.axawix~aw .

~w
.DEFORMED BARS/ROUND BARS
.stl?.@
.STEEL SHEET PILING ...............................19
.MILD STEEL SQUARE BARS.
....................... 2 .SI<-LSP-3B @%@%fi@
.SBWI .FSBff@ .SI<-LSP-3B LIGHT SHEET PL
IN
I..G
.... 23
-MILD STEEL EQUAL ANGLES .SI<-476 E@$%fi
.MILD STEEL UNEQUAL AN.G
...L.E
..S
.. 3
. &$@I
.MILD STEEL FLAT BARS .
..+
.51<-476 TRENCH STEEL S
..H
..E
..E
..T
.Sl< z 13 :&/L\\@ffiEM %;ssMx
z%%%%&
..
. 24

.r % a
.UNIVERSAL BEAMS................................. 5
.SI<-270
.SI< HIGHWAY-BEAM GUARDRAIL
.51< HOT-DIP ZINC COATED RAILINGS
. IS@
.H -SECTIONS................................ 6-7
.SI<-270 HEAVY STEEL CLADDN
.s~<mwi&
I.G
.... 25

IS@ .Sl< GALVANIZED PRE-PRINTED

CORRUGATED SHEETS.............................26
.UNIVERSAL BEARING....P
..L
I.E
..S
.. 7
.I%#
.UNIVERSAL COLUMNS
.SIC@@@@&/ &%il@-
.SI< GALVANIZED STEEL
- 1 BEAM(JOISTS) ................................ 8 FORMWORI</ COMPOSITE DECI<ING-.---. 27
.SIC a%%
.CHANNELS ............................................ .51< SHAPED STEEL......F
..A
...B
...R
...C
.I... 28-29

.&$ME
.RECTANGULAR HOLLOW SECTIONS... 10-11
.SIC &18%%%
.SI< EXPANDED METAL
...........L.A
...T
...H
.... 30
.- A%&
*-> R
.Sl< @@@&?@!
.SQUARE HOLLOW SECTO
IN
...S
... 1213 .SIC PVC@k%S%~@@%?%?@!(%8]%@%)
S u m I<eeMetal Company Limited engages in a variety ranges o f steel .s1< GALVANIZED WELDED MESH
products including angles bars, flat bars, square bars, universal columns, H- CIRCULAR HOLLOW SECTO
I.N
...S
.. I+ .SI< PVC-COATED AND GALVANIZED CHAIN
LINI< MESH.......................................... 31
beams, channels, deformed 'bars, round bars, steel steets/plates, steel hol- • %%?4( % I @ @ )
.STEEL WELDED PIPES .SI< T B R @ B ~ % ~ I ~ % % & @ ~ %
low sections, (round, square and rectangular piles), gaivanized steel pipes, .SI<STAINLESS STEELTIGER WIRE
(Blacl</Galvanized)
......~.~
.1
.3
.8
.7
.. 15
galvanized steel sheets, galvanized pre-printed corrugated sheets, stainless (RAZOR BARBED TAPE .......W
..-..R
.I..E
...) 32

steel products, etc. .HOT ROLLED STEEL

a
........P
.$PI& .
..L..A
..T
..E
..S
...
.;+$La@-
16 .. @N%E%EWW.ijES
E1&ERE4L%Ptk@
t$+lf
Besides sales o f .MECHANICAL PROPERTIES -- NON-ALLOY
.STAINLESS STEELSHEETS
AND FINE GRAIN STEELS
in t i o n g i<ong and P .ALUMINIUM PLATES
L I S T O F CORRESPONDING FORMER
.ALUMINIUM CHEQUERED PLATES
NATIONAL DESG I NATO
IN
..S
.... 33
.COLD ROLLED STEEL SH
. @@@@-
..E
..E
..T
..S
.Q%B@W%fi
.. 17
.E&%%
.PRODUCT SPECIFIC4TION.. 34-35
.GALVANIZED STEEL SHEETS
.ZINC-COATED ELECTROLYTIC • J%H# %E%% %d&&@~
STEELSHEETS........................................ Is .INTRODUCTION OF MATERIALS,
FACILITIES AND PRO.D
..U
..C
...T.S
.. 36

vanizedpre-printed corrugated sheets'bised o n clients requirement.

W e have four retail shops and a warehouse o f over zoo,ooo square

feet. Our stoclc is plentiful and diversified. Therefore, we can provide t h e
best price t o our clients. Besides, we have our own extensive transportation
teams for prompt delivery service.
I f you have any enquiry, please do not hesitate t o contact us.

'
........
 I
DEFORMED BARSIROUND BARS MILD STEEL EQUAL ANGLES
itC b - - I
IA
MILD STEEL
UNEQUAL
ANGLES
I(/ t--b--l
IA

(Approx.Weiq ht:KqlM) (Approx.Weight:Kg/M) (Approx.Weight:Kg/M)

RTf AE let* RTf BE nyl{2ti R* RE 8EtLSi
Stze Th~ckness Wetqht per Size Thickness Wetght per 51ze Thickness Weight per

MILD STEEL SQUARE BARS

l b l
(Approx.Weight:Kg/M Standard length: 6 Meters)
M I L D STEEL FLAT BARS UNIVERSAL BEAMS

(Approx.Weig ht:Kg/M)

I
Designation %&
R3
Serial
IS3BEt
(Mass per I
8
Depth
if I
RE
Width
of I
Thickness BE
8%
Web
I RR I
I Flange
I Designationa%
R 3 I IYlfiSi
I Serial IMass per I
8
Depth
of I
3EE
Width
of I
~hicknessRE
8%
Web
I
I
BRX
Flange I
11

Sum Kee Metal Ca., Ltd. Sum ltee Steel Co., Ltd. 6.2 PY Sum i<ee Metal Co., Ltd.
H-SECTIONS H-SECTIONS

mRif
Normal
4WRif
Standard Sect~onal
.I&?aEg
Sect~onal
--
a

I
VIiLPI
Un~t
t
-I
t
Standard Sectional
Size Dimension Area We~aht Dimension
mm mm ern' Kg/m
axb I 5 I t
looxloo l00~l00 6 I 8 21.90 17.2
25x125 125x125 1 6.5 9 30.31 23.8

UNIVERSAL BEARING PILES

Designation a BE Thickness Designation A BE

-1- 3
Thickness
1
K1% Depth Width WB %% Depth Width A[$
Rif lIi2Si of of EA ram i f l~f* of of EA ME
Serial Mass per Section Section Web Flange Serial Mass per Section Section Web Flange
Size Metre a b t Size Metre a b 5 t

Sum Kee Metal Ca., Ltd. Sum Kee Steel Co.,Ltd. G.2 PY Sum Kee Metal Co., Ltd.
m
UNIVERSAL COLUMNS CHANNELS I

R P(4Bt *E RRI ThicknessRB RTJ- !@{*Sf W E RB ThicknessAB

Desiqnation Mass per Depth of Width of ER I WB* Designation Mass per Depth of Width of 81 I

I BEAMS (JOISTS)
 ~~

RECTANGULAR HOLLOW SECTIONS I

a ,
RECTANGULAR HOLLOW SECTIONS

Approx. Weight:Kg/M Approx. Weight:Kg/M

R* RE VttSi ~ l f I WE I nktaltlt I ~ l f I RE I amgi I R* RE V19111 R3 !Z@ @.t!lSi R* A@ %@fi
Size Thickness Weight Size Thickness Weight Size Thickness Weight Size Thickness Weight size Thickness Weight Size Thickness Weight
(axb)mm (t)mm Kq/M (axb)mm (t)mm K9IM (axb)mm (t)mm I<g/M. (axb)mm (t)rnm Kg/M (axb)mm (t)mm Kg/M (axb)mm (t)mrn KqIM
40x20 2.0 1.68 1.6 2.79 100x50 8.0 16.60 150x50 6.3 18.40 10.0 59.30 350x150 16.0 142.00
3.0 2.36 2.0 3.45 7.22 150x75 4.5 15.04 250x150 12.5 73.00 6.3 50.00
3.0
1.2 1.17 75x40 2.3 3.93 3.6 8.59
40x25 1.5 1.40 2.8 4.71 4.0 9.22
2.5 2.26 3.0 5.02 100x60 4.5 10.39
75x45 3.2 5.75 5.0 11.70
75x50 3.0 5.41 6.0

Sum Kee Metal Co., Ltd. Sum Kee Steel Co.. Ltd. 6.2 PY Sum Kee Metal Co., Ltd
SQUARE HOLLOW SECTIONS SQUARE HOLLOW SECTIONS

Approx. Weiaht:Ka/M .. - -.
WtPPi Wt*Pi R* BE rylt!lPi R* BB @BPS Rif BE @t*P* Wt*Pf
Size Thickness Weight Size Thickness Weight Size Thickness Weight Size Thickness Weight size Thickness Weight Size Thickness Weight
axb mm t mm axb mm t mm (axb)mm (t)mm Kq/M (axb)mm (t)mm Kq/M
12x12 140x140 8.0 32,90 10.0 59.30 237.00
16x16 10.0 40.40 200~200 12.0 66.00 400~400 251.00
20x20 0.80 50x50 6.20 12.5 49.50 12.5 73.00
2.0 1.06 6.97 4.0 18.00 16.0 91.50
0.91 8.49 4.5 20.10 5.0 38.00
1.08 2.5 4.41 5.0 22.70 6.0 45.20
2.0 1.38 2.8 4.93 6.0 26.40 6.3 48.10
25x25 2.3 1.55 3.0 5.34 rsoxlso 6.3 28.30 250x250 8.0 60.50
2.5 1.66 3.2 5.67 8.0 35.40 10.0 75.00
2.8 1.82 60x60 4.0 6.97 10.0 43.60 12.0 84.80
12.0 47.10 12.5 92.60
12.5 53.40 16.0 117.00
6.3 50.00
260x260 8.0 63.10
10.0 78.10
12.5 96.60
6.0 54.70

Sum KeeMetai Co., Ltd. Sum Kee Steel Co., Ltd. G.2 PY Sum IUee Metal Ca., Ltd
CIRCULAR H O L L O W SECTIONS STEEL WELDED PIPES (BLACK/GALVANZIED) BS1387

Approx. Weight:Kg/M Approx. Weight:Kg/M Standard length: 6 M

1
91.g Outside Si Weight
Nominal %'% LBIRX Galvanized
size Thlckness Black VW I 6&Sf%%i%
(Max) (Min) (t) I Plain Ends I Plain Ends I~hreadr&cOuplingr
ln I (d)mrn I rnm I mm I mrn I K9lM I Kg/M I KgIM

Sum Kee Metal Co., Ltd. Sum Kee Steel Co., Ltd. G.2 PY Sum Kee Metal Ca., Ltd.
i
HOT ROLLED STEEL PLATES STAINLESS STEEL SHEETS

I I
$.K/ @I+Approx. Weight: KgJSheet
b 304Grade Weight: $.K/ @I*
KgJSheet

RTT sire (axb) %@ RTf (3& x E ) [PE RTf (3E x W)

Thickness Size (Width x Length) Thickness Size (Width x Length)
mm 1219x2438 (4'x87 mm 1219x2438 (+'x87
0.7 16.5 2.0 47.1
0.8 18.9 3.0 70.65
0.9 21.2 4.0 94.20
1.0 23.6 5.0 11.75
-
1.2 28.3 6.0 141.30
1.5 35.4

ALUMINIUM PLATES ALUMINIUM CHEQUERED PLATES

LYE wtm* (?%it*) LYE wm.s* (?%It*)

Thickness Unit Weight (KgISheet) Thickness Unit Weight (KgISheet)
rnm 1219x2438 (4'x87
1.5 14.06
2.5 23.43
3.0 28.12
4.5 45.32
5.4 50.62

COLD ROLLED STEEL SHEETS

t b I
A$$.tlrf : $.%/ El+Approx. Weight:Kg/Sheet
%@ RTT Size (axb) %E RTT Size (axb)
Thickness 3'x6' I 3'X7' I 4'x8' Thickness 3'X6' I 3'x7' I 4'x8'
 STEEL SHEET PILING
GALVANIZED STEEL SHEETS

SHAPES
I
Standard Series

I W i d e Series 1 1

DlMENSiONS A N D SECTIONAL PROERTIES

Dimentlons Per Pile Per Llner Meter of Wall
Z% *E *iE E a m E * Me% i&rn#lM. am@%ESP* 1R#% %me€%
section Width Height Thickness Sectional Unit Moment Section Sectional Unit Moment Section
Type B h - t - Area Weight of Inertia Modulus Area Weight of inertia Modulus
mm mm mm cm' Kgfm cm4 cm3 cm'fm Kgfm' cm+/m cm'/m
TYPE2 400 loo ---10.5 61.18 48.0 1,240 152.0 - 153.0 120.0
-- 874 8,740
TYPE3 400 125 13.0 76 42 60 0 2,220 - 223.0 - 191 0 150 0 -
- 16,800 1,340
~
TYPE4 400 170 15 5 96.99 76.1 4,670 362.0 241.5
~
190.0 38,600 2,170

Japan t o such as i<WSP, JSP, Gsp, SI<SP

Style S ~ m ~ l a rFSP,
 Z% m@t G,Pk*i$ ,.*I$','. ' ;'
Section No. Thickness , ~ffectivewidth
. . . ..
(mm) ,: ;

SI<-LSP-3B 5.0 333 74 27.5 21.6

6.0 333 75 33.0 25.9

 SK-4-76 TRENCH STEELSHEET SK HIIGHWAY-BEAM GUARDRAIL

moss ~ECT;ONOF BEAM wrnm OR aomm

i BASE METALTHICKNES

SK HOT- DIP ZINC COATED RAILINGS

i

476
SK-270 HEAW STEEL CLADDING I
Rq (size) : 476mrn x ~ s m xn 14.60 Kg/m

-
Sum KeeMetal Ca., Ltd. Sum IKee Reel Co.. Ltd. G.2 PY Sum nee Metal Co., Ltd.
i 5 K GALVANIZED PREPRINTED CORRUGATED SHEETS SK GALVANIZED STEEL FORMWORK/
COMPOSITE DECKING

slc Galvanized Pre-Printed corrugated Sheet i s derived from the inherent strength o f i t s high tesile
prepaint galvanized steel base, combined with the lastest design as well as roll forming techniques.
Therefore colourful and useful products you are assured of the best at all times.
Extensive research has shown that under indentical condition, 51< Galvanized Pre-Printed corrugated
Sheet provides a service life up t o four times that of galvanizedsteel w i t h the same coating
thickness. The clean lines of Sic Galvanized Pre-Printed corrugated Sheet blend well with any style of
building such as wall o f manufactory, warehouse of roof o f carport and farm even interior
decoration. When use our self drilling screws together will be very easy t o install. End laps are
virtually eliminated with the long lengths avaiiable. We can make whatever length customers
needed up t o 12 meters and when you can handle shipping by yourself over i z meters can be made.

I
SIC Galvanized Pre-Printed corrugated Sheet is both manufactured and distributed in Hong ltong by Sum Kee Metal Ca., Ltd. sum Kee Sieel Co., Ltd. G.2 PY Sum IKee Metal Co.. Ltd.
Sum ltee Metal Co., Ltd.

. ...- -- --
1 SK SHAPED STEEL FABRIC SK SHAPED STEEL FABRIC
I E%fB%Standard Sizes of Steel Fabric

WBW@ n~ar~on~
STAN%~IJ~B
lgz
@"R+xt& aBf8ti7 ,ro,s~e,tion area ~ o r m a lt4IkSB . t4IKf,%t& Eltz
8 E B y Sizes of Mesh Sizes of Wire mass per Mass per Sizes of Sheet Diagrammatic Drawing
Ref No Ref. No. per square metre
sheet
1 1
4403 B Main #i Cross S Main t3e Cross SMain #i Cross 1 metre rd w i d t h F Length

r'j%$NBBSQUARE MESH FABRIC

SQUARE MESH FABRIC

I &%%!l&6@#M
STRUCTURAL MESH FABRIC

SHAPED STEEL FABRIC IS QUARTY STEEL

STRUCTURAL MESH FABRIC FIXING

The spacing o f t h e steel w i r e s i s u n i f o r m l y

controlled, as Steel Fabric i s produced b y f u l l y
computerized mesh malting machines. Each wire
intersection is welded with a controlled weld, not
C9 / C636
-

I roo / 400 1 9 1 6 1 636 / 70.8 / 5.55 1 55.94 / 2.1 1 4.8 looslv fixed with -wire. O u r Steel Fabric
t v,i n a
C8 I Cso3 / loo 1 400 1 8 1 5 1 503 1 49.0 1 4.34 / 43.75 1 2.1 1 4.8 elimates human error in manual steel fixing. Steel
1 1385 1 roo 1 400 1 7 1 5 1 385 1 49.0 1 3.41 1 34.37 1 2.1 / 4.8 fabric is widely usedforthefollowing applications:
C6 I C283 I loo 1 400 1 6 1 5 1 283 1 49.0 / 2.61 1 26.31 / 2.1 1 4.8 LONG MESH FABRIC
Paving, Building, Concrete Pipes, Shaped Fabric,
Cg / C196 1 100 / 400 1 5 1 5 1 196 1 49.0 1 1.93 1 19.45 1 2.1 1 4.8
Precast Components etc.
I /J\ji%@BB
SMALL SQUARE MESH FABRIC
II

Sum KeeMetal Co., Ltd. Sum Kee Steel Co. Ltd. Guangzhau Sum IKee Metal Co., Ltd.
m
SK EXPANDED METAL LATH
++% : Features :
a,$@B hER32STR3 %!BT@f$E, f@!E a. Rhornbic ortorotise-shaped mesh, tidy,
-
,

Wh52 notstretchy, endurable.

b. Light-weighted and sturdy.
b.EEPBrnEH
c.9\B$eE , %EZ$6%rnB - c. Artistic, f i t t o decorate.
d. Vantilate, easy t o construction and
~.WB~TZB% .
~ ~ ~E 1
g a9f i m
, economical.

@@%(%%)
standard type (Rhomblc-shape)

Uses :
Used in guard wall of machinery, partition,
cable shelves, window of cars, basltets,
enclosures, banisters, protection walls,
@tT . %%$@. ZABR . BfRE7k5ERB electricities, furniture, cement straighten
$tPtB WkPErn%%B materials, in other aspects.

g!%%@& STANDARD OF PRODUCTS

 1 SK STAINLESS STEELTIGER WIRE (RAZOR BARBED TAPE WIRE) MECHANICAL PROPERTIES -- NON-ALLOY AND FINE GRAIN STEELS
I

%I.WSBSBZ
g* Acombination of sharp razor and hiqh-tensiie wire
has made Razor Barbed wire an ideal fencing
material for protection pirposes. The cut-throat
razors mounied at the top of the wall will effectively
stop the unwelcome intruders from entering by
force. Other than the worldwide use at military base,
jail and other government units, as crime rate
increases everywhere, i t has recently become very
popular for private property owners t o accept the
razor type as an effective protection fencing. Two
majortypes, Crosss and Straught, may be selected t o
meet the users' financial budget and installation
requirement, installation planning services are also
available t o meet our customers'individual needs.

. _______.._._ . NO Equivalent Grade h) Thickness limited t o 2smm

. . .,]*g;,
?;: ....
.......
;,i::.<.
nmzt
Type N.a . . . . . Shape
. . . . .- . . . . - ........... ..._.

LIST OF CORRESPONDING FORMER NATIONAL DESIGNATIONS /

A listing of former national designations which are superseded by the grades in the new European
Standard En IOZIO
EN 10210: 1994 I Equivalent former designations in
Steel Germany France United Spain Italy Belglum Sweden Portugal Austria Norway
Designation Number Steel 1 I<ingdom

TIC

535s NH 1.0539 1.0562 St E 355 N

5355 NLH r.0549 r.0566 TSt E355 N 50 EE
5460 NH 1.8953 1.8905 S t E46o N
S460NLH 1.8956 1.8915 TSt E460 N 55 EE

gi?5%dl23 L$?@@bIBfl Rfil*SffiL%l@llihbR29 Sum Kee Metal Co., Ltd. Sum Kee Steel Co., Ltd. G.2 PY Sum Kee Metal Co, Ltd.

I
1 PRODUCT SPECIFICATION

Classlflcatlons

490-610 22 17 21 27"
520-640 19 15 19 27"
400-510 21 17 21
490-610 19 15 19
540 min. 16 13 17 0.30 1.6 max. 0.040 0.040
400-510 21 17 21 0.050 0.050
490-610 19 15 19 0.050 0.050
540 min. r6 13 17 0.30 1.6 max. 0.040 0.040
400-510 23 18 22 0.23 - 2.5 x C min. 0.035 0.035
400-510 23 18 22 27A 0.20 0.35 0.60-1.40 0.035 0.035
490-610 22 17 21 0.20 0.55 1.6 max. 0.035 0.035
490.610 22 17 21 27* 0.18 0.55 1.6 max. 0.035 0.035
490-610 19 15 19 0.20 0.55 1.6 max. 0.035 0.035
490-610 19 15 19 27" 0.20 0.55 1.6 max. 0.035 0.035
400-510 17 17 21 0.24 0.050 0.050
400-510 80" 18 18 22 27* 0.20 0.35 0.60-1.40 0.030 0.015 0.36 0.26
490-610 8oH 17 17 21 27*
430-580 20 20 20

Structural 430-580 20 20 20 27O

Steel 430-580 20 20 20 27&
490-640 78 18 18
490-640 18 18 18 27'
490-640 18 18 18 27*
410-560 22 22 22 27'

ASTM 1997 As72Gr.42 290 415 min. 20

1997 As72 Gr.50 345 450 min.E 18
1998 A992 345-450 450 min. 8 18
- p-
--pp

t<12 I ,Z<t<40 I
AS/NZS 250 260 250 410 min. 22
3679.1 2soLo 260 250 410 min. zz
1996 350 360 340 480 min. 20
350LO 360 340 480 min. 20

300 1 320 1 300 / 280 1 440 rnin.

II I I
22
3ooLo 320 300 280 440 min. 12
Sheet Pile I JlS A5528 1988. / SY295 I 295 I q9o min. I I 17 1
TIS 1390.1996 I SY390 I 390 540 rnin. 15

remark A : Impact test on materiai grades SMqoo, SM490, SMszo, SMqooB, SM49oB, SM+goYB, SNqooB, SNqpoB, 43C and
- carbon Equivalent (%) = C + Mn/6 + Sil24 + Nil40 + Cr/5 + Mo/+ + V/14(11S standard) 5oC with thickness 2 12 mm. at o°C.
- carbon Equivalent (Yo) = C + Mn/6 + (Cr + MO + V)/5 + (Ni + Cu)/15 (AS, ASTM standard) B : impact test on material grades438.508, Sz7sJR and S35sJR with thickness2 1r mm, at ro0C.
- Chemical Composition on sensitivity of welding crack = C + Si13o + MnI2o + C U / ~ O+ Nil60 + C r / ~ o+ M0/15 + V/lo + 58 C : I t is permissible to vary the carbon and manganese contents (ladle analysis) for grades 508 and goC an the basis of
- end test on material grades 55400. 55490,SS540 an increase of 0.06 %manganese content for each decrease of 0.01 %carbon or vice versa up to a maximum manganese
- Additional chemical composition controls for material under grade Agg2are as follows: content of 1.60 %and a maximun carbon content of 0.12 %for grades SOBand soC.
~i (max.) = 0.45. Cr (max.) = 0.35, Mo (max.) = 0.15 and Mn/S (min.) = 20 D : The yield ratio (max.) for all thickness of materials under gradeA992is 85 %.
' : Nitrogen control excluded. E : For grade 50 steel of thickness 20 mm and under, the tensile strength shaii be a minimum of 485 N/mmi.
F : A maximun of manganese of 1.50 %is permissible, with an associated reduction of the carbon maximum of 0.03 %.
G : For the H section, when the ti is 9 mm or less, the upper limit of the yield point or proof stress shall not be applied.
H : For the H section, when the ti is 9 mm or iess, the upper limit of the yield ratio shall be 85 %.
Materials underTlS compulsory standarqare for domestic use only, while materials under other standards are for exportation.

Sum KeeMetal Co., Ltd. Sum Kee Steel Co., Ltd. G.2 PY Sum Kee Metal Co., Ltd.