
ttesta
tio
n o
f co
nfo
rmit
y s
yste
m
The
sys
tem
of
atte
stat
ion
of c
onfo
rmity
2(i)
(re
ferr
ed t
o as
sys
tem
1) a
ccor
ding
to
Cou
ncil
Dire
ctiv
e 89
/106
/EE
C A
nnex
III la
id d
own
by th
e E
urop
ean
Com
mis
sion
pro
vide
s:
a) ta
sks
for
the
man
ufac
ture
r:
1. fa
ctor
y pr
oduc
tion
cont
rol,
2. fu
rthe
r te
stin
g of
sam
ples
take
n at
the
fact
ory
by th
e m
anuf
actu
rer
in a
ccor
danc
e w
ith a
pre
scrib
ed te
st p
lan.
b) ta
sks
for
the
appr
oved
bod
y:
3. in
itial
type
-tes
ting
of th
e pr
oduc
t,4.
initi
al in
spec
tion
of fa
ctor
y an
d of
fact
ory
prod
uctio
n co
ntro
l,5.
con
tinuo
us s
urve
illan
ce, a
sses
smen
t and
app
rova
l of f
acto
ry p
rodu
ctio
n co
ntro
l.
3.2
.R
esp
on
sib
ilit
ies
3.2.
1.T
asks
of t
he m
anuf
actu
rer,
fact
ory
prod
uctio
n co
ntro
l
The
man
ufac
ture
r ha
s a
fact
ory
prod
uctio
n co
ntro
l sys
tem
in th
e pl
ant a
nd e
xerc
ises
per
man
ent
inte
rnal
con
trol
of
prod
uctio
n. A
ll th
e el
emen
ts,
requ
irem
ents
and
pro
visi
ons
adop
ted
by t
hem
anuf
actu
rer
are
docu
men
ted
in a
sys
tem
atic
man
ner
in t
he f
orm
of
writ
ten
polic
ies
and
proc
edur
es.
Thi
s pr
oduc
tion
cont
rol
syst
em e
nsur
es t
hat
the
prod
uct
is i
n co
nfor
mity
with
the
Eur
opea
n T
echn
ical
App
rova
l.
The
man
ufac
ture
r sh
all o
nly
use
raw
mat
eria
ls s
uppl
ied
with
the
rel
evan
t in
spec
tion
docu
men
ts
as l
aid
dow
n in
the
pre
scrib
ed t
est
plan
6 . T
he i
ncom
ing
raw
mat
eria
ls s
hall
be s
ubje
ct t
oco
ntro
ls a
nd t
ests
by
the
man
ufac
ture
r be
fore
acc
epta
nce.
Che
ck o
f in
com
ing
mat
eria
ls s
uch
as n
uts,
was
hers
, w
ire f
or b
olts
and
sle
eves
sha
ll in
clud
e co
ntro
l of
the
ins
pect
ion
docu
men
tspr
esen
ted
by
supp
liers
(c
ompa
rison
w
ith
nom
inal
va
lues
) by
ve
rifyi
ng
dim
ensi
on
and
dete
rmin
ing
mat
eria
l pro
pert
ies,
e.g
. ten
sile
str
engt
h, h
ardn
ess,
sur
face
fini
sh.
The
man
ufac
ture
d co
mpo
nent
s of
the
anch
or s
hall
be s
ubje
cted
to th
e fo
llow
ing
test
s:
−D
imen
sion
s of
com
pone
nt p
arts
: bo
lt (d
iam
eter
s, le
ngth
s, th
read
);di
stan
cesl
eeve
(le
ngth
s, in
tern
al a
nd e
xter
nal d
iam
eter
s);
e
xpan
sion
sle
eve
(leng
ths,
inte
rnal
and
ext
erna
l dia
met
ers,
geo
met
ry o
f the
exp
ansi
on p
art)
;
6T
he p
resc
ribed
test
pla
n ha
s be
en d
epos
ited
at th
e C
entr
e S
cien
tifiq
ue e
t Tec
hniq
ue d
u B
âtim
ent a
nd is
on
ly m
ade
avai
labl
e to
the
appr
oved
bod
ies
invo
lved
in th
e co
nfor
mity
atte
stat
ion
proc
edur
e.
Page 93 Jan 2013
Pag
e5
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
42
hexa
gona
l nut
(pr
oper
run
ning
, wre
nch
size
acr
oss
flats
);w
ashe
r (d
iam
eter
s, th
ickn
ess)
.−
Mat
eria
l pr
oper
ties:
bol
t (u
ltim
ate
tens
ile s
tren
gth)
, sl
eeve
(ul
timat
e te
nsile
str
engt
h fo
r th
era
w m
ater
ial),
hex
agon
al n
ut (
proo
f lo
ad),
was
her
(ulti
mat
e te
nsile
str
engt
h fo
r th
e ra
wm
ater
ial).
−V
isua
l con
trol
of c
orre
ct a
ssem
bly
and
of c
ompl
eten
ess
of th
e an
chor
.
The
fre
quen
cy o
f co
ntro
ls a
nd t
ests
con
duct
ed d
urin
g pr
oduc
tion
and
on th
e as
sem
bled
anc
hor
is la
id d
own
in t
he p
resc
ribed
tes
t pl
an t
akin
g ac
coun
t of
the
aut
omat
ed m
anuf
actu
ring
proc
ess
of th
e an
chor
.
The
res
ults
of
fact
ory
prod
uctio
n co
ntro
l ar
e re
cord
ed a
nd e
valu
ated
. T
he r
ecor
ds i
nclu
de a
tle
ast t
he fo
llow
ing
info
rmat
ion:
−de
sign
atio
n of
the
prod
uct,
basi
c m
ater
ial a
nd c
ompo
nent
s;−
type
of c
ontr
ol o
r te
stin
g;−
date
of
man
ufac
ture
of
the
prod
uct
and
date
of
test
ing
of t
he p
rodu
ct o
r ba
sic
mat
eria
l and
com
pone
nts;
−re
sult
of c
ontr
ol a
nd te
stin
g an
d, if
app
ropr
iate
, com
paris
on w
ith r
equi
rem
ents
;−
sign
atur
e of
per
son
resp
onsi
ble
for
fact
ory
prod
uctio
n co
ntro
l.
The
rec
ords
sha
ll be
pre
sent
ed t
o th
e in
spec
tion
body
dur
ing
the
cont
inuo
us s
urve
illan
ce.
On
requ
est,
they
sha
ll be
pre
sent
ed to
the
Cen
tre
Sci
entif
ique
et T
echn
ique
du
Bât
imen
t.
Det
ails
of
the
exte
nt,
natu
re a
nd f
requ
ency
of
test
ing
and
cont
rols
to
be p
erfo
rmed
with
in t
hefa
ctor
y pr
oduc
tion
cont
rol
shal
l co
rres
pond
to
the
pres
crib
ed t
est
plan
whi
ch i
s pa
rt o
f th
ete
chni
cal d
ocum
enta
tion
of th
is E
urop
ean
Tec
hnic
al A
ppro
val.
3.2.
2.T
asks
of a
ppro
ved
bodi
es
3.2.
2.1.
Initi
al ty
pe-t
estin
g of
the
prod
uct
For
ini
tial
type
-tes
ting
the
resu
lts o
f th
e te
sts
perf
orm
ed a
s pa
rt o
f th
e as
sess
men
t fo
r th
eE
urop
ean
Tec
hnic
al A
ppro
val s
hall
be u
sed
unle
ss t
here
are
cha
nges
in t
he p
rodu
ctio
n lin
e or
plan
t. In
suc
h ca
ses
the
nece
ssar
y in
itial
typ
e-te
stin
g ha
s to
be
agre
ed b
etw
een
the
Cen
tre
Sci
entif
ique
et T
echn
ique
du
Bât
imen
t and
the
appr
oved
bod
ies
invo
lved
.
3.2.
2.2.
Initi
al in
spec
tion
of fa
ctor
y an
d of
fact
ory
prod
uctio
n co
ntro
l
The
app
rove
d bo
dy s
hall
asce
rtai
n th
at, i
n ac
cord
ance
with
the
pres
crib
ed te
st p
lan,
the
fact
ory
and
the
fact
ory
prod
uctio
n co
ntro
l are
sui
tabl
e to
ens
ure
cont
inuo
us a
nd o
rder
ly m
anuf
actu
ring
of t
he a
ncho
r ac
cord
ing
to t
he s
peci
ficat
ions
men
tione
d in
2.1
. as
wel
l as
to th
e A
nnex
es to
the
Eur
opea
n T
echn
ical
App
rova
l.
3.2.
2.3.
Con
tinuo
us s
urve
illan
ce
The
app
rove
d bo
dy s
hall
visi
t the
fact
ory
at le
ast o
nce
a ye
ar fo
r re
gula
r in
spec
tion.
It h
as to
be
verif
ied
that
th
e sy
stem
of
fa
ctor
y pr
oduc
tion
cont
rol
and
the
spec
ified
au
tom
ated
man
ufac
turin
g pr
oces
s ar
e m
aint
aine
d ta
king
acc
ount
of t
he p
resc
ribed
test
pla
n.
Con
tinuo
us s
urve
illan
ce a
nd a
sses
smen
t of
fac
tory
pro
duct
ion
cont
rol
have
to
be p
erfo
rmed
acco
rdin
g to
the
pres
crib
ed te
st p
lan.
The
res
ults
of
prod
uct
cert
ifica
tion
and
cont
inuo
us s
urve
illan
ce s
hall
be m
ade
avai
labl
e on
dem
and
by t
he c
ertif
icat
ion
body
or
insp
ectio
n bo
dy,
resp
ectiv
ely,
to
the
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent.
In c
ases
whe
re th
e pr
ovis
ions
of t
he E
urop
ean
Tec
hnic
al A
ppro
val a
nd
the
pres
crib
ed te
st p
lan
are
no lo
nger
fulfi
lled
the
conf
orm
ity c
ertif
icat
e sh
all b
e w
ithdr
awn.
Pag
e6
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
42
3.3
.C
E-M
ark
ing
The
CE
mar
king
sha
ll be
affi
xed
on e
ach
pack
agin
g of
anc
hors
. T
he s
ymbo
l «
CE
» sh
all
beac
com
pani
ed b
y th
e fo
llow
ing
info
rmat
ion:
−id
entif
icat
ion
num
ber
of th
e ce
rtifi
catio
n bo
dy;
−na
me
or id
entif
ying
mar
k of
the
prod
ucer
and
man
ufac
turin
g pl
ant;
−th
e la
st tw
o di
gits
of t
he y
ear
in w
hich
the
CE
-mar
king
was
affi
xed;
−nu
mbe
r of
the
EC
cer
tific
ate
of c
onfo
rmity
;−
num
ber
of th
e E
urop
ean
Tec
hnic
al A
ppro
val;
−us
e ca
tego
ry (
ET
AG
001-
1 O
ptio
n1);
−si
ze.
4A
ss
um
pti
on
s u
nd
er
wh
ich
th
e f
itn
es
s o
f th
e p
rod
uc
t fo
r th
e i
nte
nd
ed
us
e w
as
favo
ura
bly
assessed
4.1
.M
an
ufa
ctu
rin
g
The
anc
hor
is m
anuf
actu
red
in a
ccor
danc
e w
ith t
he p
rovi
sion
s of
the
Eur
opea
n T
echn
ical
App
rova
l us
ing
the
auto
mat
ed m
anuf
actu
ring
proc
ess
as i
dent
ified
dur
ing
insp
ectio
n of
the
plan
t by
the
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent
and
the
appr
oved
bod
y an
d la
iddo
wn
in th
e te
chni
cal d
ocum
enta
tion.
4.2
.In
sta
lla
tio
n
4.2.
1.D
esig
n of
anc
hora
ges
The
fitn
ess
of th
e an
chor
s fo
r th
e in
tend
ed u
se is
giv
en u
nder
the
follo
win
g co
nditi
ons:
The
anc
hora
ges
are
desi
gned
in
acco
rdan
ce w
ith t
he «
Gui
delin
e fo
r E
urop
ean
Tec
hnic
alA
ppro
val
of M
etal
Anc
hors
for
Use
in
Con
cret
e»,
Ann
ex C
, M
etho
d A
, fo
rto
rque
-con
trol
led
expa
nsio
n an
chor
s un
der
the
resp
onsi
bilit
y of
an
engi
neer
exp
erie
nced
in
anch
orag
es a
ndco
ncre
tew
ork.
Ver
ifiab
le c
alcu
latio
n no
tes
and
draw
ings
are
pre
pare
d ta
king
acc
ount
of
the
load
s to
be
anch
ored
.
The
pos
ition
of
the
anch
or i
s in
dica
ted
on t
he d
esig
n dr
awin
gs (
e.g.
pos
ition
of
the
anch
orre
lativ
e to
rei
nfor
cem
ent o
r to
sup
port
, etc
.).
4.2.
2.In
stal
latio
n of
anc
hors
The
fitn
ess
for
use
of th
e an
chor
can
onl
y be
ass
umed
if th
e an
chor
is in
stal
led
as fo
llow
s:
−an
chor
inst
alla
tion
carr
ied
out b
y ap
prop
riate
ly q
ualif
ied
pers
onne
l and
und
er th
e su
perv
isio
n of
the
pers
on r
espo
nsib
le fo
r te
chni
cal m
atte
rs o
n th
e si
te;
−us
e of
the
anc
hor
only
as
supp
lied
by t
he m
anuf
actu
rer
with
out
exch
angi
ng t
he c
ompo
nent
s of
an
anch
or;
−an
chor
in
stal
latio
n in
ac
cord
ance
w
ith
the
man
ufac
ture
r’s
spec
ifica
tions
an
d dr
awin
gspr
epar
ed fo
r th
at p
urpo
se a
nd u
sing
the
appr
opria
te s
peci
al to
ols;
Page 94 Jan 2013
Pag
e7
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
42
−th
ickn
ess
of t
he f
ixtu
re c
orre
spon
ding
to
the
rang
e of
req
uire
d th
ickn
ess
valu
es f
or t
he t
ype
of a
ncho
r;−
chec
ks b
efor
e pl
acin
g th
e an
chor
to
ensu
re t
hat
the
stre
ngth
cla
ss o
f th
e co
ncre
te in
whi
chth
e an
chor
is t
o be
pla
ced
is in
the
ran
ge g
iven
and
is n
ot lo
wer
tha
n th
at o
f th
e co
ncre
te t
ow
hich
the
char
acte
ristic
load
s ap
ply;
−ch
eck
of c
oncr
ete
bein
g w
ell c
ompa
cted
, e.g
. with
out s
igni
fican
t voi
ds;
−cl
earin
g th
e ho
le o
f dril
ling
dust
;−
anch
or i
nsta
llatio
n en
surin
g th
e sp
ecifi
ed e
mbe
dmen
t de
pth
if th
e m
arki
ng o
n th
e di
stan
cesl
eeve
doe
s no
t exc
eed
the
conc
rete
sur
face
;−
anch
or in
stal
latio
n en
surin
g co
mpl
ete
expa
nsio
n of
the
sle
eve
depe
ndin
gon
the
app
ropr
iate
torq
ue m
omen
t (e
xcep
t in
the
cas
e of
saf
ety
cap
vers
ion
(HS
L-3-
B)
whe
re t
he c
orre
ctin
stal
latio
n is
rea
ched
with
out t
orqu
e m
omen
t but
whe
n th
e sa
fety
cap
she
ar o
ff);
−ke
epin
g of
the
edge
dis
tanc
e an
d sp
acin
g to
the
spec
ified
val
ues
with
out m
inus
tole
ranc
es;
−po
sitio
ning
of t
he d
rill h
oles
with
out d
amag
ing
the
rein
forc
emen
t;−
in c
ase
of a
bort
ed h
ole:
new
dril
ling
at a
min
imum
dis
tanc
e aw
ay o
f tw
ice
the
dept
h of
the
abor
ted
hole
or
smal
ler
dist
ance
if th
e ab
orte
d dr
ill h
ole
is fi
lled
with
hig
h st
reng
th m
orta
r an
d if
unde
r sh
ear
or o
bliq
ue t
ensi
on l
oad
it is
not
to
the
anch
or i
n th
e di
rect
ion
of l
oad
appl
icat
ion;
−ap
plic
atio
n of
the
torq
ue m
omen
t giv
en in
Ann
exes
5to
7us
ing
a ca
libra
ted
torq
ue w
renc
h.
4.2.
3.R
espo
nsib
ility
of t
he m
anuf
actu
rer
It is
the
man
ufac
ture
r’s r
espo
nsib
ility
to
ensu
re t
hat
the
info
rmat
ion
on t
he s
peci
fic c
ondi
tions
acco
rdin
g to
1 a
nd 2
incl
udin
g A
nnex
es r
efer
red
to in
4.2
.1. a
nd 4
.2.2
. is
give
n to
thos
e w
ho a
re
conc
erne
d. T
his
info
rmat
ion
may
be
mad
e by
rep
rodu
ctio
n of
the
res
pect
ive
part
s of
the
Eur
opea
n T
echn
ical
App
rova
l. In
add
ition
all
inst
alla
tion
data
sha
ll be
sho
wn
clea
rly o
n th
epa
ckag
e an
d/or
on
an e
nclo
sed
inst
ruct
ion
shee
t, pr
efer
ably
usi
ng il
lust
ratio
n(s)
.
The
min
imum
dat
a re
quire
d ar
e:
−dr
ill b
it di
amet
er,
−th
read
dia
met
er,
−m
axim
um th
ickn
ess
of th
e fix
ture
,−
requ
ired
inst
alla
tion
and
hole
dep
th,
−re
quire
d to
rque
mom
ent,
−in
form
atio
n on
the
inst
alla
tion
proc
edur
e, in
clud
ing
clea
ning
of t
he h
ole,
pre
fera
bly
by m
eans
of
an
illus
trat
ion,
−re
fere
nce
to a
ny s
peci
al in
stal
latio
n eq
uipm
ent n
eede
d,−
iden
tific
atio
n of
the
man
ufac
turin
g ba
tch.
All
data
sha
ll be
pre
sent
ed in
a c
lear
and
exp
licit
form
.
The
ori
gina
l Fre
nch
vers
ion
is s
igne
d by
Le
Dir
ecte
ur T
echn
ique
J.-D
. ME
RL
ET
Pag
e8
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
Pro
duct
and
inte
nded
use
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
Con
eE
xpan
sion
sle
eve
Col
laps
ible
ele
men
tD
ista
nce
slee
ve
Was
her
Hex
agon
Bol
t
Effe
ctiv
e an
chor
age
dept
h
Bor
ehol
e de
pth
Thi
ckne
ss o
f con
cret
e m
embe
r
Fix
ture
thic
knes
s
Tin
st
Mar
king
1
Page 95 Jan 2013
Pag
e9
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
M8,
M10
, M12
M16
M20
, M24
Thr
eade
d ro
d ve
rsio
n(H
SL
-3-G
)
Saf
ety
cap
vers
ion
(HS
L-3
-B)
Hex
agon
al s
ocke
t he
ad s
crew
s(H
SL
-3-S
H)
Cou
nter
sunk
vers
ion
(HS
L-3
-SK
)
Bol
tve
rsio
n(H
SL
-3)
Diff
eren
t ver
sion
s of
HS
L-3
2
Pag
e10
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
23
45
6
1
95
6
87
1011
12
Ta
ble
1:
Ma
teri
als
Par
tD
esig
natio
nH
SL-
3 (
galv
aniz
ed
5μm
)
1C
one
Ste
el, D
IN 1
654-
4
2E
xpan
sion
sle
eve
Ste
el, D
IN 1
654-
4
3C
olla
psib
le e
lem
ent
PO
M p
last
ic e
lem
ent
4D
ista
nce
slee
veC
arbo
n st
eel D
IN 2
393
T1
5W
ashe
rS
t 37
DIN
154
4
6H
exag
onal
bol
tS
teel
8.8
acc
. DIN
EN
ISO
898
-1
7H
exag
on n
utG
rade
8 (
DIN
934
, in
futu
re E
N 2
4032
)
8T
hrea
ded
rod
Ste
el 8
.8 a
cc. D
IN E
N IS
O 8
98-1
9S
afet
y ca
p ve
rsio
nS
teel
8.8
acc
. DIN
EN
ISO
898
-1
10H
exag
onal
soc
ket h
ead
Ste
el 8
.8 a
cc. D
IN E
N IS
O 8
98-1
11C
ount
ersu
nk b
olt
Ste
el 8
.8 a
cc. D
IN IS
O 4
759-
1 an
d D
IN E
N IS
O 8
98-1
12C
up w
ashe
r11
SM
nPb3
7 +
C M
OD
H
N38
9
Mat
eria
ls
3
Page 96 Jan 2013
Pag
e11
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
12
34
p
Øds
t fix
M.....
Ta
ble
2:
Dim
en
sio
ns
Anc
hor
vers
ion
Thr
ead
size
t fix
d s1
23
4p
[mm
][m
m]
[mm
][m
m]
[mm
][m
m]
[mm
]
min
max
min
max
HS
L-3
M8
520
011
,912
3215
,219
214
2
HS
L-3-
GM
105
200
14,8
1436
17,2
2321
83
HS
L-3
M12
520
017
,617
4020
,028
223
3
HS
L-3-
GM
1610
200
23,6
2054
,424
,434
,522
4,5
4
HS
L-3-
BM
2010
200
27,6
2057
31,5
5124
14
HS
L-3
HS
L-3-
BM
2410
200
31,6
2265
39,0
5724
74
HS
L-3-
SH
M8
511
,912
3215
,219
2
M10
2014
,814
3617
,238
3
M12
2517
,617
4020
,048
3
HS
L-3-
SK
M8
1020
11,9
1232
15,2
18,2
28,2
2
M10
2014
,814
3617
,232
,23
M12
2517
,617
4020
,040
3
Dim
ensi
ons
of a
ncho
r H
SL-
3
4
Pag
e12
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
Ta
ble
3a
: C
ha
rac
teri
sti
c v
alu
es
of
an
ch
ors
an
d i
ns
tall
ati
on
fo
r H
SL
-3
An
ch
or
vers
ion
HS
L-3
M8
M1
0M
12
M1
6M
20
M2
4
Nom
inal
dia
met
er o
f dril
l bit
d 0[m
m]
1215
1824
2832
Cut
ting
diam
eter
of d
rill b
itd c
ut≤
[mm
]12
,515
,518
,524
,55
28,5
532
,7
Dep
th o
f dril
l hol
eh 1
≥[m
m]
8090
105
125
155
180
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤[m
m]
1417
2026
3135
Effe
ctiv
e an
chor
age
dept
hh e
f[m
m]
6070
8010
012
515
0
Tor
que
mom
ent
Tin
st[N
m]
2550
8012
020
025
0
Wid
th a
cros
s
SW
[mm
]13
1719
2430
36
Effe
ctiv
e an
chor
age
dept
h h e
f
Bor
ehol
e de
pth
h1
Min
imum
thic
knes
s of
con
cret
e m
embe
r h m
in
Fix
ture
thic
knes
s
Tin
st
t fix
Mar
king
5
Inst
alla
tion
data
Page 97 Jan 2013
Pag
e13
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
Ta
ble
3b
: C
ha
rac
teri
sti
c v
alu
es
of
an
ch
ors
an
d i
ns
tall
ati
on
fo
r H
SL
-3-G
An
ch
or
ve
rsio
n
HS
L-3
-GM
8M
10
M1
2M
16
M2
0
Nom
inal
dia
met
er o
f dril
l bit
d 0[m
m]
1215
1824
28
Cut
ting
diam
eter
of d
rill b
itd c
ut≤
[mm
]12
,515
,518
,524
,55
28,5
5
Dep
th o
f dril
l hol
eh 1
≥[m
m]
8090
105
125
155
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤[m
m]
1417
2026
31
Effe
ctiv
e an
chor
age
dept
hh e
f[m
m]
6070
8010
012
5
Tor
que
mom
ent
Tin
st[N
m]
2035
6080
160
Wid
th a
cros
s
SW
[mm
]13
1719
2430
Ta
ble
3c
: C
ha
rac
teri
sti
c v
alu
es
of
an
ch
ors
an
d i
ns
tall
ati
on
fo
r H
SL
-3-S
H
An
ch
or
ve
rsio
n
HS
L-3
-SH
M8
M1
0M
12
Nom
inal
dia
met
er o
f dril
l bit
d 0[m
m]
1215
18
Cut
ting
diam
eter
of d
rill b
itd c
ut≤
[mm
]12
,515
,518
,5
Dep
th o
f dril
l hol
eh 1
≥[m
m]
8595
110
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤[m
m]
1417
20
Effe
ctiv
e an
chor
age
dept
hh e
f[m
m]
6070
80
Tor
que
mom
ent
Tin
st[N
m]
2035
60
Siz
e of
hex
agon
soc
ket s
crew
key
SW
[mm
]6
810
Inst
alla
tion
data
6
Pag
e14
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
Ta
ble
3d
: C
ha
rac
teri
sti
c v
alu
es
of
an
ch
ors
an
d i
ns
tall
ati
on
fo
r H
SL
-3-B
An
ch
or
vers
ion
HS
L-3
-BM
12
M16
M2
0M
24
Nom
inal
dia
met
er o
f dril
l bit
d 0[m
m]
1824
2832
Cut
ting
diam
eter
of d
rill b
itd c
ut≤
[mm
]18
,524
,55
28,5
532
,7
Dep
th o
f dril
l hol
eh 1
≥[m
m]
105
125
155
180
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤[m
m]
2026
3135
Effe
ctiv
e an
chor
age
dept
hh e
f[m
m]
8010
012
515
0
Wid
th a
cros
s
SW
[mm
]24
3036
41
The
torq
ue m
omen
t is
cont
rolle
d by
the
safe
ty c
ap.
Ta
ble
3e
: C
ha
rac
teri
sti
c v
alu
es
of
an
ch
ors
an
d i
ns
tall
ati
on
fo
r H
SL
-3-S
K
An
ch
or
vers
ion
HS
L-3
-SK
M8
M1
0M
12
Nom
inal
dia
met
er o
f dril
l bit
d 0[m
m]
1215
18
Cut
ting
diam
eter
of d
rill b
itd c
ut≤
[mm
]12
,515
,518
,5
Dep
th o
f dril
l hol
eh 1
≥[m
m]
8090
105
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f
≤[m
m]
1417
20
Dia
met
er o
f cou
nter
sunk
hol
e in
the
fixtu
re d
h=
[mm
]22
,525
,532
,9
Effe
ctiv
e an
chor
age
dept
h h
ef[m
m]
6070
80
Tor
que
mom
ent
Tin
st[N
m]
2550
80
Siz
e of
hex
agon
soc
ket s
crew
key
SW
[mm
]5
68
Inst
alla
tion
data
90°
d h
7
Page 98 Jan 2013
Pag
e15
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
Ta
ble
4:
Min
imu
m t
hic
kn
es
s o
f c
on
cre
te m
em
be
r, m
inim
um
sp
ac
ing
an
d
min
imu
m e
dg
e d
ista
nc
e o
f a
nc
ho
rs
M8
M1
0M
12
M1
6M
20
M2
4
Min
imum
thic
knes
s of
co
ncre
te m
embe
rh m
in[m
m]
120
140
160
200
250
300
No
n-c
rac
ke
d a
nd
cra
ck
ed
co
nc
rete
s min
[mm
]60
7080
100
125
150
Min
imum
spa
cing
for
c ≥
[mm
]10
010
016
024
030
030
0
c min
[mm
]60
7080
100
150
150
Min
imum
edge
dis
tanc
efo
r s
≥[m
m]
100
160
240
240
300
300
Inte
rmed
iate
val
ues
by li
near
inte
rpol
atio
n
Ta
ble
5:
Ch
ara
cte
ris
tic
va
lue
s o
f re
sis
tan
ce
to
te
ns
ion
lo
ad
s-
de
sig
n m
eth
od
A
M8
M1
0M
12
M1
6M
20
M2
4
Ste
el fa
ilu
re
Cha
ract
eris
tic r
esis
tanc
eN
Rk,
s[k
N]
29,3
46,4
67,4
125,
619
6,0
282,
4
Par
tial s
afet
y fa
ctor
γ Ms
[-]
1,50
Pu
llo
ut
fail
ure
Cha
ract
eris
tic r
esis
tanc
e in
cr
acke
d co
ncre
teC
20/2
5N
Rk,
p[k
N]
1216
--*)
C30
/37
1,22
ψc
C40
/50
1,41
Incr
easi
ng fa
ctor
s fo
r N
Rk,
pfo
rcr
acke
d co
ncre
teC
50/6
01,
55
Par
tial s
afet
y fa
ctor
γ Mp
2,16
1,8
Co
nc
rete
co
ne
fa
ilu
re a
nd
sp
litt
ing
fa
ilu
re
Effe
ctiv
e an
chor
age
dept
hh e
f[m
m]
6070
8010
012
515
0
Spa
cing
s cr,
N[m
m]
3 x
h ef
Edg
e di
stan
cec c
r,N
[mm
]1,
5 x
h ef
Spa
cing
(
split
ting)
s cr,
sp[m
m]
230
270
300
380
480
570
Edg
e di
stan
ce
(
split
ting)
c cr,
sp[m
m]
115
135
150
190
240
285
Par
tial s
afet
y fa
ctor
γ Mc
=γ M
,sp
1,8
**)
*) P
ull-o
ut is
not
rel
evan
t in
crac
ked
and
non-
crac
ked
conc
rete
.**
) Par
tial s
afet
y fa
ctor
γ2
=1,0
is in
clud
ed.
Des
ign
met
hod
A,
Min
imum
spa
cing
and
edg
e di
stan
ces,
Cha
ract
eris
tic v
alue
s of
res
ista
nce
to te
nsio
n lo
ads
8
Pag
e16
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
Ta
ble
6:
Dis
pla
ce
me
nts
un
de
r te
ns
ion
lo
ad
s
M8
M1
0M
12
M1
6M
20
M2
4
Ten
sion
load
in C
20/2
5(C
50/6
0)c
rac
ke
d c
on
cre
te[k
N]
3,6
(5,5
)6,
4(9
,8)
10,2
(15,
9)14
,3(2
2,1)
20,0
(30,
9)26
,2(4
0,7)
Dis
plac
emen
tδ N
0[m
m]
0,5
(0,6
)0,
5(0
,7)
0,6
(0,7
)0,
6(0
,8)
0,7
(0,9
)0,
8(1
,1)
δ N∞
[mm
]1,
1(1
,1)
1,1
(1,1
)1,
1(1
,1)
1,1
(1,1
)1,
1(1
,1)
1,1
(1,1
)T
ensi
on lo
ad in
C20
/25
(C50
/60)
no
n-c
rac
ke
d c
on
cre
te[k
N]
9,3
(13,
9)11
,7(1
8,2)
14,3
(22,
2)20
,0(3
1,0)
27,9
(43,
3)36
,7(5
6,9)
Dis
plac
emen
tδ N
0[m
m]
0,1
(0,2
)0,
1(0
,3)
0,2
(0,3
)0,
3(0
,5)
0,4
(0,7
)0,
5(0
,9)
δ N∞
[mm
]0,
2(0
,2)
0,2
(0,3
)0,
2(0
,3)
0,4
(0,5
)0,
4(0
,7)
0,6
(0,9
)
Des
ign
met
hod
A,
Dis
plac
emen
ts u
nder
tens
ion
load
s
9
Page 99 Jan 2013
Pag
e17
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
Ta
ble
7:
Ch
ara
cte
ris
tic
va
lue
s o
f re
sis
tan
ce
to
sh
ea
r lo
ad
s-
de
sig
n m
eth
od
A
M8
M1
0M
12
M1
6M
20
M2
4
Ste
el
fail
ure
wit
ho
ut
lev
er
arm
Cha
ract
eris
tic r
esis
tanc
ebo
lt ve
rsio
nH
SL
-3 / H
SL
-3-B
VR
k,s
[kN
]31
,149
,271
,710
1,1
141,
917
7,4
Cha
ract
eris
tic r
esis
tanc
ehe
xago
nal s
ocke
t hea
d ve
rsio
nH
SL
-3-S
H / H
SL
-3-S
KV
Rk,
s[k
N]
31,1
49,2
71,7
--
-
Cha
ract
eris
tic r
esis
tanc
eth
read
ed r
od v
ersi
onH
SL
-3-G
VR
k,s
[kN
]26
,134
,854
,385
,714
1,9
-
Cha
ract
eris
tic r
esis
tanc
eth
rea
de
d r
od
on
ly
*)
VR
k,s
[kN
]14
,623
,233
,762
,898
,0-
Par
tial s
afet
y fa
ctor
γ Ms
[-]
1,25
1,25
1,25
1,25
1,25
1,25
Ste
el fa
ilu
re w
ith
le
ve
r a
rm
Cha
ract
eris
tic r
esis
tanc
eM
Rk,
s*)[N
m]
3060
105
266
519
898
Par
tial s
afet
y fa
ctor
γ Ms
[-]
1,25
1,25
1,25
1,25
1,25
1,25
Co
nc
rete
pry
ou
t fa
ilu
re
Fac
tor
in e
quat
ion
(5.6
) of
ET
AG
A
nnex
C, 5
.2.3
.3k
[-]
1,8
2,0
Par
tial s
afet
y fa
ctor
γ Mcp
[-]
1,8
Co
nc
rete
ed
ge
fa
ilu
re
effe
ctiv
e le
ngth
of a
ncho
r in
sh
ear
load
ing
l f[m
m]
6070
8010
012
515
0
Dia
met
er o
f anc
hor
d nom
[mm
]12
1518
2428
32
Par
tial s
afet
y fa
ctor
γ Mc
[-]
1,8
*) v
alue
s w
ithou
t reg
ard
of th
e di
stan
ce s
leev
e as
a s
uppo
rtin
g el
emen
t
Des
ign
met
hod
A,
Cha
ract
eris
tic v
alue
of r
esis
tanc
e to
sh
ear
load
s
10
Pag
e18
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0042
Hilti
heavy d
uty
an
ch
or
HS
L-3
An
nex 1
1
Des
ign
met
hod
A,
Dis
plac
emen
ts u
nder
she
ar lo
ads
of E
urop
ean
Tec
hnic
al A
ppro
val
ET
A-0
2/0
04
2
Ta
ble
8:
Dis
pla
ce
me
nts
un
de
r s
he
ar
loa
ds
*)
HS
L-3
, H
SL
-3-B
, H
SL
-3-S
H, H
SL
-3-S
KM
8M
10
M1
2M
16
M2
0M
24
She
ar lo
ad in
C20
/25
to C
50/6
0c
rac
ke
d a
nd
no
n-c
rac
ke
d c
on
cre
te[k
N]
17,8
28,1
41,0
57,8
81,1
101,
4
Dis
plac
emen
tδ V
0[m
m]
3,8
(+1,
9)3,
0(+
1,9)
4,0
(+1,
9)6,
0(+
1,9)
5,3
(+2,
4)5,
1(+
2,4)
δ V∞
[mm
]5,
7(+
1,9)
4,5
(+1,
9)6,
0(+
1,9)
9,0
(+1,
9)7,
9(+
2,4)
7,7
(+2,
4)
HS
L-3
-GM
8M
10
M1
2M
16
M2
0
She
ar lo
ad in
C20
/25
to C
50/6
0c
rac
ke
d c
on
cre
te[k
N]
8,6
19,9
31,0
49,0
81,1
Dis
plac
emen
tδ V
0[m
m]
3,7
(+1,
9)5,
4(+
1,9)
5,6
(+1,
9)5,
5(+
1,9)
8,9
(+2,
4)
δ V∞
[mm
]5,
6(+
1,9)
8,1
(+1,
9)8,
4(+
1,9)
8,2
(+1,
9)13
,4(+
2,4)
HS
L-3
-GM
8M
10
M1
2M
16
M2
0
She
ar lo
ad in
C20
/25
to C
50/6
0n
on
-cra
ck
ed
co
nc
rete
[kN
]8,
619
,931
,049
,081
,1
Dis
plac
emen
tδ V
0[m
m]
1,6
(+1,
9)2,
2(+
1,9)
3,3
(+1,
9)4,
0(+
1,9)
5,0
(+2,
4)
δ V∞
[mm
]2,
4(+
1,9)
3,3
(+1,
9)4,
9(+
1,9)
6,0
(+1,
9)7,
5(+
2,4)
*)
The
dis
plac
emen
t va
lues
giv
en i
n ta
ble
8 co
rres
pond
to
the
anch
or’s
ow
n de
form
atio
n. T
his
disp
lace
men
t is
acco
mpa
nied
by
a di
spla
cem
ent,
indi
cate
d in
bra
cket
s, l
inke
d to
the
brin
ging
int
o co
ntac
t of
the
anc
hor’s
bod
y an
dth
e ed
ge o
f the
dril
led
hole
in th
e co
ncre
te s
ubst
rate
on
the
one
hand
and
on
the
fixtu
re o
n th
e ot
her
hand
.
Page 100 Jan 2013
Page 101 Jan 2013
Page 102 Jan 2013
Page 103 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference11-Mar-11
40608 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
40888 09-10 Ocean Park Master Development KADEN CONSTRUCTION LTD Heavy-duty anchor HSL-G-R M12/50 steel bracket fixing
40258 09-10 Tamar Development CHI KEUNG CONSTRUCTION ENG. LTD
Heavy-duty anchor HSL-3 M24/30 structural steel / I-beam fixing
40534 09-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM
Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
40535 09-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
40540 09-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM
Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
40583 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
FULL WIN INTERNATIONAL ENG LTD
Heavy-duty anchor HSLGR M16/25 curtain wall fixing
40604 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
40605 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
40633 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M24/60 machine fixing
40607 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M20/30 steel bracket fixing
40574 09-10 The Venetian Casino Resort (Parcel 1) TOP BUILDERS GROUP LTD Heavy-duty anchor HSL-3 M16/50 structural steel / I-beam fixing
40610 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M10/20 steel bracket 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 Reference11-Mar-11
40611 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
40613 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
40614 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
40617 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-G-R M16/50 curtain wall fixing
40618 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-G-R M16/50 curtain wall fixing
40629 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M16/25 machine fixing
40630 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M24/60 machine fixing
40632 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M16/25 machine fixing
40606 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
40417 09-10 Lohas Park Phase 1 & Phase 2 SHUN WING ALUMINIUM WORKS CO., LTD
Heavy-duty anchor HSLGR M16/25 structural steel / I-beam fixing
40283 09-10 KCRC Tai Wai Depot GOLDEN RESOURCES ENG. LTD.
Heavy-duty anchor HSLGR M12/25 canopy fixing
40302 09-10 SHK Development, Tseung Kwan O (Area 56)
KPA ENGINEERING LTD Heavy-duty anchor HSL-3 M20/30 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 104 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference11-Mar-11
40315 09-10 Tamar Development GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M10/20 structural steel / I-beam fixing
40316 09-10 Tamar Development GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40324 09-10 Tamar Development LEIGHTON-CHINA STATE-VAN OORD J.V.
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
40347 09-10 Hennessy Center Redevelopment GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
40357 09-10 Hong Kong University Re-development GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M10/20 structural steel / I-beam fixing
40358 09-10 Hong Kong University Re-development GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
40359 09-10 Hong Kong University Re-development GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
40576 09-10 The Venetian Casino Resort (Parcel 1) WHL ENGINEERING LIMITED Heavy-duty anchor HSL-3 M24/30 steel bracket fixing
40394 09-10 MTR Express Rail Link ONE CONSTRUCTION COMPANY LIMITED
Heavy-duty anchor HSL-3-G M20/30 structural steel / I-beam fixing
40575 09-10 The Venetian Casino Resort (Parcel 1) TOP BUILDERS GROUP LTD Heavy-duty anchor HSL-3 M20/60 structural steel / I-beam fixing
40499 09-10 Galaxy Mega Resort GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40500 09-10 Galaxy Mega Resort GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSLGR M16/25 structural steel / I-beam fixing
40504 09-10 Galaxy Mega Resort IAU LUEN-COMANHIA DE CONSTRUCAO
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
40553 09-10 Hotel Grand Lisboa Development COMPANHIA DE CONSTRUCAO E
Heavy-duty anchor HSL-3-G M10/20 steel bracket fixing
40554 09-10 Hotel Grand Lisboa Development COMPANHIA DE CONSTRUCAO E
Heavy-duty anchor HSL-3-G M8/20 steel bracket 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
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference11-Mar-11
40566 09-10 The Venetian Casino Resort (Parcel 1) GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40568 09-10 The Venetian Casino Resort (Parcel 1) HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
40570 09-10 The Venetian Casino Resort (Parcel 1) HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
40584 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
FULL WIN INTERNATIONAL ENG LTD
Heavy-duty anchor HSLGR M20/30 curtain wall fixing
40366 09-10 MTR West Island Line GAMMON - NISHIMATSU WIL JV
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
40701 09-10 SHK Development, Tseung Kwan O (Area 56)
JUMBO ORIENT CONTRACTING LTD
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40541 09-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
40641 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
TOP BUILDERS GROUP LTD Heavy-duty anchor HSL-3 M20/30 steel bracket fixing
40818 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
BOYA DECORATION AND ENGINEERING
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40790 09-10 One Grantai MAN KIN CONSTRUCTION ENG LTD
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
40789 09-10 One Grantai MAN KIN CONSTRUCTION ENG LTD
Heavy-duty anchor HSL-3 M16/10 structural steel / I-beam fixing
40748 09-10 Galaxy Mega Resort CREATOR'S METAL & GLASS ENG (MACAU)
Heavy-duty anchor HSL-3 M16/10 structural steel / I-beam fixing
40747 09-10 Galaxy Mega Resort CREATOR'S METAL & GLASS ENG (MACAU)
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40740 09-10 Galaxy Mega Resort CREATOR'S METAL & GLASS ENG (MACAU)
Heavy-duty anchor HSL-3 M16/10 structural steel / I-beam fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 4
Hotline : 8228 8118 Fax : 29541751Page 105 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference11-Mar-11
40739 09-10 Galaxy Mega Resort CREATOR'S METAL & GLASS ENG (MACAU)
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40720 09-10 City of Dreams Resort CIA. DECORACO IMP EXP SAN KIN SENG
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
40700 09-10 SHK Development, Tseung Kwan O (Area 56)
JUMBO ORIENT CONTRACTING LTD
Heavy-duty anchor HSL-3 M10/20 structural steel / I-beam fixing
40698 09-10 Ocean Park Master Development WAH LAI CONTRACTORS LTD Heavy-duty anchor HSL-3 M16/10 structural steel / I-beam fixing
40697 09-10 Ocean Park Master Development WAH LAI CONTRACTORS LTD Heavy-duty anchor HSL-3 M10/20 structural steel / I-beam fixing
40658 09-10 Windsor Arch SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M12/25 machine fixing
40642 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
TOP BUILDERS GROUP LTD Heavy-duty anchor HSL-3 M20/60 steel bracket fixing
40677 09-10 Tamar Development SHUI WING ENGRG CO LTD Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
40650 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
WHL ENGINEERING LIMITED Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
40673 09-10 KCRC Tai Wai Depot CHUEN KEE CONST CO LTD Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40663 09-10 Che Kung Temple Station Development CHUEN KEE CONST CO LTD Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40651 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
WHL ENGINEERING LIMITED Heavy-duty anchor HSL-3 M20/30 steel bracket fixing
40659 09-10 Windsor Arch SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M12/5 machine fixing
40652 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
WHL ENGINEERING LIMITED Heavy-duty anchor HSL-3 M24/30 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 5
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference11-Mar-11
40653 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
WHL ENGINEERING LIMITED Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
40656 09-10 Windsor Arch SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M12/25 machine fixing
40678 09-10 Airport UNION CONTRACTORS LTD Heavy-duty anchor HSL-3-SK M12/25 structural steel / I-beam fixing
40657 09-10 Windsor Arch SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M12/5 machine fixing
40722 09-10 Galaxy Mega Resort BOYA DECORATION AND ENGINEERING
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40174 06-10 MTR West Island Line DRAGAGES-MAEDA-BSG JOINT VENTURE
Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
40187 06-10 Ocean Park Master Development UNISON PROJECTS CO LTD Heavy-duty anchor HSL-3-G M16/50 canopy fixing
40188 06-10 Ocean Park Master Development UNISON PROJECTS CO LTD Heavy-duty anchor HSL-3-G M8/5 canopy fixing
40199 06-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
40200 06-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
40201 06-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM
Heavy-duty anchor HSL-3 M24/30 structural steel / I-beam fixing
40202 06-10 Hotel Grand Lisboa Development KIN YIP ENGINEERING Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
40184 06-10 MTR West Island Line GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40042 05-10 Hotel Grand Lisboa Development CHINA ZHONG JI MECHINA Heavy-duty anchor HSL-3-G M16/25 structural steel / I-beam fixing
40061 05-10 Tamar Development GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M16/50 structural steel / I-beam fixing
40029 05-10 Tung Ying Re-development, Nathan Road
REX DECORATION LTD Heavy-duty anchor HSL-3 M10/20 structural steel / I-beam fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 6
Hotline : 8228 8118 Fax : 29541751Page 106 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference11-Mar-11
40030 05-10 Tung Ying Re-development, Nathan Road
REX DECORATION LTD Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
40041 05-10 Hotel Grand Lisboa Development CHINA ZHONG JI MECHINA Heavy-duty anchor HSL-3-G M12/25 structural steel / I-beam fixing
40053 05-10 MTR West Island Line DRAGAGES-MAEDA-BSG JOINT VENTURE
Heavy-duty anchor HSL-3 M20/60 steel bracket fixing
40062 05-10 Tamar Development GAMMON CONSTRUCTION LTD
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
40051 05-10 MTR West Island Line DRAGAGES-MAEDA-BSG JOINT VENTURE
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
40113 05-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
NEW DICKY DECORATION & ENG (MACAU)
Heavy-duty anchor HSL-3 M12/25 glass rail fixing
40085 05-10 The Venetian Casino Resort (Parcel 1) SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
40076 05-10 Ocean Park Master Development UNISON PROJECTS CO LTD Heavy-duty anchor HSL-3-G M20/60 canopy fixing
40075 05-10 Ocean Park Master Development UNISON PROJECTS CO LTD Heavy-duty anchor HSL-3-G M16/100 canopy fixing
40052 05-10 MTR West Island Line DRAGAGES-MAEDA-BSG JOINT VENTURE
Heavy-duty anchor HSL-3 M20/10 steel bracket fixing
40117 05-10 MTR West Island Line CHINA STATE CONST ENG COR
Heavy-duty anchor HSL-3 M16/25 catch fence fixing
39993 04-10 SHK Development, Tseung Kwan O (Area 56)
JUMBO ORIENT CONTRACTING LTD
Heavy-duty anchor HSL-3-G M8/5 steel bracket fixing
40007 04-10 MTR West Island Line CW MACHINERY EQUIPMENT LIMITED
Heavy-duty anchor HSL-3 M12/25 hoarding fixing
39984 04-10 MTR West Island Line COMMANDING VIEW ENG CO LTD
Heavy-duty anchor HSL-3 M24/30 hoarding fixing
39983 04-10 MTR West Island Line COMMANDING VIEW ENG CO LTD
Heavy-duty anchor HSL-3 M16/25 hoarding fixing
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 Reference11-Mar-11
39982 04-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M24/30 steel bracket fixing
40008 04-10 MTR West Island Line CW MACHINERY EQUIPMENT LIMITED
Heavy-duty anchor HSL-3 M16/25 hoarding fixing
39889 03-10 Tamar Development CHOI KEE ENG (HK) CO LTD Heavy-duty anchor HSL-3 M20/60 structural steel / I-beam fixing
39878 03-10 One Grantai HOBBS CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
39854 03-10 Tung Ying Re-development, Nathan Road
REX DECORATION LTD Heavy-duty anchor HSL-3 M16/50 structural steel / I-beam fixing
39853 03-10 Tung Ying Re-development, Nathan Road
REX DECORATION LTD Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
39890 03-10 Tamar Development CHOI KEE ENG (HK) CO LTD Heavy-duty anchor HSL-3 M24/60 structural steel / I-beam fixing
39905 03-10 Ocean Park Master Development LEIGHTON CONT (ASIA) LTD Heavy-duty anchor HSL-3 M12/25 canopy fixing
39923 03-10 City of Dreams Resort ENGENHARIA HUNG YIP Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
39965 03-10 PTM Projects - China State CHINA STATE CONST ENG COR
Heavy-duty anchor HSL-3 M8/20 catch fence fixing
39930 03-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
39924 03-10 Galaxy Mega Resort GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
39901 03-10 Tamar Development GAMMON - HIP HING JOINT VENTURE
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
39777 02-10 Tung Ying Re-development, Nathan Road
REX DECORATION LTD Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
39736 01-10 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3-SK M8/20 steel bracket fixing
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 107 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference11-Mar-11
39694 01-10 PTM Projects - Yau Lee YAU LEE CONSTRUCTION MATERIALS &
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
39695 01-10 PTM Projects - Yau Lee YAU LEE CONSTRUCTION MATERIALS &
Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
39703 01-10 Ocean Park Master Development BONNYTOWN INVESTMENTS LTD
Heavy-duty anchor HSLGR M12/25 steel bracket fixing
39704 01-10 Ocean Park Master Development BONNYTOWN INVESTMENTS LTD
Heavy-duty anchor HSLGR M16/25 steel bracket fixing
39712 01-10 PTM Projects - Hsin Chong HSIN CHONG CONST CO LTD Heavy-duty anchor HSL-3 M8/5 steel bracket fixing
39667 01-10 Oceanus Entertainment Complex San Fong Seng Construction & Heavy-duty anchor HSL-G-R M16/50 structural steel / I-beam fixing
39717 01-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM
Heavy-duty anchor HSL-3 M20/10 structural steel / I-beam fixing
39716 01-10 City of Dreams Resort OFIC FERRAGENS OU SON Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam 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
Page 108 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
39604 12-09 City of Dreams Resort UNISON PROJECTS CO LTD Heavy-duty anchor HSL-3 M24/60 steel bracket fixing
39603 12-09 City of Dreams Resort UNISON PROJECTS CO LTD Heavy-duty anchor HSL-3 M20/60 steel bracket fixing
39602 12-09 City of Dreams Resort UNISON PROJECTS CO LTD Heavy-duty anchor HSL-3 M20/30 steel bracket fixing
39524 12-09 Union Square 7, Kowloon Station JUMBO ORIENT CONTRACTING LTD
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
39520 12-09 PTM Projects - Sun Hung Kai JUMBO ORIENT CONTRACTING LTD
Heavy-duty anchor HSL-3 M20/10 structural steel / I-beam fixing
39605 12-09 City of Dreams Resort MACAO JIANGHE CURTAIN-WALL ENG
Heavy-duty anchor HSL-3 M12/25 curtain wall fixing
39485 11-09 One Central Macau OFIC FERRAGENS OU SON Heavy-duty anchor HSL-3-G M8/20 hand rail fixing
39467 11-09 Wynn Macau Casino PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-3 M8/20 safety system fixing
39434 11-09 PTM Projects - Sun Hung Kai PERMANENT JET GONDOLA LIMITED
Heavy-duty anchor HSL-G-R M16/50 gondola fixing
39372 11-09 KCRC Tai Wai Depot HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M12/50 steel hanger fixing
39362 11-09 Hotel Grand Lisboa Development DECORACAO CHI CHAO Heavy-duty anchor HSL-3 M12/5 steel hanger fixing
39373 11-09 Airport WAN'S KEE YIP ENG & METAL Heavy-duty anchor HSL-3 M20/30 machine fixing
39279 10-09 Hotel Grand Lisboa Development SAN TAK POU ENGINEERING &
Heavy-duty anchor HSL-3-G M20/30 structural steel / I-beam fixing
39147 10-09 Airport PING KEE STAINLESS STEEL & IRON
Heavy-duty anchor HSL-3 M12/50 structural steel / I-beam fixing
39151 10-09 PTM Projects - Sun Hung Kai PING KEE STAINLESS STEEL & IRON
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
39233 10-09 PTM Projects - Hsin Chong ACME GONDOLA SYSTEMS LIMITED
Heavy-duty anchor HSLGR M12/25 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 Reference20-Feb-10
39278 10-09 Hotel Grand Lisboa Development SAN TAK POU ENGINEERING &
Heavy-duty anchor HSL-3 M16/50 structural steel / I-beam fixing
39126 10-09 One Central Macau DECORACAO CHI CHAO Heavy-duty anchor HSL-3 M12/5 structural steel / I-beam fixing
39298 10-09 Oceanus Entertainment Complex NGAI SENG FURNITURE DECORATION
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
39299 10-09 Oceanus Entertainment Complex NGAI SENG FURNITURE DECORATION
Heavy-duty anchor HSL-3-G M16/25 steel bracket fixing
39319 10-09 City of Dreams Resort MAN SHING ENGINEERING (MACAO) LTD
Heavy-duty anchor HSL-3 M16/10 window fixing
39244 10-09 Tung Ying Re-development, Nathan Road
PATWIN ENG CO LTD Heavy-duty anchor HSL-3 M16/25 MVAC fixing
38888 09-09 KCRC Tai Wai Depot WAH ON (CHINA HONGKONG) ENG CO LTD
Heavy-duty anchor HSL-3 M8/40 steel hanger fixing
38899 09-09 Union Square 7, Kowloon Station CHEUNG SHING HO ENG CO Heavy-duty anchor HSL-3 M10/20 steel hanger fixing
38911 09-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M24/30 structural steel / I-beam fixing
38863 09-09 School Improvement Program SON FAT DECORACAO DE FERRAGENS
ASD Heavy-duty anchor HSL-3 M10/20 structural steel / I-beam fixing
38864 09-09 School Improvement Program SON FAT DECORACAO DE FERRAGENS
ASD Heavy-duty anchor HSL-3-G M10/20 structural steel / I-beam fixing
39057 09-09 Hotel Grand Lisboa Development SAN TAK POU ENGINEERING &
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
39058 09-09 Hotel Grand Lisboa Development SAN TAK POU ENGINEERING &
Heavy-duty anchor HSL-3 M24/30 structural steel / I-beam fixing
39080 09-09 Oceanus Entertainment Complex PAK KAI ENG CO Heavy-duty anchor HSL-3 M12/25 steel hanger fixing
39089 09-09 The Venetian Casino Resort (Parcel 1) CONSTRUCOES E OBRAS PUBLICAS
Heavy-duty anchor HSLGR M16/25 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 109 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
39090 09-09 The Venetian Casino Resort (Parcel 1) CONSTRUCOES E OBRAS PUBLICAS
Heavy-duty anchor HSLGR M20/30 steel bracket fixing
39115 09-09 Oceanus Entertainment Complex MING SHENG CONSTRUCTION CO. LTD.
Heavy-duty anchor HSL-3 M12/25 window fixing
39094 09-09 Hotel Grand Lisboa Development MODERN CONCRETE DRILL CUT (MACAU)
Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
38616 08-09 KCRC Tai Wai Depot HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M20/10 steel bracket fixing
38617 08-09 KCRC Tai Wai Depot HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M20/30 steel bracket fixing
38806 08-09 City of Dreams Resort 3-STRINGS ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
38589 08-09 KCRC Tai Wai Depot TEAMBO ENGINEERING LTD Heavy-duty anchor HSL-3 M8/20 steel hanger fixing
38603 08-09 PTM Projects - Gammon REX DECORATION LTD Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
38618 08-09 KCRC Tai Wai Depot HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3-B M24/10 steel bracket fixing
38678 08-09 Tung Ying Re-development, Nathan Road
NIXON TECHNOLOGY CO LTD Heavy-duty anchor HSL-3-G M16/25 electrical services fixing
38631 08-09 Union Square 7, Kowloon Station KAM KEE STEEL WORKS LTD Heavy-duty anchor HSL-3 M10/5 structural steel / I-beam fixing
38632 08-09 Union Square 7, Kowloon Station KAM KEE STEEL WORKS LTD Heavy-duty anchor HSL-3 M10/20 structural steel / I-beam fixing
38609 08-09 Union Square 7, Kowloon Station WAH ON ENGG CO Heavy-duty anchor HSL-3 M8/40 steel hanger fixing
38644 08-09 PTM Projects - Hanison HINGSKING BLDG MAT'L & ENG LTD
Heavy-duty anchor HSL-3-G M16/25 cladding / pre-cast panel fixing
38404 07-09 PTM Projects - Paul Y WIN SUCCESS ENGINEERING LIMITED
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
38298 07-09 KCRC Tai Wai Depot LUEN TAT METAL WORKS LTD
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam 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
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
38313 07-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M20/60 structural steel / I-beam fixing
38326 07-09 PTM Projects - China State CHINA STATE CONST ENG COR
Heavy-duty anchor HSL-3 M16/10 steel hanger fixing
38327 07-09 PTM Projects - China State CHINA STATE CONST ENG COR
Heavy-duty anchor HSL-3-G M20/30 steel hanger fixing
38353 07-09 Airport ON HARVEST ENGINEERING LTD
Heavy-duty anchor HSL-3 M24/30 hoarding fixing
38286 07-09 One Central Macau DECORACAO CHI CHAO Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
38421 07-09 Lohas Park Phase 1 & Phase 2 GOLDGRATE FIBREGLASS CO LTD
Heavy-duty anchor HSLGR M12/25 marble / granite fixing
38424 07-09 Airport AVATRON ENGINEERING COMPANY
Heavy-duty anchor HSL-3-G M8/40 window fixing
38430 07-09 PTM Projects - Sun Hung Kai NOBLE ENG LTD Heavy-duty anchor HSL-3 M24/60 structural steel / I-beam fixing
38461 07-09 Wynn Macau Casino HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M8/20 safety system fixing
38468 07-09 The Venetian Casino Resort (Parcel 1) 3-STRINGS ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M24/60 structural steel / I-beam fixing
38488 07-09 One Central Macau KIN PANG CONSTRUCTION & ENGINEERING
Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
38557 07-09 Oceanus Entertainment Complex MAN SHING ENGINEERING (MACAO) LTD
Heavy-duty anchor HSL-3 M12/25 window fixing
38352 07-09 Airport ON HARVEST ENGINEERING LTD
Heavy-duty anchor HSL-3 M12/50 hoarding fixing
38051 06-09 PTM Projects - Hsin Chong KIN MEI IRON WORKS CO LTD Heavy-duty anchor HSL-3 M8/20 steel hanger fixing
38012 06-09 PTM Projects - Gammon MUN LEE ENG CO LTD Heavy-duty anchor HSL-3 M8/20 glass fencing / balustrade fixing
38025 06-09 Airport KPA ENGINEERING LTD Heavy-duty anchor HSL-3-G M16/50 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 4
Hotline : 8228 8118 Fax : 29541751Page 110 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
38026 06-09 Airport KPA ENGINEERING LTD Heavy-duty anchor HSL-3-G M8/20 steel bracket fixing
38047 06-09 PTM Projects - Hip Hing HOP FAT STRUCTURAL STEEL ENG CO LTD
Heavy-duty anchor HSLGR M10/20 steel hanger fixing
38050 06-09 PTM Projects - Hip Hing WAI HING IRON WORKS LTD Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
38101 06-09 Macau - Science Centre WA LONG CHONG SAO KONG CHENG CONG
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
38115 06-09 Wynn Macau Casino PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-3 M12/25 window fixing
38116 06-09 Wynn Macau Casino PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-3 M12/50 window fixing
38117 06-09 Wynn Macau Casino PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-3 M16/50 window fixing
38130 06-09 Hong Kong Convention & Exhibition Centre Renovation
TAI TAK E & M ENGINEERING Maunsell Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
38150 06-09 PTM Projects - Hsin Chong YEE WO ENG CO Heavy-duty anchor HSL-3 M10/20 steel hanger fixing
38218 06-09 Airport NAM CHEONG CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M8/20 structural steel / I-beam fixing
38157 06-09 KCRC Tai Wai Depot HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3-G M20/30 steel bracket fixing
37723 05-09 PTM Projects - Yau Lee YAU HO ENG CO Heavy-duty anchor HSL-3 M12/50 steel bracket fixing
37722 05-09 PTM Projects - Yau Lee YAU HO ENG CO Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
37784 05-09 PTM Projects - Sun Hung Kai HOP KEE (KAM FAI) ENG CO LTD
Heavy-duty anchor HSL-3 M12/5 steel bracket fixing
37724 05-09 PTM Projects - Yau Lee YAU HO ENG CO Heavy-duty anchor HSL-3 M24/30 steel bracket fixing
37739 05-09 PTM Projects - Gammon KPA ENGINEERING LTD Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 5
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
37740 05-09 PTM Projects - Gammon KPA ENGINEERING LTD Heavy-duty anchor HSL-3 M16/50 steel bracket fixing
37942 05-09 City of Dreams Resort DDL CONTRACTING (MACAU) LTD
Heavy-duty anchor HSLGR M16/25 steel bracket fixing
37919 05-09 PTM Projects - Sun Hung Kai KAM KEE STEEL WORKS LTD Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
37800 05-09 City of Dreams Resort WAN TIN KIN FAI ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M8/20 steel bracket fixing
37720 05-09 PTM Projects - Cheung Kong GREAT HARVEST CONSTRUCTION LIMITED
Heavy-duty anchor HSL-3 M10/40 steel hanger fixing
37916 05-09 PTM Projects - Sun Hung Kai JUMBO ORIENT CONTRACTING LTD
Heavy-duty anchor HSL-3 M12/5 steel hanger fixing
37902 05-09 PTM Projects - E-man FUK LAM ENGINEERING LTD Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
37901 05-09 PTM Projects - E-man FUK LAM ENGINEERING LTD Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
37842 05-09 City of Dreams Resort SAN TAK POU ENGINEERING &
Heavy-duty anchor HSL-3-G M16/50 structural steel / I-beam fixing
37909 05-09 PTM Projects - E-man YEE WO ENG CO Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
37471 04-09 SHK Development, Tseung Kwan O (Area 56)
LEUNG PUI FORM MOULD Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
37564 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M10/20 steel hanger fixing
37522 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M16/10 steel hanger fixing
37521 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M12/5 steel hanger fixing
37450 04-09 PTM Projects - Paul Y HANG YICK GATE ENG CO Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
37516 04-09 PTM Projects - Paul Y SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 6
Hotline : 8228 8118 Fax : 29541751Page 111 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
37469 04-09 PTM Projects - Hip Hing B.S.C. INTERIOR CONTRACT AND
Heavy-duty anchor HSL-3 M12/50 steel bracket fixing
37503 04-09 PTM Projects - Hanison CHEUNG LAP ENG LTD Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
37565 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M12/5 steel hanger fixing
37520 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M10/20 steel hanger fixing
37451 04-09 PTM Projects - Paul Y HANG YICK GATE ENG CO Heavy-duty anchor HSL-3-G M20/30 structural steel / I-beam fixing
37506 04-09 PTM Projects - Hip Hing HOP FAT STRUCTURAL STEEL ENG CO LTD
Heavy-duty anchor HSL-3 M16/50 steel bracket fixing
37634 04-09 Lohas Park Phase 1 & Phase 2 PING KEE STAINLESS STEEL & IRON
Heavy-duty anchor HSLGR M8/20 cladding / pre-cast panel fixing
37515 04-09 PTM Projects - Paul Y SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
37566 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M16/10 steel hanger fixing
37686 04-09 Airport CRAFT PROJECTS INTERNATIONAL
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
37687 04-09 Airport CRAFT PROJECTS INTERNATIONAL
Heavy-duty anchor HSL-3 M20/30 structural steel / I-beam fixing
37664 04-09 Oceanus Entertainment Complex MERCURIO SERVICOS DE ENGENHARIA
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
37624 04-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M24/60 steel bracket fixing
37605 04-09 PTM Projects - Paul Y SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M16/25 machine fixing
37604 04-09 PTM Projects - Paul Y SMART HORSE MACHINE & ENGINEERING
Heavy-duty anchor HSL-3 M10/20 machine fixing
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 Reference20-Feb-10
37602 04-09 Wynn Macau Casino PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-3-G M10/40 window fixing
37594 04-09 The Venetian Casino Resort (Parcel 1) TOP BUILDERS INTERNATIONAL CO.LTD
Heavy-duty anchor HSL-3 M12/50 structural steel / I-beam fixing
37593 04-09 The Venetian Casino Resort (Parcel 1) TOP BUILDERS INTERNATIONAL CO.LTD
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
37580 04-09 One Central Macau TONG UN TIT LOI KONG CHENG KONG SI
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
37572 04-09 City of Dreams Resort ENGENHARIA HUNG YIP Heavy-duty anchor HSL-3 M16/10 steel bracket fixing
37685 04-09 Airport CRAFT PROJECTS INTERNATIONAL
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
37326 03-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M10/20 hanger fixing
37123 03-09 Le Royal Arc DING LIK (MACAU) ENGINEERING CO LTD
Heavy-duty anchor HSL-3-G M12/25 steel bracket fixing
37303 03-09 KCRC Tai Wai Depot WAI YIP ELECTRICAL MECHANCIAL
Heavy-duty anchor HSL-3 M12/25 machine fixing
37272 03-09 Wynn Macau Casino KPA ENGINEERING LTD Heavy-duty anchor HSL-3 M12/25 hand rail fixing
37266 03-09 Four Seasons Hotel, Macau (Parcel 2) TOP BUILDERS INTERNATIONAL CO.LTD
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
37111 03-09 Airport KPA ENGINEERING LTD Heavy-duty anchor HSL-3 M16/50 steel bracket fixing
37265 03-09 The Venetian Casino Resort (Parcel 1) TOP BUILDERS INTERNATIONAL CO.LTD
Heavy-duty anchor HSL-3 M16/50 structural steel / I-beam fixing
37251 03-09 One Central Macau KPA ENGINEERING LTD Heavy-duty anchor HSL-3 M12/5 hand rail fixing
37250 03-09 One Central Macau JOSEF GARTNER & CO (HK) LTD
Heavy-duty anchor HSL-3 M12/25 curtain wall fixing
37247 03-09 Galaxy Mega Resort GENYIELD CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
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 112 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
37152 03-09 Oceanus Entertainment Complex KONG HING ENGENHARIA DE ACO
Heavy-duty anchor HSL-3-G M16/25 structural steel / I-beam fixing
37151 03-09 Oceanus Entertainment Complex KONG HING ENGENHARIA DE ACO
Heavy-duty anchor HSL-3 M10/40 structural steel / I-beam fixing
37147 03-09 Hotel Grand Lisboa Development TANG FAT ENG CO LTD Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
37133 03-09 City of Dreams Resort KONG HING ENGENHARIA DE ACO
Heavy-duty anchor HSL-3 M10/40 structural steel / I-beam fixing
37327 03-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M12/50 hanger fixing
37142 03-09 City of Dreams Resort SUN WAH TAT CONSTRUCTION AND
Heavy-duty anchor HSL-3 M10/40 structural steel / I-beam fixing
37210 03-09 PTM Projects - Hsin Chong HOP HING IRON WRK&CONST CO LTD
Heavy-duty anchor HSL-3 M10/20 steel bracket fixing
37340 03-09 PTM Projects - Hip Hing HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M16/25 cladding / pre-cast panel fixing
37438 03-09 I-Square Development, Nathan Road HONTRADE ENGINEERING LTD
Heavy-duty anchor HSL-3 M16/25 tower crane fixing
37224 03-09 City of Dreams Resort LUEN YICK TAI CONSTRUCTION (MACAU)
Heavy-duty anchor HSL-3 M12/25 rebar fastening
37433 03-09 PTM Projects - Sun Hung Kai MAN HO METALLIC ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
37213 03-09 PTM Projects - Sun Hung Kai WINLOAD CONST ENG CO LTD
Heavy-duty anchor HSL-3 M16/25 catch fence fixing
37328 03-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M16/25 hanger fixing
37201 03-09 Airport HONGAN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M16/10 steel bracket fixing
37339 03-09 PTM Projects - Hip Hing HANG TAK ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M12/25 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. 9
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
37332 03-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3-G M20/60 hanger fixing
37331 03-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3-G M20/100 hanger fixing
37330 03-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M8/20 hanger fixing
37329 03-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M16/50 hanger fixing
37216 03-09 Airport LUEN FOOK CHEUNG FAT ENG CO LTD
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
36746 02-09 City of Dreams Resort KONG HING ENGENHARIA DE ACO
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
36764 02-09 Oceanus Entertainment Complex KONG HING ENGENHARIA DE ACO
Heavy-duty anchor HSL-3 M12/25 structural steel / I-beam fixing
36864 02-09 City of Dreams Resort 3-STRINGS ENGINEERING CO LTD
Heavy-duty anchor HSL-3-G M16/25 steel bracket fixing
36727 02-09 PTM Projects - Cheung Kong KPA ENGINEERING LTD Heavy-duty anchor HSLGR M16/25 steel bracket fixing
36765 02-09 Oceanus Entertainment Complex KONG HING ENGENHARIA DE ACO
Heavy-duty anchor HSL-3 M16/25 structural steel / I-beam fixing
36785 02-09 The Venetian Casino Resort (Parcel 1) YOUNG'S ENGINEERING (MACAO) COMPANY
Heavy-duty anchor HSL-3 M16/25 steel bracket fixing
36826 02-09 PTM Projects - Shui On SAN PO METAL WORKS & ENG CO.
Heavy-duty anchor HSL-3-SK M10/20 catch fence fixing
36883 02-09 One Central Macau JOSEF GARTNER & CO (HK) LTD
Heavy-duty anchor HSL-3 M20/10 curtain wall fixing
36886 02-09 One Central Macau OFIC FERRAGENS OU SON Heavy-duty anchor HSL-3 M24/30 structural steel / I-beam fixing
36890 02-09 One Central Macau PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-3 M16/25 curtain wall 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 113 Jan 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
36969 02-09 PTM Projects - Hsin Chong AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M24/10 hanger fixing
36970 02-09 PTM Projects - Hsin Chong AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M24/30 hanger fixing
36874 02-09 City of Dreams Resort KPA ENGINEERING LTD Heavy-duty anchor HSL-3 M10/5 hand rail fixing
36966 02-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Heavy-duty anchor HSL-3 M12/25 hanger fixing
36654 01-09 PTM Projects - Sun Hung Kai KAM KEE STEEL WORKS LTD Heavy-duty anchor HSL-3 M8/5 hanger fixing
36502 01-09 PTM Projects - Cheung Kong GREAT HARVEST CONSTRUCTION LIMITED
Heavy-duty anchor HSL-3 M16/50 steel bracket fixing
36559 01-09 Wynn Macau Casino HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M12/25 steel hanger fixing
36560 01-09 Wynn Macau Casino HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M16/25 steel hanger fixing
36584 01-09 City of Dreams Resort 3-STRINGS ENGINEERING CO LTD
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
36588 01-09 City of Dreams Resort ENGENHARIA HUNG YIP Heavy-duty anchor HSL-3 M20/60 structural steel / I-beam fixing
36601 01-09 One Central Macau PERMASTEELISA MACAU LIMITED
Heavy-duty anchor HSL-3 M10/20 curtain wall fixing
36607 01-09 Wynn Macau Casino HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M16/25 cladding / pre-cast panel fixing
36496 01-09 Airport CRAFT PROJECTS INTERNATIONAL
Heavy-duty anchor HSL-3 M12/25 steel bracket fixing
36606 01-09 Wynn Macau Casino HONGAN ENGINEERING (MACAU) CO LTD
Heavy-duty anchor HSL-3 M12/25 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. 11
Hotline : 8228 8118 Fax : 29541751
Page 114 Jan 2013
