Hilti HSA 5 Submission Folder · Hilti HSA 5 Submission Folder Sample Submission ... please refer...

Submission folder

Customer Hotline Customer Hotline Hong Kong 8228 8118Macau (Toll free) 00800- 8228 8118

Hilti HSA-R2 Submission Folder

Sample Submissionand Approval Form 2 - 3

Product Information 4 - 5

Technical Data 6 - 15

Method Statement 16 - 17

Letter of Clarification of Test Reports 18

Test Reports according to BS5080 19 - 27

Government Letter 28 - 29

Country of Origin 30

Job Reference 31 - 41

Mar 2013

liwin

Text Box

Make your submission simple! To download the most updated submission folders and technical manuals, visit http://www.hilti.com.hk/download P Recycling one ton of paper saves 17 trees and 7000 gallons of water. Please consider your environmental responsibility before using the hard copy version!

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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 HSA-R2 stud anchor

__________________________________________________________ __________________________________________________________ b. Location: __________________________________________________________ __________________________________________________________ __________________________________________________________ c. Specification Ref. Page: __________________________ Item: _______________________ __________________________ _______________________ __________________________ _______________________ d. Drawing Ref. No. __________________________________________________________ __________________________________________________________ __________________________________________________________ e. B.Q. Ref.No.: __________________________________________________________ __________________________________________________________ __________________________________________________________ f. Anticipated date of approval: __________________________________________________________

2. Technical 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 Liechtenstein c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein

d. Factory’s Name & Address(es) Not specified Hilti Aktiengesellschaft, Hilti AG, Feldkircherstrasse, FL-9494 Schaan, Liechtenstein e. Supplier (with Applicator, if any) Not specified Hilti (Hong Kong) Ltd

Mar 2013

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)

Mar 2013

1.A

d

do

o

Anchoring Systems

Standard Stud anchor HSA-R2 The ETA approved standard stud anchor for fastening applications in uncracked concrete

Applications ■ Fastening façade brackets ■ Fastening brackets and channels

Base material ■ Non-cracked concrete

Material ■ A2 stainless steel

Technical data Recommended load (kN), non-cracked concrete at 25N/mm², safety factor(ɣ)=3

Model Size M6 M8 M10 M12 M16 M20

HSA-R2 (standard embedment)

Tensile Load, Nrec - 4.2 5.9 8.8 12.0 -

Shear Load, Vrec - 4.1 7.5 9.7 18.8 -

Remarks: 1) All the data applies to no edge distance, spacing and other influences 2) For detail design method, please refer to Fastening Technology Manual

Advantages o

■ Reliable ETA approved torquing using SIW 14-A or 22-A impact wrench with torque bar S-TB

■ Excellent edge and spacing distances ■ High loads (limit set by concrete cone failure) ■ 3 embedment depths offering maximum flexibility d

■ Head mark with letter code for identification

Approvals

df

Tinst

df 7 df

Installation procedures 1 2

3A 4A

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

3B h =h

+8 mm

4B 3

9 0 ƒ

4 sec

1 nom

d0

9 0 ƒ d0 ‘ 1 2 P P

Alternative setting method M8-M16 : Machine setting by setting tool HS-SC with hammer drill.

Alternative tightening method M8-M16(Galvanized / Stainless Steel) : Machine tightening in 4 sec time by torque bar S-TB with impact screw driver SIW

★ Non-Stock Item in HK & Macau

Customer Hotl ine: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sa t 8:30 am - 1:00 pm) | Hilti onl ine: www.hilti .com.hk

222

Mar 2013

http://www.hilti.com.hk/

Anchoring Systems

HSA-R2: Standard stud anchor

Drill bit Drill. hole depth, h1 Fastening thickness, tfix . Tighten. Clear- Width nom. Anchor Head @ embed- @ embed- @ embed- @ embed- @ embed @ embed torque ance across

dia., do length, I mark ment ment ment ment ment ment Tinst hole, df flats, Sw Package Order designation Item no. depth 1, depth 2, depth 3, depth 1, depth 2, depth 3, hnom, 1 hnom, 2 hnom, 3 hnom, 1 hnom, 2 hnom, 3

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) (pcs) 8 69.5 w 44 54 20 10 15 9 13 100 HSA-R2 M8 20/10/- 02004218 10 83 w 55 65 20 10 25 12 17 50 HSA-R2 M10 20/10/- 02004219 12 99.5 w 72 87 20 5 50 14 19 25 HSA-R2 M12 20/5/- 02004220 12 114.5 t 72 87 35 20 50 14 19 25 HSA-R2 M12 35/20/- 02004221★ 16 136.5 s 85 100 40 25 80 18 24 16 HSA-R2 M16 40/25/- 02004222★

★ Non-Stock Item in HK & Macau

FLEET MANAGEMENT

1 2 7

Setting tool and torque bar

Description Outside dia (mm) Length (mm) Package (pcs) Order designation Item no. SIW 14-A lithium cordless impact wrench (14.4v 2 batteries, 1 charger) For M8-M12 - - 1 SIW 14-A 1.6AH 03485630 SIW 14-A lithium cordless impact wrench (14.4v 2 batteries, 1 charger) For M8-M12 - - 1 SIW 14-A 3.3AH 03485631 SIW 22T-A lithium cordless impact wrench (21.6v 2 batteries, 1 charger) For M16 - - 1 SIW 22T-A 3.3AH 03469136 Torque bar S-TB HSA M8 (For HSA/HSA-R2 M8) 20 215 1 S-TB HSA M8 Torque bar S-TB HSA M10 (For HSA-R2 M10) 26 174 1 S-TB HSA M10 1

00423774 00423775

Torque bar S-TB HSA M12 (For HSA-R2 M12) 28 174 1 S-TB HSA M12 00423776 Torque bar S-TB HSA M16 (For HSA-R2 M16) 34 174 1 S-TB HSA M16

2

Setting tool HS-SC M8-M16 - - 1 HS-SC M8-M16 00423777 02051443

Customer Hotl ine: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sa t 8:30 am - 1:00 pm) | Hilti onl ine: www.hilti .com.hk 224

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Mar 2013

http://www.hilti.com.hk/

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TE2

–TE

16-

Oth

erto

ols

ham

mer

,tor

que

wre

nch,

blow

outp

ump

HS

A|

Stu

dan

chor

911

/201

2

Se

ttin

gin

str

uc

tio

n

Dri

lla

nd

cle

an

bo

reh

ole

St

anda

rd d

rillin

gm

etho

dM

8–

M16

:Ham

mer

drilli

ng (H

D)

Alte

rnat

ive

drilli

ngm

etho

dM

8–

M16

:Dia

mon

ddr

illin

g (D

D)

In

sta

lla

nc

ho

rw

ith

ha

mm

er

or

ma

ch

ine

se

ttin

gto

ol

St

anda

rd s

ettin

gm

etho

dM

8–

M16

:Ham

mer

setti

ng

C

heck

setti

ng

Ti

ghte

ning

the

anch

or

Alte

rnat

ive

setti

ngm

etho

dM

8–

M16

:Mac

hnin

ese

tting

Fo

rdet

aile

din

form

atio

non

inst

alla

tion

see

inst

ruct

ion

foru

segi

ven

with

the

pack

age

ofth

epr

oduc

t.

Mar 2013

HS

A|

Stu

dan

chor

1011

/201

2

M

ac

hin

eti

gh

ten

ing

of

the

an

ch

or

for

sta

nd

ard

ins

tall

ati

on

torq

ue

HS

A,

HS

A-B

W,

HS

A-R

2,H

SA

-RT

ype

An

cho

r S

ize

M6

M8

M10

M12

M16

M20

Setti

ngpo

sitio

n

Nom

inal

h nom

[m

m]

anch

orag

ede

pth

-

- -

39 49

79 50

60 90

64 79

114

77 92

132

- -

-

Stan

dard

inst

alla

tion

torq

ueT i

nst

[Nm

]

-

15

25

50

80

- Se

tting

tool

-

S-TB

HSA

M8

S-TB

HSA

M10

S-TB

HSA

M12

S-TB

HSA

M16

-

Impa

ctsc

re Sp

eed

wdr

iver

Hilt

iSIW

14-A

Hilt

iSIW

22-A

Hilt

iSI

W22

T-A

3

-1)

HS

A-R

23

3Se

tting

time

t set

[sec

.]4

1)Th

eim

pact

scre

wdr

iver

oper

ates

with

afix

edsp

eed.

Se

ttin

gin

str

uc

tio

nfo

rH

SA

-R2

M8

–M

16

Tigh

teni

ngth

ean

chor

-alte

rnat

ivel

yw

ithim

acts

crew

driv

eran

dsp

ecia

lsoc

ket

Se

lec

tin

gth

eim

pa

cts

cre

wd

rive

r,b

att

ery

an

ds

pe

cia

ls

oc

ke

t

Se

lec

tin

gth

esp

ee

dse

ttin

ga

nd

sta

teo

fc

ha

rge

of

the

bat

tery

Tig

hte

nth

ea

nc

ho

ran

dc

he

ck

the

ins

talla

tio

n

Ford

etai

led

info

rmat

ion

onin

stal

latio

nse

ein

stru

ctio

nfo

ruse

give

nw

ithth

epa

ckag

eof

the

prod

uct.

HS

A|

Stu

dan

chor 11

11/2

012

S

ett

ing

det

ail

s

On

ean

cho

rle

ng

thfo

rd

iffe

ren

tfi

xtu

reth

ickn

ess

t fix

and

the

corr

esp

on

din

gse

ttin

gp

osi

tio

ns

D

iffe

ren

tan

cho

rle

ng

thfo

rd

iffe

ren

tse

ttin

gp

osi

tio

ns

and

the

corr

esp

on

din

gfi

xtu

reth

ickn

ess

t fix

Mar 2013

HS

A|

Stu

dan

chor

1211

/201

2

S

ett

ing

det

ail

s

An

cho

rsi

zeM

6M

8M

10

Nom

inal

anch

orag

ede

pth

h nom

[mm

]

-

-

-

39

49

79

50

60

90

Min

imum

base

mat

eria

lthi

ckne

ssh m

in[m

m]

-

-

-

10

0

100

12

0

100

12

0

160

Min

imum

spac

ing

s min

[mm

]-

--

3535

3550

5050

Min

imum

edge

dist

ance

c min

[mm

]

-

-

-

40

35

35

50

40

40

Nom

inal

diam

eter

ofdr

illbi

td o

[mm

]

-

8

10

Cut

ting

diam

eter

ofdr

illbi

td c

ut[m

m]

-

8,

45

10,4

5

Dep

thof

drill

hole

h 1[m

m]

--

-44

5484

5565

95

Dia

met

erof

clea

ranc

eho

lein

the

fixtu

red f

[mm

]

-

9

12

Torq

uem

omen

tT i

nst

[Nm

]-

1525

Wid

thac

ross

SW[m

m]

-13

17

An

cho

rsi

zeM

12M

16M

20

Nom

inal

anch

orag

ede

pth

h nom

[mm

]

64

79

114

77

92

13

2

-

-

-

Min

imum

base

mat

eria

lthi

ckne

ssh m

in[m

m]

10

0

140

18

0

140

16

0

180

-

-

-

Min

imum

spac

ing

s min

[mm

]70

7070

9090

90-

--

Min

imum

edge

dist

ance

c min

[mm

]

70

65

55

80

75

70

-

-

-

Nom

inal

diam

eter

ofdr

illbi

td o

[mm

]

12

16

-

Cut

ting

diam

eter

ofdr

illbi

td c

ut[m

m]

12

,5

16,5

-

Dep

thof

drill

hole

h 1[m

m]

7287

122

8510

014

0-

--

Dia

met

erof

clea

ranc

eho

lein

the

fixtu

red f

[mm

]

14

18

-

Torq

uem

omen

tT i

nst

[Nm

]50

80-

Wid

thac

ross

SW[m

m]

1924

-

HS

A|

Stu

dan

chor 13

11/2

012

D

es

ign

pa

ram

ete

rs

An

cho

rsi

zeM

6M

8M

10

Nom

inal

anch

orag

ede

pth

h nom

[mm

]

-

-

-

39

49

79

50

60

90

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

Crit

ical

spac

ing

for

split

ting

failu

res c

r,sp

[mm

]

-

-

-

130

18

0

200

19

0

210

29

0

Crit

ical

edge

dist

ance

fors

plitt

ing

failu

rec c

r,sp

[m

m]

-

-

-

65

90

10

0

95

105

14

5

Crit

ical

spac

ing

for

conc

rete

con

efa

ilure

s cr,N

[mm

]

-

-

-

90

120

21

0

120

15

0

240

Crit

ical

edge

dist

ance

forc

oncr

ete

cone

c cr,N

[mm

]fa

ilure

-

-

-

45

60

10

5

60

75

120

An

cho

rsi

zeM

12M

16M

20

Nom

inal

anch

orag

ede

pth

h nom

[mm

]

64

79

114

77

92

13

2

-

-

-

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

Crit

ical

spac

ing

for

split

ting

failu

res c

r,sp

[mm

]

200

25

0

310

23

0

280

38

0

-

-

-

Crit

ical

edge

dist

ance

fors

plitt

ing

failu

rec c

r,sp

[m

m]

10

0

125

15

5

115

14

0

190

-

-

-

Crit

ical

spac

ing

for

conc

rete

con

efa

ilure

s cr,N

[mm

]

150

19

5

300

19

5

240

36

0

-

-

-

Crit

ical

edge

dist

ance

forc

oncr

ete

cone

c cr,N

[mm

]fa

ilure

75

97

,5

150

97

,5

120

18

0 -

-

-

For

spac

ing

(edg

edi

stan

ce)

smal

ler

than

criti

cal

spac

ing

(crit

ical

edge

dist

ance

)th

ede

sign

load

sha

veto

bere

duce

d.

Mar 2013

HS

A|

Stu

dan

chor

1411

/201

2

Rd

,pR

d,p

B

N=

Nf

ff

ff

f

Rd

,cR

d,c

B1,

N2,

N3,

Nre

,N

Sim

pli

fied

des

ign

met

ho

d

Sim

plifi

edve

rsio

nof

the

desi

gnm

etho

dac

cord

ing

ETAG

001,

Anne

xC

.Des

ign

resi

stan

ce a

ccor

ding

ETA-

11/0

374,

issu

e20

12-0

7-19

.•

Influ

ence

ofc

oncr

ete

stre

ngth

•In

fluen

ce o

fedg

edi

stan

ce•

Influ

ence

ofs

paci

ng•

Valid

for

agr

oup

oftw

oan

chor

s.(T

hem

etho

dm

ayal

sobe

appl

ied

for

anch

orgr

oups

with

mor

eth

antw

oan

chor

sor

mor

eth

anon

eed

ge.

The

influ

enci

ngfa

ctor

sm

ust

then

beco

nsid

ered

for

each

edge

dist

ance

an

dsp

acin

g.Th

eca

lcul

ated

desi

gnlo

ads

are

then

cons

erva

tive:

They

will

belo

wer

than

the

exac

tval

ues

acco

rdin

gET

AG00

1,A

nnex

C.

Toav

oid

this

,it

isre

com

men

ded

tous

eth

ean

chor

desi

gnso

ftwar

e PR

OFI

San

chor

)

The

desi

gnm

etho

dis

base

don

the

follo

win

gsi

mpl

ifica

tion:

•N

odi

ffere

ntlo

ads

are

actin

gon

indi

vidu

alan

chor

s(n

oec

cent

ricity

)

The

valu

esar

eva

lidfo

rone

anch

or.

Fo

rmor

eco

mpl

exfa

sten

ing

appl

icat

ions

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seus

eth

ean

chor

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gnso

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e P

RO

FIS

Anch

or.

T

en

sio

nlo

ad

ing

Th

ed

es

ign

ten

sile

res

ista

nc

eis

the

low

er

valu

eo

f

-St

eel r

esis

tanc

e:N

Rd

,s

-C

oncr

ete

pull-

outr

esis

tanc

e:N

=N

0f

-C

oncr

ete

cone

resi

stan

ce:

N=

N0

ff

ff

f

-C

oncr

ete

split

ting

resi

stan

ce (o

nly

non-

crac

ked

conc

rete

):0

Rd

,sp

Rd

,cB

1,sp

2,sp

3,sp

h,s

pre

,N

Ba

sic

des

ign

ten

sil

ere

sis

tan

ce

D

es

ign

ste

elr

es

ista

nc

eN

Rd

,s

An

cho

rsi

zeM

6M

8M

10M

12M

16M

20

NR

d,s

HS

A-R

2[k

N]

8,7

13,1

25,0

31,9

62,6

68,5

HS

A|

Stu

dan

chor 15

11/2

012

An

cho

rsi

zeM

6M

8M

10

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

N0

HS

A,H

SA-B

W,

-

-

-

N

opu

ll-ou

t

10,7

N

opu

ll-ou

t

16,7

An

cho

rsi

zeM

12M

16M

20

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

N0

HS

A,H

SA-B

W,

N

opu

ll-ou

t

23,3

N

opu

ll-ou

t

33,3

-

An

cho

rsi

zeM

6M

8M

10

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

N0

HS

A,H

SA-B

W,

-

-

-

5,

5

8,5

19

,7

8,5

11

,9

24,1

An

cho

rsi

zeM

12M

16M

20

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

N0

HS

A,H

SA-B

W,

11

,9

17,6

33

,7

17,6

24

,1

44,3

-

-

-

Rd

,p

Rd

,c

De

sig

np

ull

-ou

tre

sis

tan

ce

NR

d,p

= N

0f B

R

d,p

HS

A-R

2,H

SA-

R[k

N]

R

d,p

HS

A-R

2,H

SA-

R[k

N]

D

es

ign

co

nc

rete

con

ere

sis

tan

ce

NR

d,c

= N

0R

d,c

f Bf 1

,Nf 2

,Nf 3

,Nf r

e,N

De

sig

ns

plit

tin

gre

sis

tan

ce

a)N

Rd

,sp

=N

0f B

f 1,s

pf 2

,sp

f 3,s

pf h

,sp

f re,

N

Rd,

pH

SA-

R2,

HS

A-R

[kN

]

Rd,

pH

SA-

R2,

HS

A-R

[kN

]

Infl

ue

nc

ing

fac

tors

In

flu

en

ce

of

co

nc

rete

str

en

gth

Co

ncr

ete

stre

ng

thd

esig

nat

ion

(EN

V20

6)

C

20/2

5

C25

/30

C

30/3

7

C35

/45

C

40/5

0

C45

/55

C

50/6

0

Pull-

out,

conc

rete

cone

and

split

ting

resi

stan

ce1/

2a)

f B=

(f ck,

cube

/25N

/mm

²)1

1,1

1,22

1,34

1,41

1,48

1,55

a)f ck

,cub

e=

conc

rete

com

pres

sive

stre

ngth

,mea

sure

don

cube

sw

ith15

0m

msi

dele

ngth

Infl

ue

nc

eo

fe

dg

ed

ista

nc

ea)

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,N1

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,

3c/

c cr,s

p1

f 2,N

=0,

5(1

+c/

c cr,N

1

0,55

0,

60

0,65

0,

70

0,75

0,

80

0,85

0,

900,

95

1f 2,

sp =

0,5

(1+

c/c c

r,sp)

1a)

The

edge

dist

ance

shal

lnot

besm

alle

rtha

nth

em

inim

umed

gedi

stan

cec m

ingi

ven

inth

eta

ble

with

the

setti

ngde

tails

.The

sein

fluen

cing

fact

ors

mus

tbe

cons

ider

edfo

reve

ryed

gedi

stan

ce.

HS

A-R

2

HS

A-R

2

HS

A-R

2

HS

A-R

2

Mar 2013

HS

A|

Stu

dan

chor

1611

/201

2

Rd

,cR

d,c

Bß

h4

hef

c

Infl

ue

nc

eo

fa

nc

ho

rsp

ac

ing

a)

s/s c

r,N

0,

1

0,2

0,

3

0,4

0,

5

0,6

0,

7

0,8

0,

9

1s/

s cr,

sp

f 3,N

=0,

5(1

+s/

s cr,N

1

0,55

0,

60

0,65

0,

70

0,75

0,

80

0,85

0,

90

0,95

1

f 3,sp

=

0,5

(1+

s/s c

r,sp)

1a)

The

anch

orsp

acin

gsh

alln

otbe

smal

ler

than

the

min

imum

anch

orsp

acin

gs m

in g

iven

inth

eta

ble

with

the

setti

ngde

tails

.Thi

sin

fluen

cing

fact

orm

ustb

eco

nsid

ered

fore

very

anch

orsp

acin

g.

Infl

ue

nc

eo

fb

ase

ma

teri

al

thic

kn

es

s

h/h

min

1,0

1,1

1,2

1,3

1,4

1,5

1,6

1,7

1,8

1,84

2/3

f h,s

p =

[h/(h

min)]

11,

071,

131,

191,

251,

311,

371,

421,

481,

5

Infl

ue

nc

eo

fre

info

rcem

en

ta)

An

cho

rsi

zeM

6M

8M

10

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

f re,N

=0,

5 +

h ef/2

00m

m1

--

-0,

650,

70,

850,

70,

750,

9

An

cho

rsi

zeM

12M

16M

20

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

f re,N

=0,

5 +

h ef/2

00m

m1

0,75

0,83

10,

830,

91

--

-a)

This

fact

orap

plie

son

lyfo

rde

nse

rein

forc

emen

t.If

inth

ear

eaof

anch

orag

eth

ere

isre

info

rcem

ent

with

asp

acin

g15

0 m

m(a

nydi

amet

er)o

rwith

adi

amet

er10

mm

and

asp

acin

g10

0 m

m,t

hen

afa

ctor

f re,N

=1

may

beap

plie

d.

Sh

ear

loa

din

g T

he

de

sig

ns

he

ar

resi

sta

nc

eis

the

low

er

valu

eo

f

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eel r

esis

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e:V

Rd

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oncr

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pryo

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edge

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ff

ff

ff

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ar

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nc

e

De

sig

ns

tee

lre

sis

tan

ce

VR

d,s

An

cho

rsi

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6M

8M

10M

12M

16M

20

V Rd,

s H

SA-

R2,

HS

A-R

[kN

]-

9,8

18,1

23,4

45,2

-

HS

A|

Stu

dan

chor 17

11/2

012

An

cho

rsi

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6M

8M

10

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

V0-

--

5,8

5,9

6,0

8,5

8,5

8,6

An

cho

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12M

16M

20

Effe

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chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

V011

,611

,611

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,718

,818

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--

c

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De

sig

nc

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res

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a)

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cho

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8M

10

Effe

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chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

k-

--

11,

52

2,4

2,4

2,4

An

cho

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12M

16M

20

Effe

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chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

k2

22

2,9

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2,9

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nc

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ge

res

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ea)

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=V

0

f B

f ß

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flu

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Infl

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nc

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Co

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C

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C

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0

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C

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0

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=(f c

k,cu

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5N/m

m²)

11,

11,

221,

341,

411,

481,

55a)

f ck,c

ube

= co

ncre

te c

ompr

essi

vest

reng

th,m

easu

red

oncu

bes

with

150

mm

side

leng

th

Infl

ue

nc

eo

fa

ng

leb

etw

een

loa

da

pp

lied

and

the

dir

ect

ion

pe

rpe

nd

icu

lar

toth

efr

ee

ed

ge

An

gle

ß0°

10°

20°

30°

40°

50°

60°

70°

80°

90°

f 1

2

cos

2 si

nV

V

2,5

1

1,01

1,05

1,13

1,24

1,40

1,64

1,97

2,32

2,50

In

flu

en

ce

of

ba

sem

ate

ria

lth

ick

ne

ss

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

,5c)

}1/2

1

0,32

0,45

0,55

0,63

0,71

0,77

0,84

0,89

0,95

1,00

Mar 2013

HS

A|

Stu

dan

chor

1811

/201

2

Infl

ue

nc

eo

fa

nc

ho

rsp

ac

ing

an

de

dg

ed

ista

nc

ea)

for

co

nc

rete

edg

ere

sis

tan

ce

:f 4

f 4=

(c/h

ef)1,

5(1

+ s

/[3

c])

0,5

c/

hef

Sin

gle

anch

or

Gro

up

of

two

anch

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

10,5

011

,25

0,50

0,35

0,27

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,35

0,75

0,65

0,43

0,54

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

0,65

1,00

1,00

0,63

0,75

0,88

1,00

1,00

1,00

1,00

1,00

1,00

1,00

1,00

1,00

1,00

1,00

1,00

1,25

1,40

0,84

0,98

1,12

1,26

1,40

1,40

1,40

1,40

1,40

1,40

1,40

1,40

1,40

1,40

1,40

1,50

1,84

1,07

1,22

1,38

1,53

1,68

1,84

1,84

1,84

1,84

1,84

1,84

1,84

1,84

1,84

1,84

1,75

2,32

1,32

1,49

1,65

1,82

1,98

2,15

2,32

2,32

2,32

2,32

2,32

2,32

2,32

2,32

2,32

2,00

2,83

1,59

1,77

1,94

2,12

2,30

2,47

2,65

2,83

2,83

2,83

2,83

2,83

2,83

2,83

2,83

2,25

3,38

1,88

2,06

2,25

2,44

2,63

2,81

3,00

3,19

3,38

3,38

3,38

3,38

3,38

3,38

3,38

2,50

3,95

2,17

2,37

2,57

2,77

2,96

3,16

3,36

3,56

3,76

3,95

3,95

3,95

3,95

3,95

3,95

2,75

4,56

2,49

2,69

2,90

3,11

3,32

3,52

3,73

3,94

4,15

4,35

4,56

4,56

4,56

4,56

4,56

3,00

5,20

2,81

3,03

3,25

3,46

3,68

3,90

4,11

4,33

4,55

4,76

4,98

5,20

5,20

5,20

5,20

3,25

5,86

3,15

3,38

3,61

3,83

4,06

4,28

4,51

4,73

4,96

5,18

5,41

5,63

5,86

5,86

5,86

3,50

6,55

3,51

3,74

3,98

4,21

4,44

4,68

4,91

5,14

5,38

5,61

5,85

6,08

6,31

6,55

6,55

3,75

7,26

3,87

4,12

4,36

4,60

4,84

5,08

5,33

5,57

5,81

6,05

6,29

6,54

6,78

7,02

7,26

4,00

8,00

4,25

4,50

4,75

5,00

5,25

5,50

5,75

6,00

6,25

6,50

6,75

7,00

7,25

7,50

7,75

4,25

8,76

4,64

4,90

5,15

5,41

5,67

5,93

6,18

6,44

6,70

6,96

7,22

7,47

7,73

7,99

8,25

4,50

9,55

5,04

5,30

5,57

5,83

6,10

6,36

6,63

6,89

7,16

7,42

7,69

7,95

8,22

8,49

8,75

4,75

10,3

55,

455,

725,

996,

276,

546,

817,

087,

367,

637,

908,

178,

458,

728,

999,

265,

0011

,18

5,87

6,15

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

12,0

36,

306,

596,

877,

167,

457,

738,

028,

318,

598,

889,

179,

459,

7410

,02

10,3

15,

5012

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6,74

7,04

7,33

7,62

7,92

8,21

8,50

8,79

9,09

9,38

9,67

9,97

10,2

610

,55

10,8

5a)

The

anch

orsp

acin

gan

dth

eed

gedi

stan

cesh

alln

otbe

smal

lert

han

the

min

imum

anch

orsp

acin

gs m

inan

dth

em

inim

umed

gedi

stan

ce c

min.

In

flu

en

ce

of

em

be

dm

en

td

ep

th

An

cho

rsi

zeM

6M

8M

10

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

1,68

f hef

=0,

05(h

ef /d

)-

--

0,46

0,75

1,91

0,51

0,75

1,64

An

cho

rsi

zeM

12M

16M

20

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

f hef

=0,

05(h

ef /d

)1,68

0,55

0,85

1,76

0,53

0,75

1,48

--

-

Infl

ue

nc

eo

fe

dg

ed

ista

nc

ea)

c/d

46

810

1520

3040

f c=

(d /

c)0,

190,

770,

710,

670,

650,

600,

570,

520,

50a)

The

edge

dist

ance

sha

llno

tbe

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lert

han

the

min

imum

edge

dist

ance

cm

in.

C

om

bin

edte

nsi

on

an

ds

he

arlo

ad

ing

Forc

ombi

ned

tens

ion

and

shea

rloa

ding

see

sect

ion

“Anc

horD

esig

n”.

HS

A|

Stu

dan

chor 19

11/2

012

Pre

calc

ula

ted

valu

es

Des

ign

resi

stan

ce c

alcu

late

dac

cord

ing

ETAG

001,

Ann

exC

and

Hilt

itec

hnic

alda

ta.

Alld

ata

appl

ies

toco

ncre

te C

20/2

5–

f ck,c

ube

=25

N/m

m².

Rec

omm

ende

dlo

ads

can

beca

lcul

ated

bydi

vidi

ngth

ede

sign

resi

stan

ceby

anov

eral

lpa

rtial

safe

tyfa

ctor

for

actio

n=

1,4.

The

parti

alsa

fety

fact

ors

for

actio

nde

pend

onth

ety

peof

load

ing

and

shal

lbe

take

nfro

mna

tiona

lre

gula

tions

.

Des

ign

resi

stan

ce

Sin

gle

anch

or,

no

edg

eef

fect

s

An

cho

rsi

zeM

6M

8M

10

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

Min.

base

mat

erial

thick

ness

hm

in[m

m]

--

-10

010

012

010

012

016

0T

ensi

leN

Rd

HS

A-R

2[k

N]

--

-5,

58,

510

,78,

511

,916

,7S

hea

r V

Rd,w

ith

ou

tle

ver

arm

HS

A-R

2[k

N]

--

-5,

59,

89,

818

,118

,118

,1

An

cho

rsi

zeM

12M

16M

20

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

Min.

base

mat

erial

thick

ness

hm

in[m

m]

100

140

180

140

160

180

--

-T

ensi

leN

Rd

HS

A-R

2[k

N]

11,9

17,6

23,3

17,6

24,1

33,3

--

-S

hea

r V

Rd,w

ith

ou

tle

ver

arm

HS

A-R

2[k

N]

23,4

23,4

23,4

45,2

45,2

45,2

--

-

Mar 2013

HS

A|

Stu

dan

chor

2011

/201

2

S

ing

lean

cho

r,m

in.

edg

ed

ista

nce

(c

=c m

in)

An

cho

rsi

zeM

6M

8M

10

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

Min.

base

mat

erial

thick

ness

hm

in[m

m]

--

-10

010

012

010

012

016

0

Min

.ed

ge

dis

tan

cec m

in[m

m]

--

-40

3535

5040

40T

ensi

leN

Rd

HS

A-R

2[k

N]

--

-4,

04,

810

,55,

66,

712

,0S

hea

r V

Rd,w

ith

ou

tle

ver

arm

HS

A-R

2[k

N]

--

-3,

12,

73,

04,

53,

53,

9

An

cho

rsi

zeM

12M

16M

20

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

Min.

base

mat

erial

thick

ness

hm

in[m

m]

100

140

180

140

160

180

--

-

Min

.ed

ge

dis

tan

cec m

in[m

m]

7065

5580

7570

--

-T

ensi

leN

Rd

HS

A-R

2[k

N]

9,2

11,5

18,4

13,6

15,9

24,5

--

-S

hea

r V

Rd,w

ith

ou

tle

ver

arm

HS

A-R

2[k

N]

7,4

7,2

6,4

9,9

9,5

9,6

--

-

HS

A|

Stu

dan

chor 21

11/2

012

D

ou

ble

anch

or,

no

edg

eef

fect

s,m

in.

spac

ing

(s=

s min

),

(lo

adva

lues

are

valid

for

on

ean

cho

r)

An

cho

rsi

zeM

6M

8M

10

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

-

-

-

30

40

70

40

50

80

Min.

base

mat

erial

thick

ness

hm

in[m

m]

--

-10

010

012

010

012

016

0

Min

.sp

acin

gs m

in[m

m]

--

-35

3535

5050

50T

ensi

leN

Rd

HS

A-R

2[k

N]

--

-3,

55,

110

,75,

47,

414

,1S

hea

r V

Rd,w

ith

ou

tle

ver

arm

HS

A-R

2[k

N]

--

-3,

88,

39,

814

,518

,118

,1

An

cho

rsi

zeM

12M

16M

20

Effe

ctiv

ean

chor

age

dept

hh e

f[m

m]

50

65

10

0

65

80

120

-

-

-

Min.

base

mat

erial

thick

ness

hm

in[m

m]

100

140

180

140

160

180

--

-

Min

.sp

acin

gs m

in[m

m]

7070

7090

9090

--

-T

ensi

leN

Rd

HS

A-R

2[k

N]

8,0

11,3

20,6

12,3

15,9

27,4

--

-S

hea

r V

Rd,w

ith

ou

tle

ver

arm

HS

A-R

2[k

N]

17,5

23,4

23,4

37,4

45,2

45,2

--

-

Mar 2013

HSA-R2 Stud Anchor SETTING OPERATION

Hilti HSA Stud Anchor Versions : HSA-R2 Accessories : NIL Reference : Product Information / Fastening Technology

Manual

Manual Setting Operation: 1. Drill the hole with drill bit

2. Blow out dust and fragments

3. Install anchor

4. Apply appropriate tightening torque

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 2 Mar 2013

Machine Setting Operation: 1. Select the impact screw driver, battery and

torque bar.

2. Select the speed setting and state of charge of the battery.

3. Tighten the anchor and check the installation.

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 2 of 2

HSA-R2 Stud Anchor

Mar 2013

Mar 2013

Summary of Test result of Hilti HSA-R Stud Anchor

Sample Description: [supplied by Hilti (Hong Kong) Ltd.]

Product:

HSA-R

Size: M8 – M16

Material:

A4 stainless steel

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: July-05

Test Result:

Size Type Result 1

[kN]

Result 2

[kN]

Result 3

[kN]

Result 4

[kN]

Result 5

[kN]

Avg. Value [kN]

Std. Dev.

Charact. Load [kN]

HSA M8

Tensile 26.80 23.80 25.00 28.40 27.00 26.20 1.81 20.04 Shear 15.60 15.20 16.40 15.00 14.90 15.42 0.61 13.34

HSA M10

Tensile 29.50 30.40 32.00 32.10 29.80 30.76 1.22 26.59 Shear 40.10 36.70 45.20 45.30 43.90 42.24 3.75 29.46

HSA M12

Tensile 40.00 42.10 40.20 41.70 42.40 41.28 1.11 37.50 Shear 48.60 40.40 41.20 43.60 44.00 43.56 3.21 32.62

HSA M16

Tensile 63.10 68.80 63.40 64.20 63.10 64.52 2.43 56.22 Shear 62.90 63.40 63.90 65.10 63.00 63.66 0.90 60.60

Mar 2013

Mar 2013

Page Mar 2013

Mar 2013

Ref No Date Project Contractor Consulting Engineer Product Application

Job/Application Reference07-Apr-11

40318 09-10 Tamar Development GAMMON CONSTRUCTION LTD

Std stud anchor HSA M16X120/5/25 steel bracket fixing

40349 09-10 Hennessy Center Redevelopment GAMMON CONSTRUCTION LTD

Std stud anchor HSA M12X120/25/45 safety system fixing

40895 09-10 SHK Development, Tseung Kwan O (Area 56)

HUNG WAN ENGINEERING CO.

Std stud anchor HSA-R M12X80/-/5 steel bracket fixing

40893 09-10 Pak Shek Kok Development HACELY FACADE ENGINEERING LTD

Std stud anchor HSA-R M10X90/20/25 steel bracket fixing

40891 09-10 Ocean Park Master Development KADEN CONSTRUCTION LTD Std stud anchor HSA M12X120/25/45 steel bracket fixing



40887 09-10 Kai Tak Development CHINA STATE CONST ENG COR

Std stud anchor HSA M16X100/-/5 steel bracket fixing

40885 09-10 Airport PAUL Y CONST CO LTD Std stud anchor HSA M12X180/85/105 steel bracket fixing

40872 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels

(Parcel 5&6)

PICO SANDERSON JV PTE LTD

Std stud anchor HSA-R M8x92/27/40 marble / granite fixing

40901 09-10 SHK, Tuen Mun Station (TMTL 447) TAI WAH ALUMINIUM ENGRG LTD

Std stud anchor HSA M12X80/-/5 window fixing



40527 09-10 Galaxy Mega Resort SON SENG CONSTRUCTION CO

Std stud anchor HSA M16X120/5/25 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. 1

Hotline : 8228 8118 Fax : 29541751



40325 09-10 Tamar Development LEIGHTON-CHINA STATE-VAN OORD J.V.




40337 09-10 Airport GAMMON - HIP HING JOINT VENTURE

Std stud anchor HSA M12X80/-/5 safety system fixing





40340 09-10 Airport GAMMON CONSTRUCTION LTD


40667 09-10 MTR West Island Line COMMANDING VIEW ENG CO LTD

Std stud anchor HSA-R M8x92/27/40 hoarding fixing


(Parcel 5&6)

MERCURIO SERVICOS DE ENGENHARIA

Std stud anchor HSA M8X57/-/5 hanger fixing


(Parcel 5&6)

REX ENGINEERING (MACAU) LTD

Std stud anchor HSA M16X100/-/5 hand rail fixing


Std stud anchor HSA M16X120/5/25 hoarding fixing




(Parcel 5&6)

TOP BUILDERS GROUP LTD Std stud anchor HSA M16X100/-/5 steel bracket fixing

40497 09-10 Galaxy Mega Resort ENGENHARIA DE ARTE CTR WEN XING



(Parcel 5&6)

TOP BUILDERS GROUP LTD Std stud anchor HSA M12X180/85/105 steel bracket fixing


Hotline : 8228 8118 Fax : 29541751 Mar 2013




(Parcel 5&6)

TOP BUILDERS GROUP LTD Std stud anchor HSA M10x108/37/45 steel bracket fixing


(Parcel 5&6)

SUN KOU NGAI CONST. MATERIAL & ENG.

Std stud anchor HSA M16X120/5/25 steel hanger fixing


(Parcel 5&6)

SUN KOU NGAI CONST. MATERIAL & ENG.



(Parcel 5&6)



40896 09-10 Lohas Park Phase 1 & Phase 2 CHINA STATE CONST ENG COR



(Parcel 5&6)






(Parcel 5&6)

FULL WIN INTERNATIONAL ENG LTD

Std stud anchor HSA-R M16X140/25/45 curtain wall fixing


(Parcel 5&6)

FULL WIN INTERNATIONAL ENG LTD


40545 09-10 Galaxy Mega Resort WAI HING STEEL & ALUMINIUM

Std stud anchor HSA-F M20X170/30/55 steel bracket fixing








Hotline : 8228 8118 Fax : 29541751










(Parcel 5&6)



40517 09-10 Galaxy Mega Resort L & L DIGITAL TECHNOLOGY CO. LTD

Std stud anchor HSA-R M12X100/5/25 cladding / pre-cast panel fixing



40493 09-10 City of Dreams Resort OFIC FERRAGENS OU SON Std stud anchor HSA M12X120/25/45 hand rail fixing










Std stud anchor HSA-R M8x92/27/40 cladding / pre-cast panel fixing




Std stud anchor HSA-R M6X65/10/- cladding / pre-cast panel fixing

40476 09-10 Pak Shek Kok Development FLOURISHING ENGINEERING CO LTD

Std stud anchor HSA M8X75/10/23 MVAC fixing


Hotline : 8228 8118 Fax : 29541751 Mar 2013





40432 09-10 Tamar Development NEWALL SIGMA LIMITED Std stud anchor HSA-R M8X75/10/23 curtain wall fixing






Std stud anchor HSA-F M16X140/25/45 cladding / pre-cast panel fixing





40505 09-10 Galaxy Mega Resort JUN LEI CONST & ENG CO LTD

Std stud anchor HSA M16X100/-/5 staircase fencing fixing

40502 09-10 Galaxy Mega Resort GENYIELD CONSTRUCTION CO LTD


40501 09-10 Galaxy Mega Resort GENYIELD CONSTRUCTION CO LTD






40560 09-10 One Grantai SON SENG CONSTRUCTION CO

Std stud anchor HSA M10x120/50/57 cladding / pre-cast panel fixing

40360 09-10 Hong Kong University Re-development GAMMON CONSTRUCTION LTD


40371 09-10 MTR West Island Line GAMMON CONSTRUCTION LTD



Hotline : 8228 8118 Fax : 29541751















40379 09-10 MTR West Island Line LEIGHTON-LNS JOINT VENTURE


40492 09-10 City of Dreams Resort OFIC FERRAGENS OU SON Std stud anchor HSA M12X100/5/25 hand rail fixing

40561 09-10 Development of Ponte 16 CHIT SENG METAL ENGINEERING

Std stud anchor HSA M12X120/25/45 hand rail fixing


(Parcel 5&6)

TOP BUILDERS GROUP LTD Std stud anchor HSA M16X190/75/95 steel bracket fixing

40380 09-10 MTR West Island Line LEIGHTON-LNS JOINT VENTURE


40391 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD


40392 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD

Std stud anchor HSA-F M8X57/-/5 steel bracket fixing

40403 09-10 Ocean Park Master Development YKK AP FACADE HONG KONG LTD





Hotline : 8228 8118 Fax : 29541751 Mar 2013



40420 09-10 Lohas Park Phase 1 & Phase 2 SHUN WING ALUMINIUM WORKS CO., LTD


40424 09-10 SHK, Tuen Mun Station (TMTL 447) GAMMON CONSTRUCTION LTD

Std stud anchor HSA-R M10x120/50/57 safety system fixing

40425 09-10 SHK, Tuen Mun Station (TMTL 447) MAEDA-CREC-SELI-JOINT VENTURE

Std stud anchor HSA M16X140/25/45 metal gate fixing

40431 09-10 Tamar Development NEWALL SIGMA LIMITED Std stud anchor HSA-R M6X65/10/- curtain wall fixing

40562 09-10 The Venetian Casino Resort (Parcel 1) FULL WIN INTERNATIONAL ENG LTD



(Parcel 5&6)

TOP BUILDERS GROUP LTD Std stud anchor HSA M12X80/-/5 steel bracket fixing

40290 09-10 KCRC Tai Wai Depot GOLDEN RESOURCES ENG. LTD.

Std stud anchor HSA-F M8x92/27/40 steel bracket fixing

40291 09-10 KCRC Tai Wai Depot ICGL TECHNICAL WORKS LIMITED

Std stud anchor HSA M10x120/50/57 steel bracket fixing

40292 09-10 KCRC Tai Wai Depot ICGL TECHNICAL WORKS LIMITED


40293 09-10 Tamar Development HINRICH INTERNATIONAL LTD Std stud anchor HSA M10X90/20/25 door frame fixing

40309 09-10 Union Square 7, Kowloon Station DURACLAD ENGINEERING LTD

Std stud anchor HSA M10X68/-/5 door frame fixing

40314 09-10 Tamar Development GAMMON - HIP HING JOINT VENTURE



(Parcel 5&6)

HUNG FAI DECORATION (MACAU) LTD

Std stud anchor HSA M8X57/-/5 overhead line fixing

40763 09-10 Galaxy Mega Resort MERCURIO SERVICOS DE ENGENHARIA

Std stud anchor HSA-R M10x120/50/57 suspension ceiling fixing


Hotline : 8228 8118 Fax : 29541751




(Parcel 5&6)

GREATECH ENGINEERING LIMITED

Std stud anchor HSA-R2 M8x75 marble / granite fixing




(Parcel 5&6)

DECORACAO CHEONG KONG Std stud anchor HSA M16X140/25/45 cladding / pre-cast panel fixing

40669 09-10 Ocean Park Master Development MAN KIT CONST CO LTD Std stud anchor HSA-R M20X170/30/55 structural steel / I-beam fixing


(Parcel 5&6)

COMPANHIA PIU HENG LONG (MACAU) LTD

Std stud anchor HSA-R2 M8x75 marble / granite fixing


(Parcel 5&6)

BEST JOINT (MACAU) ENGINEERING

Std stud anchor HSA M12X100/5/25 electrical services fixing

40777 09-10 Galaxy Mega Resort SPACE CONSTRUCTION & ENGINEERING CO

Std stud anchor HSA M10X90/20/25 block work fixing

40771 09-10 Galaxy Mega Resort SHENZHEN BLDG DECORATION GROUP


40770 09-10 Galaxy Mega Resort SHENZHEN BLDG DECORATION GROUP


40764 09-10 Galaxy Mega Resort MERCURIO SERVICOS DE ENGENHARIA

Std stud anchor HSA-R M10X90/20/25 suspension ceiling fixing


(Parcel 5&6)

HUNG FAI DECORATION (MACAU) LTD

Std stud anchor HSA M8X57/-/5 decoration fixing

40275 09-10 MTR West Island Line REX DECORATION LTD Std stud anchor HSA M10X90/20/25 steel bracket fixing

40261 09-10 Tamar Development SKY FOUNDATION ENG CO LTD

Std stud anchor HSA M6X50/-/5 roofing fixing

40265 09-10 Hennessy Center Redevelopment REX DECORATION LTD Std stud anchor HSA M10X90/20/25 catch fence fixing


Hotline : 8228 8118 Fax : 29541751 Mar 2013



40266 09-10 Hennessy Center Redevelopment REX DECORATION LTD Std stud anchor HSA M12X120/25/45 catch fence fixing

40267 09-10 Kai Tak Development HO WAH STEEL ENG CO LTD Std stud anchor HSA M12X100/5/25 catch fence fixing

40268 09-10 Kai Tak Development WANG HIP IRON WKS CO LTD Std stud anchor HSA-R M6X65/10/- steel bracket fixing

40269 09-10 MTR West Island Line GOLDEN RESOURCES ENG. LTD.












40277 09-10 Ocean Park Master Development HONG KI ENG LTD Std stud anchor HSA M16X140/25/45 steel bracket fixing

40278 09-10 SHK, Tuen Mun Station (TMTL 447) TEAMBO METAL ENGINEERING LIMITED


40279 09-10 SHK, Tuen Mun Station (TMTL 447) TEAMBO METAL ENGINEERING LIMITED


40280 09-10 Tung Ying Re-development, Nathan Road

REX DECORATION LTD Std stud anchor HSA-R M16X140/25/45 steel bracket fixing


Std stud anchor HSA M10x108/37/45 steel bracket fixing




Std stud anchor HSA-F M10x120/50/57 steel bracket fixing


Hotline : 8228 8118 Fax : 29541751




(Parcel 5&6)

DECORACAO CHEONG KONG Std stud anchor HSA M10X90/20/25 cladding / pre-cast panel fixing




(Parcel 5&6)

GREATECH ENGINEERING LIMITED

Std stud anchor HSA-R M10X68/-/5 marble / granite fixing


KAM KEE STEEL WORKS LTD Std stud anchor HSA M10x120/50/57 steel bracket fixing


KAM KEE STEEL WORKS LTD Std stud anchor HSA M10x108/37/45 steel bracket fixing


JUMBO ORIENT CONTRACTING LTD





40696 09-10 MTR West Island Line MING KEE CONSTRUCTION ENG LTD


40695 09-10 MTR West Island Line GOLDENWALL ENGINEERING LTD


40694 09-10 MTR West Island Line GOLDENWALL CURTAIN WALL LTD



KAM KEE STEEL WORKS LTD Std stud anchor HSA M10X68/-/5 steel bracket fixing

40689 09-10 MTR West Island Line G & M ENG CO LTD Std stud anchor HSA-R M6X50/-/5 cladding / pre-cast panel fixing

40690 09-10 MTR West Island Line G & M ENG CO LTD Std stud anchor HSA-R M8X75/10/23 cladding / pre-cast panel fixing


40686 09-10 MTR West Island Line G & M ENG CO LTD Std stud anchor HSA-R M10X68/-/5 cladding / pre-cast panel fixing


Hotline : 8228 8118 Fax : 29541751 Mar 2013



40683 09-10 Hong Kong University Re-development MING KEE CONSTRUCTION ENG LTD

Std stud anchor HSA M16X190/75/95 structural steel / I-beam fixing

40682 09-10 Hong Kong University Re-development MING KEE CONSTRUCTION ENG LTD


40681 09-10 Tamar Development CREATOR'S METAL & GLASS ENG LTD


40680 09-10 Tamar Development CREATOR'S METAL & GLASS ENG LTD


40674 09-10 Tamar Development HANG CHEONG ENGINEERING CO

Std stud anchor HSA-R M10X90/20/25 metal fixing

40672 09-10 SHK, Tuen Mun Station (TMTL 447) FULL KEY ENGINEERING COMPANY

Std stud anchor HSA-F M12X120/25/45 water tank fixing

40691 09-10 MTR West Island Line G & M ENG CO LTD Std stud anchor HSA-R M8x92/27/40 cladding / pre-cast panel fixing

40724 09-10 Galaxy Mega Resort BOYA DECORATION AND ENGINEERING

Std stud anchor HSA M12X80/-/5 structural steel / I-beam fixing



YEE WO ENG CO Std stud anchor HSA-R M8X75/10/23 steel bracket fixing

40759 09-10 Galaxy Mega Resort MAN SHING ENGINEERING (MACAO) LTD


40758 09-10 Galaxy Mega Resort MAN SHING ENGINEERING (MACAO) LTD


40751 09-10 Galaxy Mega Resort CREATOR'S METAL & GLASS ENG (MACAU)

Std stud anchor HSA M12X80/-/5 water pipe / pipe duct fixing






Hotline : 8228 8118 Fax : 29541751



40715 09-10 KCRC Tai Wai Depot OPAL STONE LIMITED Std stud anchor HSA-R M8X75/10/23 cladding / pre-cast panel fixing

40711 09-10 Union Square 7, Kowloon Station KAM KEE STEEL WORKS LTD Std stud anchor HSA M12X120/25/45 steel bracket fixing

40710 09-10 Union Square 7, Kowloon Station HANG TAK ENGINEERING CO LTD

Std stud anchor HSA-R M8X57/-/5 cladding / pre-cast panel fixing




Std stud anchor HSA M10X68/-/5 cladding / pre-cast panel fixing


Std stud anchor HSA M12X80/-/5 water pipe / pipe duct fixing

40219 06-10 City of Dreams Resort CREATOR'S METAL & GLASS ENG (MACAU)

Std stud anchor HSA M10X68/-/5 glass fencing / balustrade fixing

40182 06-10 MTR West Island Line GAMMON - NISHIMATSU WIL JV


40185 06-10 Ocean Park Master Development LEIGHTON CONT (ASIA) LTD Std stud anchor HSA M16X140/25/45 steel bracket fixing



40196 06-10 Galaxy Mega Resort MACAO JIANGHE CURTAIN-WALL ENG


40211 06-10 Ocean Park Master Development PA ROCKSCAPES LTD Std stud anchor HSA-R M10X90/20/25 marble / granite fixing




40216 06-10 SHK, Tuen Mun Station (TMTL 447) JUMBO ORIENT CONTRACTING LTD


40218 06-10 KCRC Tai Wai Depot KAM KEE STEEL WORKS LTD Std stud anchor HSA M12X80/-/5 steel hanger fixing

40217 06-10 KCRC Tai Wai Depot KAM KEE STEEL WORKS LTD Std stud anchor HSA M12X100/5/25 steel hanger fixing


Hotline : 8228 8118 Fax : 29541751 Mar 2013





40141 06-10 City of Dreams Resort HONG LIK (MACAU) ENGINEERING




40171 06-10 Tamar Development PERFECT MARBLE CO LTD Std stud anchor HSA-R M8X75/10/23 marble / granite fixing

40168 06-10 Tamar Development CHOI KEE ENG (HK) CO LTD Std stud anchor HSA M12X100/5/25 steel bracket fixing

40167 06-10 Tamar Development CHOI KEE ENG (HK) CO LTD Std stud anchor HSA M10x108/37/45 steel bracket fixing

40158 06-10 Hotel Grand Lisboa Development CHINA ZHONG JI MECHINA Std stud anchor HSA M8X75/10/23 electrical services fixing

40157 06-10 Hotel Grand Lisboa Development CHINA ZHONG JI MECHINA Std stud anchor HSA M8X57/-/5 electrical services fixing

40139 06-10 KCRC Tai Wai Depot MAINTOP ENGINEERING LIMITED


40232 06-10 Galaxy Mega Resort GOOD PROFIT ENGINEERING LTD


40135 06-10 Ocean Park Master Development HONG KI ENG LTD Std stud anchor HSA-F M20X170/30/55 steel bracket fixing


(Parcel 5&6)

DECORACAO CHEONG KONG Std stud anchor HSA M12X80/-/5 steel hanger fixing

40251 06-10 Galaxy Mega Resort WAI CHUI SHUTTER CO Std stud anchor HSA M16X100/-/5 fire roller shutter fixing

40252 06-10 Galaxy Mega Resort WAI CHUI SHUTTER CO Std stud anchor HSA M16X120/5/25 fire roller shutter fixing

40254 06-10 The Venetian Casino Resort (Parcel 1) JUN FENG (MACAU) ENGINEERING CO LTD

Std stud anchor HSA M12X120/25/45 scaffolding fixing

40031 05-10 Tung Ying Re-development, Nathan Road

REX DECORATION LTD Std stud anchor HSA M20X170/30/55 steel bracket fixing


Hotline : 8228 8118 Fax : 29541751



40128 05-10 Galaxy Mega Resort DING LIK (MACAU) ENGINEERING CO LTD

Std stud anchor HSA M8x92/27/40 block work fixing

40098 05-10 Ocean Park Master Development PA ROCKSCAPES LTD Std stud anchor HSA-R M12X80/-/5 marble / granite fixing


Std stud anchor HSA M10X68/-/5 glass fencing / balustrade fixing


Std stud anchor HSA M8X75/10/23 glass fencing / balustrade fixing

40110 05-10 Four Seasons Hotel, Macau (Parcel 2) SAN CHON FUNG DECORACAO

Std stud anchor HSA M10X68/-/5 block work fixing

40111 05-10 Four Seasons Hotel, Macau (Parcel 2) SAN CHON FUNG DECORACAO



(Parcel 5&6)

NEW DICKY DECORATION & ENG (MACAU)

Std stud anchor HSA M12X100/5/25 glass rail fixing


KWONG KAM TIM CO LTD Std stud anchor HSA-R M8X75/10/23 marble / granite fixing


Std stud anchor HSA-R M12X100/5/25 hoarding fixing

40124 05-10 Lohas Park Phase 1 & Phase 2 CHINA STATE CONST ENG COR

Std stud anchor HSA M12X120/25/45 catch fence fixing


LUEN ON ALUM ENGRG CO LTD

Std stud anchor HSA-R M8X75/10/23 window fixing

40129 05-10 Galaxy Mega Resort XIN HUI XUAN ENGINEERING (MACAU)


40130 05-10 Galaxy Mega Resort XIN HUI XUAN ENGINEERING (MACAU)


40131 05-10 One Central Macau WING CHEUNG ENGINEERING CO LTD


40132 05-10 The Venetian Casino Resort (Parcel 1) AST EQUIPMENT (HK) CO LTD Std stud anchor HSA M12X150/55/75 block work fixing


Hotline : 8228 8118 Fax : 29541751 Mar 2013



40133 05-10 The Venetian Casino Resort (Parcel 1) AST EQUIPMENT (HK) CO LTD Std stud anchor HSA M16X140/25/45 block work fixing

40027 05-10 Ocean Park Master Development LEIGHTON CONT (ASIA) LTD Std stud anchor HSA-R M12X120/25/45 steel bracket fixing



LUEN ON ALUM ENGRG CO LTD

Std stud anchor HSA M10X90/20/25 window fixing

40060 05-10 Tamar Development GAMMON - HIP HING JOINT VENTURE


40127 05-10 Galaxy Mega Resort DING LIK (MACAU) ENGINEERING CO LTD


40084 05-10 One Central Macau KIN PANG CONSTRUCTION & ENGINEERING


40054 05-10 MTR West Island Line DRAGAGES-MAEDA-BSG JOINT VENTURE


40056 05-10 MTR Express Rail Link WING TAK CONSTRUCTION COMPANY

Std stud anchor HSA M8X75/10/23 metal fixing


GREEN VALLEY LANDFILL LTD

Std stud anchor HSA M12X150/55/75 sanitary equipment








40083 05-10 Galaxy Mega Resort TONG UN TIT LOI KONG CHENG KONG SI


40057 05-10 Ocean Park Master Development W. HING CONSTRUCTION CO LTD

Std stud anchor HSA-R M8X115/50/63 marble / granite fixing


Hotline : 8228 8118 Fax : 29541751



40082 05-10 Galaxy Mega Resort TONG UN TIT LOI KONG CHENG KONG SI




40072 05-10 Ocean Park Master Development LEIGHTON CONT (ASIA) LTD Std stud anchor HSA M6X50/-/5 steel bracket fixing

40070 05-10 MTR West Island Line GAMMON - NISHIMATSU WIL JV





CHINA SKY FIRE ENGINEERING LTD

Std stud anchor HSA M10x120/50/57 steel hanger fixing

39985 04-10 MTR Express Rail Link WINNER IRON & STEEL Std stud anchor HSA-R M10X90/20/25 hoarding fixing

40002 04-10 Galaxy Mega Resort SUN HONG HING KONG CHENG

Std stud anchor HSA M10X68/-/5 steel hanger fixing

40017 04-10 Galaxy Mega Resort SUZUKI SHUTTER COMPANY (MACAU)


40018 04-10 Galaxy Mega Resort SUZUKI SHUTTER COMPANY (MACAU)


40019 04-10 One Central Macau SAN YIU CHEONG DECORATION



Std stud anchor HSA-R M10X68/-/5 glass fencing / balustrade fixing

39903 03-10 Kai Tak Development YKK AP FACADE HONG KONG LTD





Std stud anchor HSA-R M10x120/50/57 window fixing


Hotline : 8228 8118 Fax : 29541751 Mar 2013



39902 03-10 Kai Tak Development YKK AP FACADE HONG KONG LTD


39900 03-10 Lohas Park Phase 1 & Phase 2 GREEN VALLEY LANDFILL LTD

Std stud anchor HSA M12X150/55/75 sanitary equipment

39898 03-10 Pak Shek Kok Development CHINA RESOURCES CONSTRUCTION CO LTD

Std stud anchor HSA M12X80/-/5 metal fixing

39897 03-10 Pak Shek Kok Development CHINA RESOURCES CONSTRUCTION CO LTD


39896 03-10 Tamar Development GOLDFIELD N & W CONST CO LTD


39894 03-10 Tamar Development JOSEF GARTNER & CO (HK) LTD


39893 03-10 Tamar Development JOSEF GARTNER & CO (HK) LTD

Std stud anchor HSA M16X140/25/45 curtain wall fixing

39892 03-10 KCRC Fo Tan Depot - Ho Tung Lau CHOI KEE ENG (HK) CO LTD Std stud anchor HSA M8X75/10/23 steel bracket fixing

39861 03-10 Galaxy Mega Resort FOUR DIN ELECTRICAL ENGINEERING

Std stud anchor HSA M10X90/20/25 electrical services fixing

39891 03-10 KCRC Fo Tan Depot - Ho Tung Lau CHOI KEE ENG (HK) CO LTD Std stud anchor HSA M6X65/10/20 steel bracket fixing




39981 03-10 Wynn Macau Casino SUN KONG HING CONSTRUCTION (MACAU)

Std stud anchor HSA-R M8x92/27/40 block work fixing

39852 03-10 I-Square Development, Nathan Road REX DECORATION LTD Std stud anchor HSA-R M12X100/5/25 steel bracket fixing


Std stud anchor HSA M10X68/-/5 window fixing




Hotline : 8228 8118 Fax : 29541751






Std stud anchor HSA M8X57/-/5 hoarding fixing

39942 03-10 Airport LEE WO CONSTRUCTION ENG CO LTD

Std stud anchor HSA-R M12X120/25/45 hanger fixing

39948 03-10 Le Royal Arc GOLD RIVER (INT'L) ENGINEERING

Std stud anchor HSA M10X68/-/5 steel hanger fixing

39949 03-10 Le Royal Arc GOLD RIVER (INT'L) ENGINEERING


39978 03-10 Wynn Macau Casino DING LIK (MACAU) ENGINEERING CO LTD

Std stud anchor HSA-R M12X120/25/45 block work fixing



39979 03-10 Wynn Macau Casino IBI MACAU LIMITADA Std stud anchor HSA-R M10X90/20/25 block work fixing

39961 03-10 One Grantai MAN KIN CONSTRUCTION ENG LTD


39977 03-10 Wynn Macau Casino DING LIK (MACAU) ENGINEERING CO LTD

Std stud anchor HSA-R M12X100/5/25 block work fixing

39976 03-10 One Grantai LAI HENG KONG CHENG Std stud anchor HSA M12X100/5/25 block work fixing



39973 03-10 City of Dreams Resort TIN LOONG (MACAU) ENGINEERING


39964 03-10 The Venetian Casino Resort (Parcel 1) MERCURIO SERVICOS DE ENGENHARIA


39962 03-10 One Grantai MAN KIN CONSTRUCTION ENG LTD



Hotline : 8228 8118 Fax : 29541751 Mar 2013













39802 02-10 SHK, Tuen Mun Station (TMTL 447) SANFIELD BLDG CONTRACTOR




39794 02-10 One Central Macau SZE CHEONG (HK) ENG CO LTD

Std stud anchor HSA-R M8x92/27/40 staircase fencing fixing


Std stud anchor HSA-R M20X170/30/55 glass fencing / balustrade fixing

39782 02-10 City of Dreams Resort BIWATER MACAU LIMITED Std stud anchor HSA M16X100/-/5 Plumbing works fixing

39814 02-10 City of Dreams Resort UNISON PROJECTS CO LTD Std stud anchor HSA-R M12X100/5/25 cladding / pre-cast panel fixing


Std stud anchor HSA-R M20X125/-/10 glass fencing / balustrade fixing

39783 02-10 City of Dreams Resort LEIGHTON - CHINA STATE - JOHN


39841 02-10 One Central Macau OFIC REPAR MAQUINAS CHONG TOU





Hotline : 8228 8118 Fax : 29541751



39815 02-10 City of Dreams Resort UNISON PROJECTS CO LTD Std stud anchor HSA-R M12X120/25/45 cladding / pre-cast panel fixing

39842 02-10 One Grantai LAI HENG KONG CHENG Std stud anchor HSA M10X68/-/5 block work fixing

39839 02-10 Union Square 7, Kowloon Station ALAN MARBLE ENGINEERING CO LTD


39838 02-10 Ocean Park Master Development KADEN CONSTRUCTION LTD Std stud anchor HSA M20X170/30/55 metal gate fixing

39834 02-10 Wynn Macau Casino CHI WO ENG CO Std stud anchor HSA M12X100/5/25 steel hanger fixing

39827 02-10 KCRC Tai Wai Depot HANG TAK ENGINEERING CO LTD


39832 02-10 Wynn Macau Casino CHI WO ENG CO Std stud anchor HSA M10X68/-/5 steel hanger fixing

39831 02-10 Wynn Macau Casino CHI WO ENG CO Std stud anchor HSA M10x120/50/57 steel hanger fixing

39830 02-10 Crown Macau MENG HENG FERREIRO DEC ENG CO


39833 02-10 Wynn Macau Casino CHI WO ENG CO Std stud anchor HSA M10X90/20/25 steel hanger fixing

39825 02-10 Airport East Hall Works FULL WEALTH CONSTRUCTION LIMITED

Airport Authority Std stud anchor HSA M10X90/20/25 safety system fixing

39843 02-10 One Grantai LAI HENG KONG CHENG Std stud anchor HSA M10X90/20/25 block work fixing


CHEVALIER (ALUMINIUM ENG) LTD







Std stud anchor HSA-R M6X65/10/- curtain wall fixing





Hotline : 8228 8118 Fax : 29541751 Mar 2013



39691 01-10 PTM Projects - Yau Lee HIGHWELL CONSTRUCTION ENG. LTD.

Std stud anchor HSA-R M10x120/50/57 steel bracket fixing

39696 01-10 PTM Projects - Yau Lee YAU LEE CONSTRUCTION MATERIALS &







39706 01-10 PTM Projects - Cheung Kong SHUN WING ALUMINIUM WORKS CO., LTD




39692 01-10 PTM Projects - Yau Lee TONG KIN ENGINEERING CO., LTD








39681 01-10 PTM Projects - Hip Hing CHOI KEE ENG (HK) CO LTD Std stud anchor HSA M8X75/10/23 steel bracket fixing

39670 01-10 Windsor Arch JUN FENG (MACAU) ENGINEERING CO LTD


39668 01-10 One Grantai TUNG TAT E&M ENG CO LTD Std stud anchor HSA M10X90/20/25 electrical services fixing

39661 01-10 City of Dreams Resort MELCO CROWN (COD) DEVELOPMENTS LTD




39653 01-10 PTM Projects - Shui On MING TAI ENG CO LTD Std stud anchor HSA M8X57/-/5 steel bracket fixing

39651 01-10 PTM Projects - China State TEAMBO ENGINEERING LTD Std stud anchor HSA M10X90/20/25 steel bracket fixing


Hotline : 8228 8118 Fax : 29541751



39652 01-10 PTM Projects - China State TEAMBO ENGINEERING LTD Std stud anchor HSA M8x92/27/40 steel bracket fixing

39707 01-10 PTM Projects - Cheung Kong SHUN WING ALUMINIUM WORKS CO., LTD




39737 01-10 PTM Projects - Hsin Chong KAM FUNG ENG LTD Std stud anchor HSA M8X57/-/5 steel hanger fixing


39768 01-10 Wynn Macau Casino IBI MACAU LIMITADA Std stud anchor HSA M10X90/20/25 block work fixing

39759 01-10 PTM Projects - China State CHINA STATE CONST ENG COR

Std stud anchor HSA-R M12X80/-/5 steel hanger fixing


Std stud anchor HSA-R M10X68/-/5 steel hanger fixing

39757 01-10 Wynn Macau Casino WAI WING ENGINEERING LIMITED


39756 01-10 Wynn Macau Casino LUCKY WIDE ENG CO Std stud anchor HSA-R M8X75/10/23 marble / granite fixing

39754 01-10 The Venetian Casino Resort (Parcel 1) MERCURIO SERVICOS DE ENGENHARIA


39746 01-10 Union Square 7, Kowloon Station KAM KEE STEEL WORKS LTD Std stud anchor HSA M8x92/27/40 steel hanger fixing

39745 01-10 Union Square 7, Kowloon Station KAM KEE STEEL WORKS LTD Std stud anchor HSA M8X115/50/63 steel hanger fixing


Std stud anchor HSA-R M6X65/10/- steel hanger fixing

39738 01-10 PTM Projects - Hsin Chong KAM FUNG ENG LTD Std stud anchor HSA M8X75/10/23 steel hanger fixing

39708 01-10 PTM Projects - Gammon GAMMON CONSTRUCTION LTD


39735 01-10 PTM Projects - China State CHI SHING ENG CO Std stud anchor HSA M10X90/20/25 singage / advertising sign fixing


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Hilti HSA 5 Submission Folder · Hilti HSA 5 Submission Folder Sample Submission ... please refer...

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