ORCA DRAIN Polymer concrete channel range Architectural SS
www.steelandtube.co.nz
ORCADRAIN
Architectural SS
SV100 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA SV100
Stainless steel polymer concrete channel system Uplock locking system
Cast in stainless steel edge rail
Directional arrows and channel marking
ASS3996:2006
Load Rating GuideGuide Load Rating Class A Extra Light
Outlet position marking for easy installation
Class B Light Class C Medium Class D Heavy
High density polymer concrete body
2mm Sealing groove for channel connection
Class E Extra Heavy E
Structural ribs for increased strength
1000mm
Class F Extra Heavy F Uplock locking
120-320mm
set
Class G Extra Heavy G
130mm 100mm
130mm 120-320mm
Knockout for 100mm outlet
310mm 130mm End cap
Orca SV100 Series-Stainless steel edge rail polymer concrete channel,100mm C/O, Class D Polymer concrete channel type
Class Load
Width C/O(mm)
SV100
600400
SV100.0 channel, 100mm C/O x 120D O/A SS edge, Class D
D210
100
1000
120
SV110
600425
SV110.0 channel, 100mm C/O x 170D O/A SS edge, Class D
D210
100
1000
SV120
600447
SV120.0 channel, 100mm C/O x 220D O/A SS edge, Class D
D210
100
SV130
600467
SV130.0 channel, 100mm C/O x 270D O/A SS edge, Class D
D210
SV140
600489
SV140.0 channel, 100mm C/O x 320D O/A SS edge, Class D
D210
Length Start depth End depth O/A(mm) (mm) (mm)
Cross sectional open area(mm2)
Weight (kg)
120
6861
13
170
170
11091
16
1000
220
220
16086
19
100
1000
270
270
20955
23
100
1000
320
320
25955
28
SV110
320mm
270mm
SV100
220mm
Ground Line
170mm
CCP Part No.
120mm
Name
SV120 SV130 SV140
0800 478 335
Orca Polymer Concrete Properties Orca Drain SV100 series is manufactured from corrosion resistant polymer concrete with Stainless steel edge rails. Orca polymer concrete is non flammable, frost proof and resistant to weathering and diluted acids and alkali’s. Compressive Strength: 95 MPa Water Absorption: 0 - 0.06% Density: 2300 kg/m3 Mannings Roughness: n=0.011 Orca Drain SV100 grates lead the industry in design and quality. SV100 channel grates are engineered to meet the following standards: AS3996:2006 Access covers and grates AS4586:2013 Slip resistance of new pedestrian surfaces AS1428.1 Design for access and mobility
Smooth finish
Dotted finish
Griptech finish
R10
R11
R12
Slip resistant rating:
Slip resistant rating:
Slip resistant rating:
Grate Type
Intake area (mm2) Per meter
Material
Weight (kg)
5
58951
SS304/ SS316
6
1000
5
58951
SS304/ SS316
6.5
124
1000
6
50100
SS304/ SS316
8
B80
124
1000
6
50100
SS316
8
Stainless Heelguard topslot unit
C150
124
1000
6
21117
SS304
5
Class Load
Width C/O(mm)
Intake area (mm2) Per meter
Material
Weight (kg)
CCP Part No.
Grating Finish
Description
Class Load
Width O/A(mm)
G110
Smooth
G118
Length Slot C/O(mm) width(mm)
Stainless Heelguard grate to suit channel (5x5)
A10
124
1000
Dotted
Stainless Heelguard ant-slip grate to suit channel (5x5)
B80
124
G120
Griptech
Stainless Heelguard ant-slip grate to suit channel (6x6)
B80
G123
Smooth
Stainless Heelguard grate to suit channel (6x6)
G150
-
Accessories Type
Name
CCP Part No.
Description
Length Slot C/O(mm) width(mm)
600492
600492
End Cap suit SV100, Class D
-
130
100
-
-
SS
0.1
600493
600493
End Cap multi-depth suit SV110-140, Class D
-
130
300
-
-
SS
0.1
600495
600495
Uplock locking set pack p/m
-
100
-
-
-
SS
0.1
Detail Detaila-a a-a
AA Pavers I I Road Roadbase base Pavers EE Earth Earth LegendLegend J J Sitting BB Sand FF Concrete Sand Concrete Sitting compound compound Legend Legend A Pavers A Pavers I base Road base E Earth E Earth I Road Legend CLegend C Concrete Concrete haunch haunch GG Asphalt Asphalt A Pavers A Pavers Road E E JI Road JI base B B F Earth F Earth Sand Sand Concrete Concrete Sitting compound Sittingbase compound HH Earth Base Base course course DLegend Sub base Legend AD Sub Abase Road base Pavers Pavers E E Earth JI Road JI base B B F F Sand Sand Sitting compound Sitting compound C Concrete C Concrete haunch haunch G Concrete G Concrete Asphalt Asphalt Legend Legend A Sand A Pavers JI Road JI base B B F Earth F Earth Sand Concrete Concrete Sitting compound Sittingbase compound Road E E C Pavers Concrete Cbase Concrete haunch G Base G course Asphalt Asphalt H H Base course D D Sub Sub base haunch >1,5m >1,5m A Pavers A Pavers <2,0m <2,0m I Road I base Road base E Earth E Earth >80 >80 C Concrete C Concrete haunch haunch G G Asphalt Asphalt J J B B F F Sand Sand Concrete Concrete Sitting compound Sitting compound Legend Legend H course Base course D SubD base Sub base H Base
Mpa25
Mpa25
Mpa25
Mpa25
C
250
C C
250
C
J
J Mpa25
HI
G I
G I
H
H
I GG
I J
G HH
G J H G J G HI
H G I I G HI H GI I H G
J H GI J I H G
H
Mpa25
I
I
Mpa25
G
200 Mpa25
200
Mpa25 200 Mpa25
200
Mpa25
200 Mpa25
Mpa25
80
C
150
150 C
100 100 100 100 100
C
C
200
200
C
C
G I
Mpa25
Mpa25
H
H
Mpa25
Mpa25
I
I
Mpa25
Mpa25
GG G
G
200 Mpa25
H G
I I G HI
G HI
H GI
H GI
I H G
I H G
HI
HI
G I
G I
H
H
I
I
200
200
200
200
Mpa25
200 C
CC
200 200 C
200
200
C
C
C 200
C 200
C
C
C
C
250 250 250 250
250
250
250
250
250
250 Mpa25 250 Mpa25
250C C C 250C
Mpa25 250 Mpa25 250
250C
Mpa25
Mpa25
Mpa25
Mpa25
250
B E A
B E A
DD A B D B A D EE
A B D B A D
E B A D
E B A D
E B D A E D B E
E B D A E D B E
AA BB
D E A E B A
A B DD D B A D EE E B A D
A B D B A D
E B D A E D B E
E B D A E D B E
E B A D
D E A AA
250 Mpa25 250 Mpa25 Mpa25 Mpa25
250
D E A
BB
A
E B BB E B A A C
Mpa25
D AA E A
D E
C
Mpa25
Mpa25
A E D B E
E B A
200 Mpa25
250
E B D
A E D B E
C
200
250
E D B A
E B D
C
200
250 250 250
E D B A
D E
200 200 200 200 200 200 200
G I
B A D
A
200
Mpa25 Mpa25 Mpa25 200 Mpa25 200
A D B
B EE A D
C
200
HI
E B A
A D B
C
C
200
HI
E B DD A
C 200
C
200 200 200 200
I H G
A
C 200
200
H GI
D E
BB
200
200 200 200
H GI
D AA E A
200
Mpa25
C
C
E D B A
150 C Solid Solid edge edge block block 150 150 150 C mortar 150 C Mpa25 Mpa25 Non-shrink Non-shrink Solid edgeSolid blockmortar edge block Non-shrink Non-shrink mortar C Cmortar J Mpa25 Mpa25 Solid edgeSolid blockedge block 150 150 150 150 C Non-shrink Non-shrink mortar mortar J Solid edgeSolid blockedgeCblock Mpa25 Mpa25 Non-shrinkNon-shrink mortar mortar J Solid edgeSolid blockedge block C 200 C 200 200 Non-shrink200 Non-shrink mortar mortar J Solid edge Solid blockedge 200 200 200 200block Non-shrinkNon-shrink mortar mortar J 200 200 200 Mpa25 Mpa25 200 Solid edgeSolid blockedge block Mpa25 200 Mpa25 200 200 C C 200 Non-shrinkNon-shrink mortar mortar J
H
G HI
80
100 100
Mpa25 150 150 C
Mpa25 200
H G
B A D
C C 150
Mpa25 150
HIJ
A D B
E D B A
C
150 150 C
Mpa25
G I
GG G HH H G I I G HI
150 150 Mpa25
Mpa25
HI
E B A
A D B B EE A D
150 150
150 150 150 Mpa25 Mpa25
G I
E B DD A
C
C
100
C
C
150 150
J J
D E A
E B D
Mpa25
150
BB
A E D B E
100 100
150 Mpa25
AA
A E D B E
100
HI
D E
100 C
150 150 150 150 150
I H G
C
100 100 C
200 200 200 200 200
H GI
I H G
A E D B E
E B D
Mpa25 C
Mpa25
C
A E D B E
C
Mpa25
100
E B D
C
E D B A
100
200
H GI
100
B A D
100 100 Mpa25 C
200 200 200 200 200 200 200
G HI
J 100 Mpa25
A D B
C
C
100
EE
A B A
E B D
C C100
100 100
200
G HI
100 100
DD
E D B A
100
Mpa25 C
BB
C
A
C
Mpa25
100
Mpa25
80
100 100
100
I
80
C
Mpa15
Mpa25
I
H G
80
J
100Mpa25 100 100 J Mpa25
Mpa25
80a-a
80
J
J
80 80
80 80 80 80 80
J
H
G
8080
100 100
B A D
a-a
200
100 100 100 100 100 100
150 150 150 150 150 150
200 200 200 200 200
250 C
C
J
J Mpa15
H
HI I G
Mpa15 C
250 250 250 250 250 250 250
250
250 C
Mpa15
C
J 80
I H
80
8080 C Mpa15
J
G I
200 200 200 200 200
Mpa25
250 CC C 250 C
80 Mpa15
I H
GH H
Mpa15 8080a-a
A D B
a-a
80
Mpa15 C
Mpa15 80 J J
a-a
8080
Mpa15
G I
200
200
I H G
200 200 200 200 200 200 200
250
Mpa25
C
0800 478 335
H GI
I H G
200
250 250 250 250 250
250
H GI
HH H G
250
Mpa25
I G H
80
CC
8080 Mpa15
250
80 80 80 80 80
80 80 80
100 100 100 100 100 100 100
150 150 150 150 150 150 150
200 200 200 200 200200 200
250
H G
I G H
I H G
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F Mpa25
I I H G
80
a-a
80 Mpa15
150
G
B A
200 200 200 200 200
HH G
a-a
200
I
a-a
Mpa15 Mpa15 80 8080
I G H
250 250 250 250 250
H
IG G
A
250C
C
C
250C
250C
250
H
a-a
80 80
G I
a-a 8080
80
G I
a-a
100 100 100 100 100
I H
2mm 2mmA A
a-a
100
I H
GG
a-aa-a
150 150
I H G
250 Mpa25 250 Mpa25
1300 80 80 20
2mm 2mm
Detail2mm a-a Detail2mm a-a
150 150 150 150 150
I H G
250
Class G Extra Heavy G
2mm 2mm
Detail a-a Detail a-a
150
H GI
80
H GI
250 250 250 250 250 250 250
Class E Extra Heavy E
Detail2mm a-a Detail2mm a-a
G
course I G H
200
Class D Heavy
G
80 80
expansionexpansion joint joint <2,0m <2,0m >80 F F joint>80 a-ajoint a-a course H Base D Sub D base Sub base H Base >1,5m >1,5m Mpa15 Mpa15 contraction 80 8080 contraction 80 expansionexpansion joint joint <2,0m <2,0m >80 >80 joint F F joint a-a a-a C C 80 contraction 80 8080 contraction Mpa15 expansionexpansion joint joint >1,5m Mpa15 >1,5m F F joint a-ajoint a-a <2,0m <2,0m 80 8080 80 >80 >80 Mpa15 Mpa15 C C contractioncontraction expansionexpansion joint joint Mpa15 80 F jointMpa15 8080a-ajoint 80a-a F >1,5m >1,5m C C <2,0m <2,0m 80 8080 C 80 C Mpa15 Mpa15 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint joint <2,0m Mpa15 <2,0m Mpa15 C C 80 8080 80 >1,5m >1,5m expansionexpansion joint joint F F contractioncontraction joint joint <2,0m <2,0m C C >1,5m >1,5m expansionexpansion joint joint Mpa15 Mpa15 <2,0m <2,0m F F contractioncontraction joint joint 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m C C F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 >1,5m Mpa25 >1,5m 100 expansionexpansion joint joint Mpa25 F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 C C 100 expansionexpansion joint joint Mpa25 Mpa25 F F contractioncontraction joint joint >1,5m >1,5m 100 100 100 100 <2,0m Mpa25 <2,0m Mpa25 C C expansionexpansion joint joint 100 F contraction 100 100 contraction 100 joint F joint Mpa25 Mpa25 C C >1,5m >1,5m 100 100 100 C 100 C <2,0m <2,0m Mpa25 Mpa25 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint C C Mpa25 Mpa25 joint <2,0m <2,0m 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint C C <2,0m <2,0m >1,5m >1,5m expansionexpansion joint joint Mpa25 Mpa25 Fcontractioncontraction F <2,0m <2,0m joint joint expansionexpansion joint joint >1,5m >1,5m C C Fcontractioncontraction F joint joint <2,0m 150 <2,0m 150 150 150 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint 150 150 150 150 <2,0m <2,0m Mpa25 Mpa25 expansionexpansion joint joint F Fcontractioncontraction joint joint 150 150 150 >1,5mMpa25 >1,5mMpa25 C C 150 <2,0m <2,0m 150 150 150 150 expansionexpansion joint joint C C Mpa25 contraction F Mpa25 Fcontraction joint joint >1,5m >1,5m 150 150 150 C 150 C Mpa25 Mpa25 <2,0m <2,0m >1,5m >1,5m 150 150 150 C 150 C expansion expansion joint joint <2,0mMpa25 <2,0mMpa25 contraction contraction joint joint F F >1,5m >1,5m expansionexpansion joint joint C Mpa25 Mpa25 contraction joint joint C <2,0m <2,0m F Fcontraction >1,5m 150 >1,5m 150 150 150 expansionexpansion joint joint C C <2,0m <2,0m joint joint F Fcontractioncontraction expansionexpansion joint joint >1,5mMpa25 >1,5mMpa25 contraction contraction joint joint F F <2,0m <2,0m C C >1,5m200 >1,5m 200 200 200 expansionexpansion joint joint joint joint <2,0m F Fcontraction 200<2,0m 200 contraction 200 200 expansionexpansion joint joint contraction joint joint >1,5m F Fcontraction 200>1,5m 200 200 200 Mpa25 Mpa25 <2,0m <2,0m Mpa25 Mpa25 200 200 200 200 CC expansionexpansion joint joint joint C joint C F Fcontractioncontraction Mpa25 Mpa25 200 200 200 200 C C Mpa25 Mpa25 >1,5m >1,5m 200>1,5m 200 200 200 >1,5m <2,0m <2,0m C C expansion expansion joint joint <2,0m <2,0m Mpa25 Mpa25 contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m contraction joint joint C C F Fcontraction 200 200 200 200 <2,0m <2,0m Mpa25 >1,5m Mpa25 >1,5m expansionexpansion joint joint joint C joint C <2,0m <2,0m F Fcontractioncontraction expansionexpansion joint joint >1,5m >1,5m joint joint Mpa25 contraction F Mpa25 Fcontraction <2,0m <2,0m expansionexpansion joint joint C C >1,5m200 >1,5m 200 200 200 contraction contraction joint joint F F <2,0m200<2,0m200 200 200 expansionexpansion joint joint joint contraction joint Fcontraction F >1,5m 200>1,5m 200 200 200 Mpa25 Mpa25<2,0m <2,0m Mpa25 200 Mpa25 200 200 200 expansionexpansion joint joint C C joint C joint C F Fcontractioncontraction Mpa25 200 Mpa25 200 200 200 >1,5m >1,5m >1,5m C C Mpa25 >1,5m Mpa25 <2,0m <2,0m 200 200 <2,0m200 <2,0m200 C C >1,5m >1,5m expansion expansion joint joint Mpa25 Mpa25 expansionexpansion joint joint contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m 200 Mpa25 200 200C 200C Mpa25 expansionexpansion joint joint <2,0m <2,0m joint joint F Fcontractioncontraction C C >1,5m >1,5m expansionexpansion joint joint <2,0m contraction joint joint F Mpa25 <2,0m Fcontraction Mpa25 >1,5m >1,5m expansionexpansion joint joint <2,0m <2,0m C C contraction joint250 F 250 250 Fcontraction 250 joint250 250 250 250 expansionexpansion joint joint >1,5m >1,5m joint joint F Fcontractioncontraction 250 <2,0m 250 250 250 <2,0m 150
Class C Medium
Detail a-a Detail a-a Detail2mm a-a Detail2mm a-a
>1,5m >1,5m Jcourse J compound B F F Sand Sand Concrete Concrete Sitting Sitting compound H Base H Base D Sub base Sub base C Concrete C Concrete haunch haunch G G course Asphalt Asphalt joint joint F a-aa-a Earth A Pavers AF Pavers <2,0m <2,0m I base Road base E Earth I G G Road >80 >80 E >1,5m >1,5m C Concrete C Concrete haunch haunch G G Asphalt Asphalt contraction contraction H course Base course D Sub Dbase Sub base H Base expansionexpansion joint joint <2,0m <2,0mjoint>80 F joint >80 J H H Sitting J compound B Sand B F Sand Concrete Concrete Sitting compound >1,5m >1,5m F F a-a a-a G G contraction Base H course Base course D Sub Dbase Sub base <2,0m <2,0m >80 >80 H contraction expansionexpansion joint joint I I C Concrete C Concrete haunch G G Asphalt jointAsphalt F F joint haunch 80 80 80 80 8080 >1,5m >1,5m a-a a-a H H contractioncontraction
100
Class B Light
Detail a-a Detail 2mm 2mma-a
contraction contraction
expansion expansion joint joint B D
80 80
Class A Extra Light
Legend Legend
80
Installation Detail
C
C
C
C
A B DD D B A D E EE B A D
A B D B A D E B A D
E B D A E D B E
E B D A E D B E
D E
D E
E
E
www.steelandtube.co.nz
www.civilproducts.com.au
info@civilproducts.com.au
ORCADRAIN
Architectural SS
SV200 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA SV200
Stainless steel edge polymer concrete channel system Uplock locking system
Directional arrows and channel marking
ASS3996:2006 Load Rating Load Rating GuideGuide Class A Extra Light
Outlet position marking for easy installation
Class B Light Class C Medium Class D Heavy
High density polymer concrete body
Cast in Stainless steel edge rail
2mm Sealing groove for channel connection
Class E Extra Heavy E Class F Extra Heavy F
Structural ribs for increased strength
Class G Extra Heavy G
1000mm
Uplock locking system
248mm 200mm
225mm to 325mm
225mm to 325mm Knockout for 100/150mm outlet
248mm
244mm
214mm
End cap
Orca SV200 Series-Stainless steel edge rail polymer concrete channel, 200mm c/o, Class D Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
Length Start depth End depth O/A(mm) (mm) (mm)
SV200
600500
SV200 channel, 200mm C/O x 225 O/A SS edge, Class D
D210
200
1000
225
SV210
600525
SV210 channel, 200mm C/O x 275 O/A SS edge, Class D
D210
200
1000
SV220
600547
SV220 channel, 200mm C/O x 325 O/A SS edge, Class D
D210
200
1000
0800 478 335
Cross sectional open area(mm2)
Weight (kg)
225
29386
33
275
275
36713
42
325
325
38267
47
Orca Polymer Concrete Properties Orca Drain SV200 series is manufactured from corrosion resistant polymer concrete with cast in Stainless steel edge rails. Orca polymer concrete is non flammable, frost proof and resistant to weathering and diluted acids and alkaliâ&#x20AC;&#x2122;s. Compressive Strength: 95 MPa Water Absorption: 0 - 0.06% Density: 2300 kg/m3 Mannings Roughness: n=0.011 Orca Drain SV200 grates lead the industry in design and quality. SV200 channel grates are engineered to meet the following standards: AS3996:2006 Access covers and grates AS4586:2013 Slip resistance of new pedestrian surfaces AS1428.1 Design for access and mobility
Smooth finish
Dotted finish
Griptech finish
R10
R11
R12
Slip resistant rating:
Slip resistant rating:
Slip resistant rating:
Grate Type
Name
Grating Finish
Description
G210
Smooth
G215
Intake area (mm2) Per meter
Material
Weight (kg)
5
105680
SS304/ SS316
8
1000
5
105680
SS304/ SS316
8
234
1000
5
105680
SS304/ SS316
9
B80
234
1000
6
114000
SS304/ SS316
15
Class Load
Width C/O(mm)
Class Load
Width O/A(mm)
Length Slot C/O(mm) width(mm)
Stainless Heelguard grate to suit channel (5x5)
A10
234
1000
Dotted
Stainless Heelguard ant-slip grate to suit channel (5x5)
A10
234
G218
Dotted
Stainless Heelguard ant-slip grate to suit channel (5x5)
B80
G220
Griptech
Stainless Heelguard ant-slip grate to suit channel (6x6)
Accessories Type
Name
CCP Part No.
Description
600592
600592
End Cap suit SV200
-
200
225
600595
600595
Uplock locking set pack p/m
-
-
-
Intake area (mm2) Per meter
Material
Weight (kg)
-
-
SS
0.1
-
-
SS
0.1
Length Slot C/O(mm) width(mm)
SV200
325mm
275mm
225mm
Ground Line
SV210
SV220
Detail Detaila-a a-a
AA Pavers I I Road Roadbase base Pavers EE Earth Earth LegendLegend J J Sitting BB Sand FF Concrete Sand Concrete Sitting compound compound Legend Legend A Pavers A Pavers I base Road base E Earth E Earth I Road Legend CLegend C Concrete Concrete haunch haunch GG Asphalt Asphalt A Pavers A Pavers Road E E JI Road JI base B B F Earth F Earth Sand Sand Concrete Concrete Sitting compound Sittingbase compound HH Earth Base Base course course DLegend Sub base Legend AD Sub Abase Road base Pavers Pavers E E Earth JI Road JI base B B F F Sand Sand Sitting compound Sitting compound C Concrete C Concrete haunch haunch G Concrete G Concrete Asphalt Asphalt Legend Legend A Sand A Pavers JI Road JI base B B F Earth F Earth Sand Concrete Concrete Sitting compound Sittingbase compound Road E E C Pavers Concrete Cbase Concrete haunch G Base G course Asphalt Asphalt H H Base course D D Sub Sub base haunch >1,5m >1,5m A Pavers A Pavers <2,0m <2,0m I Road I base Road base E Earth E Earth >80 >80 C Concrete C Concrete haunch haunch G G Asphalt Asphalt J J B B F F Sand Sand Concrete Concrete Sitting compound Sitting compound Legend Legend H course Base course D SubD base Sub base H Base
Mpa25
Mpa25
Mpa25
Mpa25
C
250
C C
250
C
J
J Mpa25
HI
G I
G I
H
H
I GG
I J
G HH
G J H G J G HI
H G I I G HI H GI I H G
J H GI J I H G
H
Mpa25
I
I
Mpa25
G
200 Mpa25
200
Mpa25 200 Mpa25
200
Mpa25
200 Mpa25
Mpa25
80
C
150
150 C
100 100 100 100 100
C
C
200
200
C
C
G I
Mpa25
Mpa25
H
H
Mpa25
Mpa25
I
I
Mpa25
Mpa25
GG G
G
200 Mpa25
H G
I I G HI
G HI
H GI
H GI
I H G
I H G
HI
HI
G I
G I
H
H
I
I
200
200
200
200
Mpa25
200 C
CC
200 200 C
200
200
C
C
C 200
C 200
C
C
C
C
250 250 250 250
250
250
250
250
250
250 Mpa25 250 Mpa25
250C C C 250C
Mpa25 250 Mpa25 250
250C
Mpa25
Mpa25
Mpa25
Mpa25
250
B E A
B E A
DD A B D B A D EE
A B D B A D
E B A D
E B A D
E B D A E D B E
E B D A E D B E
AA BB
D E A E B A
A B DD D B A D EE E B A D
A B D B A D
E B D A E D B E
E B D A E D B E
E B A D
D E A AA
250 Mpa25 250 Mpa25 Mpa25 Mpa25
250
D E A
BB
A
E B BB E B A A C
Mpa25
D AA E A
D E
C
Mpa25
Mpa25
A E D B E
E B A
200 Mpa25
250
E B D
A E D B E
C
200
250
E D B A
E B D
C
200
250 250 250
E D B A
D E
200 200 200 200 200 200 200
G I
B A D
A
200
Mpa25 Mpa25 Mpa25 200 Mpa25 200
A D B
B EE A D
C
200
HI
E B A
A D B
C
C
200
HI
E B DD A
C 200
C
200 200 200 200
I H G
A
C 200
200
H GI
D E
BB
200
200 200 200
H GI
D AA E A
200
Mpa25
C
C
E D B A
150 C Solid Solid edge edge block block 150 150 150 C mortar 150 C Mpa25 Mpa25 Non-shrink Non-shrink Solid edgeSolid blockmortar edge block Non-shrink Non-shrink mortar C Cmortar J Mpa25 Mpa25 Solid edgeSolid blockedge block 150 150 150 150 C Non-shrink Non-shrink mortar mortar J Solid edgeSolid blockedgeCblock Mpa25 Mpa25 Non-shrinkNon-shrink mortar mortar J Solid edgeSolid blockedge block C 200 C 200 200 Non-shrink200 Non-shrink mortar mortar J Solid edge Solid blockedge 200 200 200 200block Non-shrinkNon-shrink mortar mortar J 200 200 200 Mpa25 Mpa25 200 Solid edgeSolid blockedge block Mpa25 200 Mpa25 200 200 C C 200 Non-shrinkNon-shrink mortar mortar J
H
G HI
80
100 100
Mpa25 150 150 C
Mpa25 200
H G
B A D
C C 150
Mpa25 150
HIJ
A D B
E D B A
C
150 150 C
Mpa25
G I
GG G HH H G I I G HI
150 150 Mpa25
Mpa25
HI
E B A
A D B B EE A D
150 150
150 150 150 Mpa25 Mpa25
G I
E B DD A
C
C
100
C
C
150 150
J J
D E A
E B D
Mpa25
150
BB
A E D B E
100 100
150 Mpa25
AA
A E D B E
100
HI
D E
100 C
150 150 150 150 150
I H G
C
100 100 C
200 200 200 200 200
H GI
I H G
A E D B E
E B D
Mpa25 C
Mpa25
C
A E D B E
C
Mpa25
100
E B D
C
E D B A
100
200
H GI
100
B A D
100 100 Mpa25 C
200 200 200 200 200 200 200
G HI
J 100 Mpa25
A D B
C
C
100
EE
A B A
E B D
C C100
100 100
200
G HI
100 100
DD
E D B A
100
Mpa25 C
BB
C
A
C
Mpa25
100
Mpa25
80
100 100
100
I
80
C
Mpa15
Mpa25
I
H G
80
J
100Mpa25 100 100 J Mpa25
Mpa25
80a-a
80
J
J
80 80
80 80 80 80 80
J
H
G
8080
100 100
B A D
a-a
200
100 100 100 100 100 100
150 150 150 150 150 150
200 200 200 200 200
250 C
C
J
J Mpa15
H
HI I G
Mpa15 C
250 250 250 250 250 250 250
250
250 C
Mpa15
C
J 80
I H
80
8080 C Mpa15
J
G I
200 200 200 200 200
Mpa25
250 CC C 250 C
80 Mpa15
I H
GH H
Mpa15 8080a-a
A D B
a-a
80
Mpa15 C
Mpa15 80 J J
a-a
8080
Mpa15
G I
200
200
I H G
200 200 200 200 200 200 200
250
Mpa25
C
0800 478 335
H GI
I H G
200
250 250 250 250 250
250
H GI
HH H G
250
Mpa25
I G H
80
CC
8080 Mpa15
250
80 80 80 80 80
80 80 80
100 100 100 100 100 100 100
150 150 150 150 150 150 150
200 200 200 200 200200 200
250
H G
I G H
I H G
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F Mpa25
I I H G
80
a-a
80 Mpa15
150
G
B A
200 200 200 200 200
HH G
a-a
200
I
a-a
Mpa15 Mpa15 80 8080
I G H
250 250 250 250 250
H
IG G
A
250C
C
C
250C
250C
250
H
a-a
80 80
G I
a-a 8080
80
G I
a-a
100 100 100 100 100
I H
2mm 2mmA A
a-a
100
I H
GG
a-aa-a
150 150
I H G
250 Mpa25 250 Mpa25
1300 80 80 20
2mm 2mm
Detail2mm a-a Detail2mm a-a
150 150 150 150 150
I H G
250
Class G Extra Heavy G
2mm 2mm
Detail a-a Detail a-a
150
H GI
80
H GI
250 250 250 250 250 250 250
Class E Extra Heavy E
Detail2mm a-a Detail2mm a-a
G
course I G H
200
Class D Heavy
G
80 80
expansionexpansion joint joint <2,0m <2,0m >80 F F joint>80 a-ajoint a-a course H Base D Sub D base Sub base H Base >1,5m >1,5m Mpa15 Mpa15 contraction 80 8080 contraction 80 expansionexpansion joint joint <2,0m <2,0m >80 >80 joint F F joint a-a a-a C C 80 contraction 80 8080 contraction Mpa15 expansionexpansion joint joint >1,5m Mpa15 >1,5m F F joint a-ajoint a-a <2,0m <2,0m 80 8080 80 >80 >80 Mpa15 Mpa15 C C contractioncontraction expansionexpansion joint joint Mpa15 80 F jointMpa15 8080a-ajoint 80a-a F >1,5m >1,5m C C <2,0m <2,0m 80 8080 C 80 C Mpa15 Mpa15 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint joint <2,0m Mpa15 <2,0m Mpa15 C C 80 8080 80 >1,5m >1,5m expansionexpansion joint joint F F contractioncontraction joint joint <2,0m <2,0m C C >1,5m >1,5m expansionexpansion joint joint Mpa15 Mpa15 <2,0m <2,0m F F contractioncontraction joint joint 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m C C F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 >1,5m Mpa25 >1,5m 100 expansionexpansion joint joint Mpa25 F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 C C 100 expansionexpansion joint joint Mpa25 Mpa25 F F contractioncontraction joint joint >1,5m >1,5m 100 100 100 100 <2,0m Mpa25 <2,0m Mpa25 C C expansionexpansion joint joint 100 F contraction 100 100 contraction 100 joint F joint Mpa25 Mpa25 C C >1,5m >1,5m 100 100 100 C 100 C <2,0m <2,0m Mpa25 Mpa25 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint C C Mpa25 Mpa25 joint <2,0m <2,0m 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint C C <2,0m <2,0m >1,5m >1,5m expansionexpansion joint joint Mpa25 Mpa25 Fcontractioncontraction F <2,0m <2,0m joint joint expansionexpansion joint joint >1,5m >1,5m C C Fcontractioncontraction F joint joint <2,0m 150 <2,0m 150 150 150 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint 150 150 150 150 <2,0m <2,0m Mpa25 Mpa25 expansionexpansion joint joint F Fcontractioncontraction joint joint 150 150 150 >1,5mMpa25 >1,5mMpa25 C C 150 <2,0m <2,0m 150 150 150 150 expansionexpansion joint joint C C Mpa25 contraction F Mpa25 Fcontraction joint joint >1,5m >1,5m 150 150 150 C 150 C Mpa25 Mpa25 <2,0m <2,0m >1,5m >1,5m 150 150 150 C 150 C expansion expansion joint joint <2,0mMpa25 <2,0mMpa25 contraction contraction joint joint F F >1,5m >1,5m expansionexpansion joint joint C Mpa25 Mpa25 contraction joint joint C <2,0m <2,0m F Fcontraction >1,5m 150 >1,5m 150 150 150 expansionexpansion joint joint C C <2,0m <2,0m joint joint F Fcontractioncontraction expansionexpansion joint joint >1,5mMpa25 >1,5mMpa25 contraction contraction joint joint F F <2,0m <2,0m C C >1,5m200 >1,5m 200 200 200 expansionexpansion joint joint joint joint <2,0m F Fcontraction 200<2,0m 200 contraction 200 200 expansionexpansion joint joint contraction joint joint >1,5m F Fcontraction 200>1,5m 200 200 200 Mpa25 Mpa25 <2,0m <2,0m Mpa25 Mpa25 200 200 200 200 CC expansionexpansion joint joint joint C joint C F Fcontractioncontraction Mpa25 Mpa25 200 200 200 200 C C Mpa25 Mpa25 >1,5m >1,5m 200>1,5m 200 200 200 >1,5m <2,0m <2,0m C C expansion expansion joint joint <2,0m <2,0m Mpa25 Mpa25 contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m contraction joint joint C C F Fcontraction 200 200 200 200 <2,0m <2,0m Mpa25 >1,5m Mpa25 >1,5m expansionexpansion joint joint joint C joint C <2,0m <2,0m F Fcontractioncontraction expansionexpansion joint joint >1,5m >1,5m joint joint Mpa25 contraction F Mpa25 Fcontraction <2,0m <2,0m expansionexpansion joint joint C C >1,5m200 >1,5m 200 200 200 contraction contraction joint joint F F <2,0m200<2,0m200 200 200 expansionexpansion joint joint joint contraction joint Fcontraction F >1,5m 200>1,5m 200 200 200 Mpa25 Mpa25<2,0m <2,0m Mpa25 200 Mpa25 200 200 200 expansionexpansion joint joint C C joint C joint C F Fcontractioncontraction Mpa25 200 Mpa25 200 200 200 >1,5m >1,5m >1,5m C C Mpa25 >1,5m Mpa25 <2,0m <2,0m 200 200 <2,0m200 <2,0m200 C C >1,5m >1,5m expansion expansion joint joint Mpa25 Mpa25 expansionexpansion joint joint contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m 200 Mpa25 200 200C 200C Mpa25 expansionexpansion joint joint <2,0m <2,0m joint joint F Fcontractioncontraction C C >1,5m >1,5m expansionexpansion joint joint <2,0m contraction joint joint F Mpa25 <2,0m Fcontraction Mpa25 >1,5m >1,5m expansionexpansion joint joint <2,0m <2,0m C C contraction joint250 F 250 250 Fcontraction 250 joint250 250 250 250 expansionexpansion joint joint >1,5m >1,5m joint joint F Fcontractioncontraction 250 <2,0m 250 250 250 <2,0m 150
Class C Medium
Detail a-a Detail a-a Detail2mm a-a Detail2mm a-a
>1,5m >1,5m Jcourse J compound B F F Sand Sand Concrete Concrete Sitting Sitting compound H Base H Base D Sub base Sub base C Concrete C Concrete haunch haunch G G course Asphalt Asphalt joint joint F a-aa-a Earth A Pavers AF Pavers <2,0m <2,0m I base Road base E Earth I G G Road >80 >80 E >1,5m >1,5m C Concrete C Concrete haunch haunch G G Asphalt Asphalt contraction contraction H course Base course D Sub Dbase Sub base H Base expansionexpansion joint joint <2,0m <2,0mjoint>80 F joint >80 J H H Sitting J compound B Sand B F Sand Concrete Concrete Sitting compound >1,5m >1,5m F F a-a a-a G G contraction Base H course Base course D Sub Dbase Sub base <2,0m <2,0m >80 >80 H contraction expansionexpansion joint joint I I C Concrete C Concrete haunch G G Asphalt jointAsphalt F F joint haunch 80 80 80 80 8080 >1,5m >1,5m a-a a-a H H contractioncontraction
100
Class B Light
Detail a-a Detail 2mm 2mma-a
contraction contraction
expansion expansion joint joint B D
80 80
Class A Extra Light
Legend Legend
80
Installation Detail
C
C
C
C
A B DD D B A D E EE B A D
A B D B A D E B A D
E B D A E D B E
E B D A E D B E
D E
D E
E
E
www.steelandtube.co.nz
www.civilproducts.com.au
info@civilproducts.com.au
ORCADRAIN
Architectural SS
SV300 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA SV300
Stainless steel edge polymer concrete channel system Directional arrows and channel marking
Uplock locking system
ASS3996:2006 Load Rating Load Rating GuideGuide Class A Extra Light
Outlet position marking for easy installation
Class B Light Class C Medium Class D Heavy
High density polymer concrete body
Class E
Extra Heavy Uplock locking setE
2mm Sealing groove for channel connection
Cast in Stainless steel edge rail
Class F Extra Heavy F
Structural ribs for increased strength
Class G Extra Heavy G
348mm 300mm
1000mm
325mm
300mm
326mm
Knockout for 150/250mm outlet
348mm
348mm 310mm
End cap
Orca SV300 Series-Stainless steel edge rail polymer concrete channel, 300mm c/o, Class D Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
SV300
600600
SV300 channel, 300mm C/O x 325 O/A SS edge, Class D
D210
300
Length Start depth End depth O/A(mm) (mm) (mm) 1000
0800 478 335
325
325
Cross sectional open area(mm2)
Weight (kg)
65057
60
Orca Polymer Concrete Properties Orca Drain SV300 series is manufactured from corrosion resistant polymer concrete with cast in Stainless steel edge rails. Orca polymer concrete is non flammable, frost proof and resistant to weathering and diluted acids and alkaliâ&#x20AC;&#x2122;s. Compressive Strength: 95 MPa Water Absorption: 0 - 0.06% Density: 2300 kg/m3 Mannings Roughness: n=0.011 Orca Drain SV300 grates lead the industry in design and quality. SV300 channel grates are engineered to meet the following standards: AS3996:2006 Access covers and grates AS4586:2013 Slip resistance of new pedestrian surfaces AS1428.1 Design for access and mobility
Smooth finish
Dotted finish
Griptech finish
R10
R11
R12
Slip resistant rating:
Slip resistant rating:
Slip resistant rating:
Grate Type
Name
Grating Finish
Description
Class Load
Width O/A(mm)
G310
Smooth
G315
Length Slot C/O(mm) width(mm)
Intake area (mm2) Per meter
Material
Weight (kg)
SS304 Heelguard grate to suit channel (5x5)
A10
334
1000
5
153200
SS304/ SS316
12
Dotted
SS304 Heelguard ant-slip grate to suit channel (5x5)
A10
334
1000
5
153200
SS304/ SS316
12
G318
Dotted
SS304 Heelguard ant-slip grate to suit channel (5x5)
B80
334
1000
5
153200
SS304/ SS316
15
G320
Griptech
SS304 Heelguard ant-slip grate to suit channel (6x6)
B80
334
1000
6
162000
SS304/ SS316
22
Class Load
Width C/O(mm)
Accessories Type
Name
CCP Part No.
Description
Length Slot C/O(mm) width(mm)
600692
600692
End Cap suit SV300
-
200
225
600695
600695
Uplock locking set pack p/m
-
-
-
Intake area (mm2) Per meter
Material
Weight (kg)
-
-
SS
0.2
-
-
SS
0.1
Installation Detail
Detail Detaila-a a-a
AA Pavers I I Road Roadbase base Pavers EE Earth Earth LegendLegend J J Sitting BB Sand FF Concrete Sand Concrete Sitting compound compound Legend Legend A Pavers A Pavers I base Road base E Earth E Earth I Road Legend CLegend C Concrete Concrete haunch haunch GG Asphalt Asphalt A Pavers A Pavers Road E E JI Road JI base B B F Earth F Earth Sand Sand Concrete Concrete Sitting compound Sittingbase compound HH Earth Base Base course course DLegend Sub base Legend AD Sub Abase Road base Pavers Pavers E E Earth JI Road JI base B B F F Sand Sand Sitting compound Sitting compound C Concrete C Concrete haunch haunch G Concrete G Concrete Asphalt Asphalt Legend Legend A Sand A Pavers JI Road JI base B B F Earth F Earth Sand Concrete Concrete Sitting compound Sittingbase compound Road E E C Pavers Concrete Cbase Concrete haunch G Base G course Asphalt Asphalt H H Base course D D Sub Sub base haunch >1,5m >1,5m A Pavers A Pavers <2,0m <2,0m I Road I base Road base E Earth E Earth >80 >80 C Concrete C Concrete haunch haunch G G Asphalt Asphalt J J B B F F Sand Sand Concrete Concrete Sitting compound Sitting compound Legend Legend H course Base course D SubD base Sub base H Base
Mpa25
Mpa25
Mpa25
Mpa25
C
250
C C
250
C
J
J Mpa25
HI
G I
G I
H
H
I GG
I J
G HH
G J H G J G HI
H G I I G HI H GI I H G
J H GI J I H G
H
Mpa25
I
I
Mpa25
G
200 Mpa25
200
Mpa25 200 Mpa25
200
Mpa25
200 Mpa25
Mpa25
80
C
150
150 C
100 100 100 100 100
C
C
200
200
C
C
G I
Mpa25
Mpa25
H
H
Mpa25
Mpa25
I
I
Mpa25
Mpa25
GG G
G
200 Mpa25
H G
I I G HI
G HI
H GI
H GI
I H G
I H G
HI
HI
G I
G I
H
H
I
I
200
200
200
200
Mpa25
200 C
CC
200 200 C
200
200
C
C
C 200
C 200
C
C
C
C
250 250 250 250
250
250
250
250
250
250 Mpa25 250 Mpa25
250C C C 250C
Mpa25 250 Mpa25 250
250C
Mpa25
Mpa25
Mpa25
Mpa25
250
B E A
B E A
DD A B D B A D EE
A B D B A D
E B A D
E B A D
E B D A E D B E
E B D A E D B E
AA BB
D E A E B A
A B DD D B A D EE E B A D
A B D B A D
E B D A E D B E
E B D A E D B E
E B A D
D E A AA
250 Mpa25 250 Mpa25 Mpa25 Mpa25
250
D E A
BB
A
E B BB E B A A C
Mpa25
D AA E A
D E
C
Mpa25
Mpa25
A E D B E
E B A
200 Mpa25
250
E B D
A E D B E
C
200
250
E D B A
E B D
C
200
250 250 250
E D B A
D E
200 200 200 200 200 200 200
G I
B A D
A
200
Mpa25 Mpa25 Mpa25 200 Mpa25 200
A D B
B EE A D
C
200
HI
E B A
A D B
C
C
200
HI
E B DD A
C 200
C
200 200 200 200
I H G
A
C 200
200
H GI
D E
BB
200
200 200 200
H GI
D AA E A
200
Mpa25
C
C
E D B A
150 C Solid Solid edge edge block block 150 150 150 C mortar 150 C Mpa25 Mpa25 Non-shrink Non-shrink Solid edgeSolid blockmortar edge block Non-shrink Non-shrink mortar C Cmortar J Mpa25 Mpa25 Solid edgeSolid blockedge block 150 150 150 150 C Non-shrink Non-shrink mortar mortar J Solid edgeSolid blockedgeCblock Mpa25 Mpa25 Non-shrinkNon-shrink mortar mortar J Solid edgeSolid blockedge block C 200 C 200 200 Non-shrink200 Non-shrink mortar mortar J Solid edge Solid blockedge 200 200 200 200block Non-shrinkNon-shrink mortar mortar J 200 200 200 Mpa25 Mpa25 200 Solid edgeSolid blockedge block Mpa25 200 Mpa25 200 200 C C 200 Non-shrinkNon-shrink mortar mortar J
H
G HI
80
100 100
Mpa25 150 150 C
Mpa25 200
H G
B A D
C C 150
Mpa25 150
HIJ
A D B
E D B A
C
150 150 C
Mpa25
G I
GG G HH H G I I G HI
150 150 Mpa25
Mpa25
HI
E B A
A D B B EE A D
150 150
150 150 150 Mpa25 Mpa25
G I
E B DD A
C
C
100
C
C
150 150
J J
D E A
E B D
Mpa25
150
BB
A E D B E
100 100
150 Mpa25
AA
A E D B E
100
HI
D E
100 C
150 150 150 150 150
I H G
C
100 100 C
200 200 200 200 200
H GI
I H G
A E D B E
E B D
Mpa25 C
Mpa25
C
A E D B E
C
Mpa25
100
E B D
C
E D B A
100
200
H GI
100
B A D
100 100 Mpa25 C
200 200 200 200 200 200 200
G HI
J 100 Mpa25
A D B
C
C
100
EE
A B A
E B D
C C100
100 100
200
G HI
100 100
DD
E D B A
100
Mpa25 C
BB
C
A
C
Mpa25
100
Mpa25
80
100 100
100
I
80
C
Mpa15
Mpa25
I
H G
80
J
100Mpa25 100 100 J Mpa25
Mpa25
80a-a
80
J
J
80 80
80 80 80 80 80
J
H
G
8080
100 100
B A D
a-a
200
100 100 100 100 100 100
150 150 150 150 150 150
200 200 200 200 200
250 C
C
J
J Mpa15
H
HI I G
Mpa15 C
250 250 250 250 250 250 250
250
250 C
Mpa15
C
J 80
I H
80
8080 C Mpa15
J
G I
200 200 200 200 200
Mpa25
250 CC C 250 C
80 Mpa15
I H
GH H
Mpa15 8080a-a
A D B
a-a
80
Mpa15 C
Mpa15 80 J J
a-a
8080
Mpa15
G I
200
200
I H G
200 200 200 200 200 200 200
250
Mpa25
C
0800 478 335
H GI
I H G
200
250 250 250 250 250
250
H GI
HH H G
250
Mpa25
I G H
80
CC
8080 Mpa15
250
80 80 80 80 80
80 80 80
100 100 100 100 100 100 100
150 150 150 150 150 150 150
200 200 200 200 200200 200
250
H G
I G H
I H G
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F Mpa25
I I H G
80
a-a
80 Mpa15
150
G
B A
200 200 200 200 200
HH G
a-a
200
I
a-a
Mpa15 Mpa15 80 8080
I G H
250 250 250 250 250
H
IG G
A
250C
C
C
250C
250C
250
H
a-a
80 80
G I
a-a 8080
80
G I
a-a
100 100 100 100 100
I H
2mm 2mmA A
a-a
100
I H
GG
a-aa-a
150 150
I H G
250 Mpa25 250 Mpa25
1300 80 80 20
2mm 2mm
Detail2mm a-a Detail2mm a-a
150 150 150 150 150
I H G
250
Class G Extra Heavy G
2mm 2mm
Detail a-a Detail a-a
150
H GI
80
80 80
H GI
250 250 250 250 250 250 250
Class E Extra Heavy E
Detail2mm a-a Detail2mm a-a
G
course I G H
200
Class D Heavy
G
80
expansionexpansion joint joint <2,0m <2,0m >80 F F joint>80 a-ajoint a-a course H Base D Sub D base Sub base H Base >1,5m >1,5m Mpa15 Mpa15 contraction 80 8080 contraction 80 expansionexpansion joint joint <2,0m <2,0m >80 >80 joint F F joint a-a a-a C C 80 contraction 80 8080 contraction Mpa15 expansionexpansion joint joint >1,5m Mpa15 >1,5m F F joint a-ajoint a-a <2,0m <2,0m 80 8080 80 >80 >80 Mpa15 Mpa15 C C contractioncontraction expansionexpansion joint joint Mpa15 80 F jointMpa15 8080a-ajoint 80a-a F >1,5m >1,5m C C <2,0m <2,0m 80 8080 C 80 C Mpa15 Mpa15 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint joint <2,0m Mpa15 <2,0m Mpa15 C C 80 8080 80 >1,5m >1,5m expansionexpansion joint joint F F contractioncontraction joint joint <2,0m <2,0m C C >1,5m >1,5m expansionexpansion joint joint Mpa15 Mpa15 <2,0m <2,0m F F contractioncontraction joint joint 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m C C F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 >1,5m Mpa25 >1,5m 100 expansionexpansion joint joint Mpa25 F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 C C 100 expansionexpansion joint joint Mpa25 Mpa25 F F contractioncontraction joint joint >1,5m >1,5m 100 100 100 100 <2,0m Mpa25 <2,0m Mpa25 C C expansionexpansion joint joint 100 F contraction 100 100 contraction 100 joint F joint Mpa25 Mpa25 C C >1,5m >1,5m 100 100 100 C 100 C <2,0m <2,0m Mpa25 Mpa25 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint C C Mpa25 Mpa25 joint <2,0m <2,0m 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint C C <2,0m <2,0m >1,5m >1,5m expansionexpansion joint joint Mpa25 Mpa25 Fcontractioncontraction F <2,0m <2,0m joint joint expansionexpansion joint joint >1,5m >1,5m C C Fcontractioncontraction F joint joint <2,0m 150 <2,0m 150 150 150 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint 150 150 150 150 <2,0m <2,0m Mpa25 Mpa25 expansionexpansion joint joint F Fcontractioncontraction joint joint 150 150 150 >1,5mMpa25 >1,5mMpa25 C C 150 <2,0m <2,0m 150 150 150 150 expansionexpansion joint joint C C Mpa25 contraction F Mpa25 Fcontraction joint joint >1,5m >1,5m 150 150 150 C 150 C Mpa25 Mpa25 <2,0m <2,0m >1,5m >1,5m 150 150 150 C 150 C expansion expansion joint joint <2,0mMpa25 <2,0mMpa25 contraction contraction joint joint F F >1,5m >1,5m expansionexpansion joint joint C Mpa25 Mpa25 contraction joint joint C <2,0m <2,0m F Fcontraction >1,5m 150 >1,5m 150 150 150 expansionexpansion joint joint C C <2,0m <2,0m joint joint F Fcontractioncontraction expansionexpansion joint joint >1,5mMpa25 >1,5mMpa25 contraction contraction joint joint F F <2,0m <2,0m C C >1,5m200 >1,5m 200 200 200 expansionexpansion joint joint joint joint <2,0m F Fcontraction 200<2,0m 200 contraction 200 200 expansionexpansion joint joint contraction joint joint >1,5m F Fcontraction 200>1,5m 200 200 200 Mpa25 Mpa25 <2,0m <2,0m Mpa25 Mpa25 200 200 200 200 CC expansionexpansion joint joint joint C joint C F Fcontractioncontraction Mpa25 Mpa25 200 200 200 200 C C Mpa25 Mpa25 >1,5m >1,5m 200>1,5m 200 200 200 >1,5m <2,0m <2,0m C C expansion expansion joint joint <2,0m <2,0m Mpa25 Mpa25 contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m contraction joint joint C C F Fcontraction 200 200 200 200 <2,0m <2,0m Mpa25 >1,5m Mpa25 >1,5m expansionexpansion joint joint joint C joint C <2,0m <2,0m F Fcontractioncontraction expansionexpansion joint joint >1,5m >1,5m joint joint Mpa25 contraction F Mpa25 Fcontraction <2,0m <2,0m expansionexpansion joint joint C C >1,5m200 >1,5m 200 200 200 contraction contraction joint joint F F <2,0m200<2,0m200 200 200 expansionexpansion joint joint joint contraction joint Fcontraction F >1,5m 200>1,5m 200 200 200 Mpa25 Mpa25<2,0m <2,0m Mpa25 200 Mpa25 200 200 200 expansionexpansion joint joint C C joint C joint C F Fcontractioncontraction Mpa25 200 Mpa25 200 200 200 >1,5m >1,5m >1,5m C C Mpa25 >1,5m Mpa25 <2,0m <2,0m 200 200 <2,0m200 <2,0m200 C C >1,5m >1,5m expansion expansion joint joint Mpa25 Mpa25 expansionexpansion joint joint contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m 200 Mpa25 200 200C 200C Mpa25 expansionexpansion joint joint <2,0m <2,0m joint joint F Fcontractioncontraction C C >1,5m >1,5m expansionexpansion joint joint <2,0m contraction joint joint F Mpa25 <2,0m Fcontraction Mpa25 >1,5m >1,5m expansionexpansion joint joint <2,0m <2,0m C C contraction joint250 F 250 250 Fcontraction 250 joint250 250 250 250 expansionexpansion joint joint >1,5m >1,5m joint joint F Fcontractioncontraction 250 <2,0m 250 250 250 <2,0m 150
Class C Medium
Detail a-a Detail a-a Detail2mm a-a Detail2mm a-a
>1,5m >1,5m Jcourse J compound B F F Sand Sand Concrete Concrete Sitting Sitting compound H Base H Base D Sub base Sub base C Concrete C Concrete haunch haunch G G course Asphalt Asphalt joint joint F a-aa-a Earth A Pavers AF Pavers <2,0m <2,0m I base Road base E Earth I G G Road >80 >80 E >1,5m >1,5m C Concrete C Concrete haunch haunch G G Asphalt Asphalt contraction contraction H course Base course D Sub Dbase Sub base H Base expansionexpansion joint joint <2,0m <2,0mjoint>80 F joint >80 J H H Sitting J compound B Sand B F Sand Concrete Concrete Sitting compound >1,5m >1,5m F F a-a a-a G G contraction Base H course Base course D Sub Dbase Sub base <2,0m <2,0m >80 >80 H contraction expansionexpansion joint joint I I C Concrete C Concrete haunch G G Asphalt jointAsphalt F F joint haunch 80 80 80 80 8080 >1,5m >1,5m a-a a-a H H contractioncontraction
100
Class B Light
Detail a-a Detail 2mm 2mma-a
contraction contraction
expansion expansion joint joint B D
80 80
Class A Extra Light
Legend Legend
C
C
C
C
A B DD D B A D E EE B A D
A B D B A D E B A D
E B D A E D B E
E B D A E D B E
D E
D E
E
E
www.steelandtube.co.nz
www.civilproducts.com.au
info@civilproducts.com.au
ORCADRAIN
Architectural SS
SH100 Polymer concrete channel range
ORCA Civil Products www.steelandtube.co.nz
ORCA SH100
Stainless edge rail polymer concrete channel system Wide selection of grates
Directional arrows and channel marking
ASS3996:2006 Load Rating Load Rating GuideGuide
Uplock locking system
Class A Extra Light
Outlet position marking for easy installation
Class B Light Class C Medium Class D Heavy
High density polymer concrete body 2mm Sealing groove for channel connection
Class E Extra Heavy E
Cast in stainless steel edge rail
Class F Extra Heavy F
Uplock Class G locking Extra Heavy G
set
1000mm 80-100mm Knockout for 100mm outlet
130mm 100mm
130mm 80-100mm
130mm
100mm End cap
Orca SH100 Series-Stainless edge rail polymer concrete channel,100mm C/O, Class D Polymer concrete channel type
Class Load
Width C/O(mm)
SH100-100 600027
SH100-100 channel, 100mm C/O x 100D O/A SS edge, Class D
D210
100
1000
100
600025
SH100-80 channel, 100mm C/O x 80D O/A SS edge, Class D
D210
100
1000
80
Name
SH100-80
CCP Part No.
Length Start depth End depth O/A(mm) (mm) (mm)
0800 478 335
Cross sectional open area(mm2)
Weight (kg)
100
6252
12.5
80
4309
9
Orca Polymer Concrete Properties Orca Drain SH100 series is manufactured from corrosion resistant polymer concrete with cast in stainless steel edge rails. Orca polymer concrete is non flammable, frost proof and resistant to weathering and diluted acids and alkaliâ&#x20AC;&#x2122;s. Compressive Strength: 95 MPa Water Absorption: 0 - 0.06% Density: 2300 kg/m3 Mannings Roughness: n=0.011 Orca Drain SH100 grates lead the industry in design and quality. SH100 channel grates are engineered to meet the following standards: AS3996:2006 Access covers and grates AS4586:2013 Slip resistance of new pedestrian surfaces AS1428.1 Design for access and mobility
Smooth finish
Dotted finish
Griptech finish
R10
R11
R12
Slip resistant rating:
Slip resistant rating:
Slip resistant rating:
Grate Type
Intake area (mm2) Per meter
Material
Weight (kg)
5
58951
SS304/ SS316
6
1000
5
58951
SS304/ SS316
6.5
124
1000
6
50100
SS304/ SS316
8
B80
124
1000
6
50100
SS316
8
Stainless Heelguard topslot unit
C150
124
1000
6
21117
SS304
5
Class Load
Width C/O(mm)
Intake area (mm2) Per metre
Material
Weight (kg)
CCP Part No.
Grating Finish
Description
Class Load
Width O/A(mm)
G110
Smooth
G118
Length Slot C/O(mm) width(mm)
Stainless Heelguard grate to suit channel (5x5)
A10
124
1000
Dotted
Stainless Heelguard ant-slip grate to suit channel (5x5)
B80
124
G120
Griptech
Stainless Heelguard ant-slip grate to suit channel (6x6)
B80
G123
Smooth
Stainless Heelguard grate to suit channel (6x6)
G150
-
Accessories Type
Name
CCP Part No.
Description
Length Slot C/O(mm) width(mm)
600013
600013
End Cap multi-depth suit SH100
-
130
100
-
-
SS
0.1
600495
600495
Uplock locking set pack p/m
-
100
-
-
-
Galv
0.1
Detail Detaila-a a-a
AA Pavers I I Road Roadbase base Pavers EE Earth Earth LegendLegend J J Sitting BB Sand FF Concrete Sand Concrete Sitting compound compound Legend Legend A Pavers A Pavers I base Road base E Earth E Earth I Road Legend CLegend C Concrete Concrete haunch haunch GG Asphalt Asphalt A Pavers A Pavers Road E E JI Road JI base B B F Earth F Earth Sand Sand Concrete Concrete Sitting compound Sittingbase compound HH Earth Base Base course course DLegend Sub base Legend AD Sub Abase Road base Pavers Pavers E E Earth JI Road JI base B B F F Sand Sand Sitting compound Sitting compound C Concrete C Concrete haunch haunch G Concrete G Concrete Asphalt Asphalt Legend Legend A Sand A Pavers JI Road JI base B B F Earth F Earth Sand Concrete Concrete Sitting compound Sittingbase compound Road E E C Pavers Concrete Cbase Concrete haunch G Base G course Asphalt Asphalt H H Base course D D Sub Sub base haunch >1,5m >1,5m A Pavers A Pavers <2,0m <2,0m I Road I base Road base E Earth E Earth >80 >80 C Concrete C Concrete haunch haunch G G Asphalt Asphalt J J B B F F Sand Sand Concrete Concrete Sitting compound Sitting compound Legend Legend H course Base course D SubD base Sub base H Base
Mpa25
Mpa25
Mpa25
Mpa25
C
250
C C
250
C
J
J Mpa25
HI
G I
G I
H
H
I GG
I J
G HH
G J H G J G HI
H G I I G HI H GI I H G
J H GI J I H G
H
Mpa25
I
I
Mpa25
G
200 Mpa25
200
Mpa25 200 Mpa25
200
Mpa25
200 Mpa25
Mpa25
80
C
150
150 C
100 100 100 100 100
C
C
200
200
C
C
G I
Mpa25
Mpa25
H
H
Mpa25
Mpa25
I
I
Mpa25
Mpa25
GG G
G
200 Mpa25
H G
I I G HI
G HI
H GI
H GI
I H G
I H G
HI
HI
G I
G I
H
H
I
I
200
200
200
200
Mpa25
200 C
CC
200 200 C
200
200
C
C
C 200
C 200
C
C
C
C
250 250 250 250
250
250
250
250
250
250 Mpa25 250 Mpa25
250C C C 250C
Mpa25 250 Mpa25 250
250C
Mpa25
Mpa25
Mpa25
Mpa25
250
B E A
B E A
DD A B D B A D EE
A B D B A D
E B A D
E B A D
E B D A E D B E
E B D A E D B E
AA BB
D E A E B A
A B DD D B A D EE E B A D
A B D B A D
E B D A E D B E
E B D A E D B E
E B A D
D E A AA
250 Mpa25 250 Mpa25 Mpa25 Mpa25
250
D E A
BB
A
E B BB E B A A C
Mpa25
D AA E A
D E
C
Mpa25
Mpa25
A E D B E
E B A
200 Mpa25
250
E B D
A E D B E
C
200
250
E D B A
E B D
C
200
250 250 250
E D B A
D E
200 200 200 200 200 200 200
G I
B A D
A
200
Mpa25 Mpa25 Mpa25 200 Mpa25 200
A D B
B EE A D
C
200
HI
E B A
A D B
C
C
200
HI
E B DD A
C 200
C
200 200 200 200
I H G
A
C 200
200
H GI
D E
BB
200
200 200 200
H GI
D AA E A
200
Mpa25
C
C
E D B A
150 C Solid Solid edge edge block block 150 150 150 C mortar 150 C Mpa25 Mpa25 Non-shrink Non-shrink Solid edgeSolid blockmortar edge block Non-shrink Non-shrink mortar C Cmortar J Mpa25 Mpa25 Solid edgeSolid blockedge block 150 150 150 150 C Non-shrink Non-shrink mortar mortar J Solid edgeSolid blockedgeCblock Mpa25 Mpa25 Non-shrinkNon-shrink mortar mortar J Solid edgeSolid blockedge block C 200 C 200 200 Non-shrink200 Non-shrink mortar mortar J Solid edge Solid blockedge 200 200 200 200block Non-shrinkNon-shrink mortar mortar J 200 200 200 Mpa25 Mpa25 200 Solid edgeSolid blockedge block Mpa25 200 Mpa25 200 200 C C 200 Non-shrinkNon-shrink mortar mortar J
H
G HI
80
100 100
Mpa25 150 150 C
Mpa25 200
H G
B A D
C C 150
Mpa25 150
HIJ
A D B
E D B A
C
150 150 C
Mpa25
G I
GG G HH H G I I G HI
150 150 Mpa25
Mpa25
HI
E B A
A D B B EE A D
150 150
150 150 150 Mpa25 Mpa25
G I
E B DD A
C
C
100
C
C
150 150
J J
D E A
E B D
Mpa25
150
BB
A E D B E
100 100
150 Mpa25
AA
A E D B E
100
HI
D E
100 C
150 150 150 150 150
I H G
C
100 100 C
200 200 200 200 200
H GI
I H G
A E D B E
E B D
Mpa25 C
Mpa25
C
A E D B E
C
Mpa25
100
E B D
C
E D B A
100
200
H GI
100
B A D
100 100 Mpa25 C
200 200 200 200 200 200 200
G HI
J 100 Mpa25
A D B
C
C
100
EE
A B A
E B D
C C100
100 100
200
G HI
100 100
DD
E D B A
100
Mpa25 C
BB
C
A
C
Mpa25
100
Mpa25
80
100 100
100
I
80
C
Mpa15
Mpa25
I
H G
80
J
100Mpa25 100 100 J Mpa25
Mpa25
80a-a
80
J
J
80 80
80 80 80 80 80
J
H
G
8080
100 100
B A D
a-a
200
100 100 100 100 100 100
150 150 150 150 150 150
200 200 200 200 200
250 C
C
J
J Mpa15
H
HI I G
Mpa15 C
250 250 250 250 250 250 250
250
250 C
Mpa15
C
J 80
I H
80
8080 C Mpa15
J
G I
200 200 200 200 200
Mpa25
250 CC C 250 C
80 Mpa15
I H
GH H
Mpa15 8080a-a
A D B
a-a
80
Mpa15 C
Mpa15 80 J J
a-a
8080
Mpa15
G I
200
200
I H G
200 200 200 200 200 200 200
250
Mpa25
C
0800 478 335
H GI
I H G
200
250 250 250 250 250
250
H GI
HH H G
250
Mpa25
I G H
80
CC
8080 Mpa15
250
80 80 80 80 80
80 80 80
100 100 100 100 100 100 100
150 150 150 150 150 150 150
200 200 200 200 200200 200
250
H G
I G H
I H G
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F Mpa25
I I H G
80
a-a
80 Mpa15
150
G
B A
200 200 200 200 200
HH G
a-a
200
I
a-a
Mpa15 Mpa15 80 8080
I G H
250 250 250 250 250
H
IG G
A
250C
C
C
250C
250C
250
H
a-a
80 80
G I
a-a 8080
80
G I
a-a
100 100 100 100 100
I H
2mm 2mmA A
a-a
100
I H
GG
a-aa-a
150 150
I H G
250 Mpa25 250 Mpa25
1300 80 80 20
2mm 2mm
Detail2mm a-a Detail2mm a-a
150 150 150 150 150
I H G
250
Class G Extra Heavy G
2mm 2mm
Detail a-a Detail a-a
150
H GI
80
H GI
250 250 250 250 250 250 250
Class E Extra Heavy E
Detail2mm a-a Detail2mm a-a
G
course I G H
200
Class D Heavy
G
80 80
expansionexpansion joint joint <2,0m <2,0m >80 F F joint>80 a-ajoint a-a course H Base D Sub D base Sub base H Base >1,5m >1,5m Mpa15 Mpa15 contraction 80 8080 contraction 80 expansionexpansion joint joint <2,0m <2,0m >80 >80 joint F F joint a-a a-a C C 80 contraction 80 8080 contraction Mpa15 expansionexpansion joint joint >1,5m Mpa15 >1,5m F F joint a-ajoint a-a <2,0m <2,0m 80 8080 80 >80 >80 Mpa15 Mpa15 C C contractioncontraction expansionexpansion joint joint Mpa15 80 F jointMpa15 8080a-ajoint 80a-a F >1,5m >1,5m C C <2,0m <2,0m 80 8080 C 80 C Mpa15 Mpa15 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint joint <2,0m Mpa15 <2,0m Mpa15 C C 80 8080 80 >1,5m >1,5m expansionexpansion joint joint F F contractioncontraction joint joint <2,0m <2,0m C C >1,5m >1,5m expansionexpansion joint joint Mpa15 Mpa15 <2,0m <2,0m F F contractioncontraction joint joint 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m C C F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 >1,5m Mpa25 >1,5m 100 expansionexpansion joint joint Mpa25 F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 C C 100 expansionexpansion joint joint Mpa25 Mpa25 F F contractioncontraction joint joint >1,5m >1,5m 100 100 100 100 <2,0m Mpa25 <2,0m Mpa25 C C expansionexpansion joint joint 100 F contraction 100 100 contraction 100 joint F joint Mpa25 Mpa25 C C >1,5m >1,5m 100 100 100 C 100 C <2,0m <2,0m Mpa25 Mpa25 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint C C Mpa25 Mpa25 joint <2,0m <2,0m 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint C C <2,0m <2,0m >1,5m >1,5m expansionexpansion joint joint Mpa25 Mpa25 Fcontractioncontraction F <2,0m <2,0m joint joint expansionexpansion joint joint >1,5m >1,5m C C Fcontractioncontraction F joint joint <2,0m 150 <2,0m 150 150 150 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint 150 150 150 150 <2,0m <2,0m Mpa25 Mpa25 expansionexpansion joint joint F Fcontractioncontraction joint joint 150 150 150 >1,5mMpa25 >1,5mMpa25 C C 150 <2,0m <2,0m 150 150 150 150 expansionexpansion joint joint C C Mpa25 contraction F Mpa25 Fcontraction joint joint >1,5m >1,5m 150 150 150 C 150 C Mpa25 Mpa25 <2,0m <2,0m >1,5m >1,5m 150 150 150 C 150 C expansion expansion joint joint <2,0mMpa25 <2,0mMpa25 contraction contraction joint joint F F >1,5m >1,5m expansionexpansion joint joint C Mpa25 Mpa25 contraction joint joint C <2,0m <2,0m F Fcontraction >1,5m 150 >1,5m 150 150 150 expansionexpansion joint joint C C <2,0m <2,0m joint joint F Fcontractioncontraction expansionexpansion joint joint >1,5mMpa25 >1,5mMpa25 contraction contraction joint joint F F <2,0m <2,0m C C >1,5m200 >1,5m 200 200 200 expansionexpansion joint joint joint joint <2,0m F Fcontraction 200<2,0m 200 contraction 200 200 expansionexpansion joint joint contraction joint joint >1,5m F Fcontraction 200>1,5m 200 200 200 Mpa25 Mpa25 <2,0m <2,0m Mpa25 Mpa25 200 200 200 200 CC expansionexpansion joint joint joint C joint C F Fcontractioncontraction Mpa25 Mpa25 200 200 200 200 C C Mpa25 Mpa25 >1,5m >1,5m 200>1,5m 200 200 200 >1,5m <2,0m <2,0m C C expansion expansion joint joint <2,0m <2,0m Mpa25 Mpa25 contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m contraction joint joint C C F Fcontraction 200 200 200 200 <2,0m <2,0m Mpa25 >1,5m Mpa25 >1,5m expansionexpansion joint joint joint C joint C <2,0m <2,0m F Fcontractioncontraction expansionexpansion joint joint >1,5m >1,5m joint joint Mpa25 contraction F Mpa25 Fcontraction <2,0m <2,0m expansionexpansion joint joint C C >1,5m200 >1,5m 200 200 200 contraction contraction joint joint F F <2,0m200<2,0m200 200 200 expansionexpansion joint joint joint contraction joint Fcontraction F >1,5m 200>1,5m 200 200 200 Mpa25 Mpa25<2,0m <2,0m Mpa25 200 Mpa25 200 200 200 expansionexpansion joint joint C C joint C joint C F Fcontractioncontraction Mpa25 200 Mpa25 200 200 200 >1,5m >1,5m >1,5m C C Mpa25 >1,5m Mpa25 <2,0m <2,0m 200 200 <2,0m200 <2,0m200 C C >1,5m >1,5m expansion expansion joint joint Mpa25 Mpa25 expansionexpansion joint joint contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m 200 Mpa25 200 200C 200C Mpa25 expansionexpansion joint joint <2,0m <2,0m joint joint F Fcontractioncontraction C C >1,5m >1,5m expansionexpansion joint joint <2,0m contraction joint joint F Mpa25 <2,0m Fcontraction Mpa25 >1,5m >1,5m expansionexpansion joint joint <2,0m <2,0m C C contraction joint250 F 250 250 Fcontraction 250 joint250 250 250 250 expansionexpansion joint joint >1,5m >1,5m joint joint F Fcontractioncontraction 250 <2,0m 250 250 250 <2,0m 150
Class C Medium
Detail a-a Detail a-a Detail2mm a-a Detail2mm a-a
>1,5m >1,5m Jcourse J compound B F F Sand Sand Concrete Concrete Sitting Sitting compound H Base H Base D Sub base Sub base C Concrete C Concrete haunch haunch G G course Asphalt Asphalt joint joint F a-aa-a Earth A Pavers AF Pavers <2,0m <2,0m I base Road base E Earth I G G Road >80 >80 E >1,5m >1,5m C Concrete C Concrete haunch haunch G G Asphalt Asphalt contraction contraction H course Base course D Sub Dbase Sub base H Base expansionexpansion joint joint <2,0m <2,0mjoint>80 F joint >80 J H H Sitting J compound B Sand B F Sand Concrete Concrete Sitting compound >1,5m >1,5m F F a-a a-a G G contraction Base H course Base course D Sub Dbase Sub base <2,0m <2,0m >80 >80 H contraction expansionexpansion joint joint I I C Concrete C Concrete haunch G G Asphalt jointAsphalt F F joint haunch 80 80 80 80 8080 >1,5m >1,5m a-a a-a H H contractioncontraction
100
Class B Light
Detail a-a Detail 2mm 2mma-a
contraction contraction
expansion expansion joint joint B D
80 80
Class A Extra Light
Legend Legend
80
Installation Detail
C
C
C
C
A B DD D B A D E EE B A D
A B D B A D E B A D
E B D A E D B E
E B D A E D B E
D E
D E
E
E
www.steelandtube.co.nz
www.civilproducts.com.au
info@civilproducts.com.au
ORCADRAIN
Architectural SS
SH200 Polymer concrete channel range
ORCA Civil Products www.steelandtube.co.nz
ORCA SH200
Stainless steel edge polymer concrete channel system Wide selection of grates
ASS3996:2006 Load Rating Load Rating GuideGuide
Directional arrows and channel marking
Uplock locking system
Class A Extra Light Class B Light
Outlet position marking for easy installation
Class C Medium Class D Heavy Class E Extra Heavy E
High density polymer concrete body
Class F Extra Heavy F
Cast in Stainless steel edge rail
2mm Sealing groove for channel connection
Class G Extra Heavy G
1000mm
Uplock locking system
130mm 248mm 200mm 130mm Knockout for 100/150mm outlet
248mm 248mm
110mm End cap
Orca SH200 Series-Stainless steel edge rail polymer concrete channel, 200mm c/o, Class D Name
CCP Part No.
SH200-130 600015
Polymer concrete channel type
Class Load
Width C/O(mm)
SH200-130 channel, 200mm c/o x 130 o/a deep SS edge, Class D
D210
200
Length Start depth End depth O/A(mm) (mm) (mm) 1000
0800 478 335
130
130
Cross sectional open area(mm2)
Weight (kg)
14882
28
Orca Polymer Concrete Properties Orca Drain SH200 series is manufactured from corrosion resistant polymer concrete with cast in Stainless steel edge rails. Orca polymer concrete is non flammable, frost proof and resistant to weathering and diluted acids and alkaliâ&#x20AC;&#x2122;s. Compressive Strength: 95 MPa Water Absorption: 0 - 0.06% Density: 2300 kg/m3 Mannings Roughness: n=0.011 Orca Drain SH200 grates lead the industry in design and quality. SH200 channel grates are engineered to meet the following standards: AS3996:2006 Access covers and grates AS4586:2013 Slip resistance of new pedestrian surfaces AS1428.1 Design for access and mobility
Smooth finish
Dotted finish
Griptech finish
R10
R11
R12
Slip resistant rating:
Slip resistant rating:
Slip resistant rating:
Grate Type
Name
Grating Finish
Description
G210
Smooth
G215
Intake area (mm2) Per meter
Material
Weight (kg)
5
105680
SS304/ SS316
8
1000
5
105680
SS304/ SS316
8
234
1000
5
105680
SS304/ SS316
9
B80
234
1000
6
114000
SS304/ SS316
15
B80
234
1000
6
114000
SS304/ SS316
15
Class Load
Width C/O(mm)
Class Load
Width O/A(mm)
Length Slot C/O(mm) width(mm)
Stainless Heelguard grate to suit channel (5x5)
A10
234
1000
Dotted
Stainless Heelguard ant-slip grate to suit channel (5x5)
A10
234
G218
Dotted
Stainless Heelguard ant-slip grate to suit channel (5x5)
B80
G220
Griptech
Stainless Heelguard ant-slip grate to suit channel (6x6)
G223
Smooth
Stainless Heelguard grate to suit channel (6x6)
Accessories Type
Name
CCP Part No.
Description
600592
600592
End Cap suit SV200
-
200
225
600595
600595
Uplock locking set pack p/m
-
-
-
Intake area (mm2) Per meter
Material
Weight (kg)
-
-
SS
0.1
-
-
SS
0.1
Length Slot C/O(mm) width(mm)
Detail Detaila-a a-a
AA Pavers I I Road Roadbase base Pavers EE Earth Earth LegendLegend J J Sitting BB Sand FF Concrete Sand Concrete Sitting compound compound Legend Legend A Pavers A Pavers I base Road base E Earth E Earth I Road Legend CLegend C Concrete Concrete haunch haunch GG Asphalt Asphalt A Pavers A Pavers Road E E JI Road JI base B B F Earth F Earth Sand Sand Concrete Concrete Sitting compound Sittingbase compound HH Earth Base Base course course DLegend Sub base Legend AD Sub Abase Road base Pavers Pavers E E Earth JI Road JI base B B F F Sand Sand Sitting compound Sitting compound C Concrete C Concrete haunch haunch G Concrete G Concrete Asphalt Asphalt Legend Legend A Sand A Pavers JI Road JI base B B F Earth F Earth Sand Concrete Concrete Sitting compound Sittingbase compound Road E E C Pavers Concrete Cbase Concrete haunch G Base G course Asphalt Asphalt H H Base course D D Sub Sub base haunch >1,5m >1,5m A Pavers A Pavers <2,0m <2,0m I Road I base Road base E Earth E Earth >80 >80 C Concrete C Concrete haunch haunch G G Asphalt Asphalt J J B B F F Sand Sand Concrete Concrete Sitting compound Sitting compound Legend Legend H course Base course D SubD base Sub base H Base
Mpa25
Mpa25
Mpa25
Mpa25
C
250
C C
250
C
J
J Mpa25
HI
G I
G I
H
H
I GG
I J
G HH
G J H G J G HI
H G I I G HI H GI I H G
J H GI J I H G
H
Mpa25
I
I
Mpa25
G
200 Mpa25
200
Mpa25 200 Mpa25
200
Mpa25
200 Mpa25
Mpa25
80
C
150
150 C
100 100 100 100 100
C
C
200
200
C
C
G I
Mpa25
Mpa25
H
H
Mpa25
Mpa25
I
I
Mpa25
Mpa25
GG G
G
200 Mpa25
H G
I I G HI
G HI
H GI
H GI
I H G
I H G
HI
HI
G I
G I
H
H
I
I
200
200
200
200
Mpa25
200 C
CC
200 200 C
200
200
C
C
C 200
C 200
C
C
C
C
250 250 250 250
250
250
250
250
250
250 Mpa25 250 Mpa25
250C C C 250C
Mpa25 250 Mpa25 250
250C
Mpa25
Mpa25
Mpa25
Mpa25
250
B E A
B E A
DD A B D B A D EE
A B D B A D
E B A D
E B A D
E B D A E D B E
E B D A E D B E
AA BB
D E A E B A
A B DD D B A D EE E B A D
A B D B A D
E B D A E D B E
E B D A E D B E
E B A D
D E A AA
250 Mpa25 250 Mpa25 Mpa25 Mpa25
250
D E A
BB
A
E B BB E B A A C
Mpa25
D AA E A
D E
C
Mpa25
Mpa25
A E D B E
E B A
200 Mpa25
250
E B D
A E D B E
C
200
250
E D B A
E B D
C
200
250 250 250
E D B A
D E
200 200 200 200 200 200 200
G I
B A D
A
200
Mpa25 Mpa25 Mpa25 200 Mpa25 200
A D B
B EE A D
C
200
HI
E B A
A D B
C
C
200
HI
E B DD A
C 200
C
200 200 200 200
I H G
A
C 200
200
H GI
D E
BB
200
200 200 200
H GI
D AA E A
200
Mpa25
C
C
E D B A
150 C Solid Solid edge edge block block 150 150 150 C mortar 150 C Mpa25 Mpa25 Non-shrink Non-shrink Solid edgeSolid blockmortar edge block Non-shrink Non-shrink mortar C Cmortar J Mpa25 Mpa25 Solid edgeSolid blockedge block 150 150 150 150 C Non-shrink Non-shrink mortar mortar J Solid edgeSolid blockedgeCblock Mpa25 Mpa25 Non-shrinkNon-shrink mortar mortar J Solid edgeSolid blockedge block C 200 C 200 200 Non-shrink200 Non-shrink mortar mortar J Solid edge Solid blockedge 200 200 200 200block Non-shrinkNon-shrink mortar mortar J 200 200 200 Mpa25 Mpa25 200 Solid edgeSolid blockedge block Mpa25 200 Mpa25 200 200 C C 200 Non-shrinkNon-shrink mortar mortar J
H
G HI
80
100 100
Mpa25 150 150 C
Mpa25 200
H G
B A D
C C 150
Mpa25 150
HIJ
A D B
E D B A
C
150 150 C
Mpa25
G I
GG G HH H G I I G HI
150 150 Mpa25
Mpa25
HI
E B A
A D B B EE A D
150 150
150 150 150 Mpa25 Mpa25
G I
E B DD A
C
C
100
C
C
150 150
J J
D E A
E B D
Mpa25
150
BB
A E D B E
100 100
150 Mpa25
AA
A E D B E
100
HI
D E
100 C
150 150 150 150 150
I H G
C
100 100 C
200 200 200 200 200
H GI
I H G
A E D B E
E B D
Mpa25 C
Mpa25
C
A E D B E
C
Mpa25
100
E B D
C
E D B A
100
200
H GI
100
B A D
100 100 Mpa25 C
200 200 200 200 200 200 200
G HI
J 100 Mpa25
A D B
C
C
100
EE
A B A
E B D
C C100
100 100
200
G HI
100 100
DD
E D B A
100
Mpa25 C
BB
C
A
C
Mpa25
100
Mpa25
80
100 100
100
I
80
C
Mpa15
Mpa25
I
H G
80
J
100Mpa25 100 100 J Mpa25
Mpa25
80a-a
80
J
J
80 80
80 80 80 80 80
J
H
G
8080
100 100
B A D
a-a
200
100 100 100 100 100 100
150 150 150 150 150 150
200 200 200 200 200
250 C
C
J
J Mpa15
H
HI I G
Mpa15 C
250 250 250 250 250 250 250
250
250 C
Mpa15
C
J 80
I H
80
8080 C Mpa15
J
G I
200 200 200 200 200
Mpa25
250 CC C 250 C
80 Mpa15
I H
GH H
Mpa15 8080a-a
A D B
a-a
80
Mpa15 C
Mpa15 80 J J
a-a
8080
Mpa15
G I
200
200
I H G
200 200 200 200 200 200 200
250
Mpa25
C
0800 478 335
H GI
I H G
200
250 250 250 250 250
250
H GI
HH H G
250
Mpa25
I G H
80
CC
8080 Mpa15
250
80 80 80 80 80
80 80 80
100 100 100 100 100 100 100
150 150 150 150 150 150 150
200 200 200 200 200200 200
250
H G
I G H
I H G
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F Mpa25
I I H G
80
a-a
80 Mpa15
150
G
B A
200 200 200 200 200
HH G
a-a
200
I
a-a
Mpa15 Mpa15 80 8080
I G H
250 250 250 250 250
H
IG G
A
250C
C
C
250C
250C
250
H
a-a
80 80
G I
a-a 8080
80
G I
a-a
100 100 100 100 100
I H
2mm 2mmA A
a-a
100
I H
GG
a-aa-a
150 150
I H G
250 Mpa25 250 Mpa25
1300 80 80 20
2mm 2mm
Detail2mm a-a Detail2mm a-a
150 150 150 150 150
I H G
250
Class G Extra Heavy G
2mm 2mm
Detail a-a Detail a-a
150
H GI
80
H GI
250 250 250 250 250 250 250
Class E Extra Heavy E
Detail2mm a-a Detail2mm a-a
G
course I G H
200
Class D Heavy
G
80 80
expansionexpansion joint joint <2,0m <2,0m >80 F F joint>80 a-ajoint a-a course H Base D Sub D base Sub base H Base >1,5m >1,5m Mpa15 Mpa15 contraction 80 8080 contraction 80 expansionexpansion joint joint <2,0m <2,0m >80 >80 joint F F joint a-a a-a C C 80 contraction 80 8080 contraction Mpa15 expansionexpansion joint joint >1,5m Mpa15 >1,5m F F joint a-ajoint a-a <2,0m <2,0m 80 8080 80 >80 >80 Mpa15 Mpa15 C C contractioncontraction expansionexpansion joint joint Mpa15 80 F jointMpa15 8080a-ajoint 80a-a F >1,5m >1,5m C C <2,0m <2,0m 80 8080 C 80 C Mpa15 Mpa15 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint joint <2,0m Mpa15 <2,0m Mpa15 C C 80 8080 80 >1,5m >1,5m expansionexpansion joint joint F F contractioncontraction joint joint <2,0m <2,0m C C >1,5m >1,5m expansionexpansion joint joint Mpa15 Mpa15 <2,0m <2,0m F F contractioncontraction joint joint 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m C C F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 >1,5m Mpa25 >1,5m 100 expansionexpansion joint joint Mpa25 F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 C C 100 expansionexpansion joint joint Mpa25 Mpa25 F F contractioncontraction joint joint >1,5m >1,5m 100 100 100 100 <2,0m Mpa25 <2,0m Mpa25 C C expansionexpansion joint joint 100 F contraction 100 100 contraction 100 joint F joint Mpa25 Mpa25 C C >1,5m >1,5m 100 100 100 C 100 C <2,0m <2,0m Mpa25 Mpa25 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint C C Mpa25 Mpa25 joint <2,0m <2,0m 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint C C <2,0m <2,0m >1,5m >1,5m expansionexpansion joint joint Mpa25 Mpa25 Fcontractioncontraction F <2,0m <2,0m joint joint expansionexpansion joint joint >1,5m >1,5m C C Fcontractioncontraction F joint joint <2,0m 150 <2,0m 150 150 150 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint 150 150 150 150 <2,0m <2,0m Mpa25 Mpa25 expansionexpansion joint joint F Fcontractioncontraction joint joint 150 150 150 >1,5mMpa25 >1,5mMpa25 C C 150 <2,0m <2,0m 150 150 150 150 expansionexpansion joint joint C C Mpa25 contraction F Mpa25 Fcontraction joint joint >1,5m >1,5m 150 150 150 C 150 C Mpa25 Mpa25 <2,0m <2,0m >1,5m >1,5m 150 150 150 C 150 C expansion expansion joint joint <2,0mMpa25 <2,0mMpa25 contraction contraction joint joint F F >1,5m >1,5m expansionexpansion joint joint C Mpa25 Mpa25 contraction joint joint C <2,0m <2,0m F Fcontraction >1,5m 150 >1,5m 150 150 150 expansionexpansion joint joint C C <2,0m <2,0m joint joint F Fcontractioncontraction expansionexpansion joint joint >1,5mMpa25 >1,5mMpa25 contraction contraction joint joint F F <2,0m <2,0m C C >1,5m200 >1,5m 200 200 200 expansionexpansion joint joint joint joint <2,0m F Fcontraction 200<2,0m 200 contraction 200 200 expansionexpansion joint joint contraction joint joint >1,5m F Fcontraction 200>1,5m 200 200 200 Mpa25 Mpa25 <2,0m <2,0m Mpa25 Mpa25 200 200 200 200 CC expansionexpansion joint joint joint C joint C F Fcontractioncontraction Mpa25 Mpa25 200 200 200 200 C C Mpa25 Mpa25 >1,5m >1,5m 200>1,5m 200 200 200 >1,5m <2,0m <2,0m C C expansion expansion joint joint <2,0m <2,0m Mpa25 Mpa25 contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m contraction joint joint C C F Fcontraction 200 200 200 200 <2,0m <2,0m Mpa25 >1,5m Mpa25 >1,5m expansionexpansion joint joint joint C joint C <2,0m <2,0m F Fcontractioncontraction expansionexpansion joint joint >1,5m >1,5m joint joint Mpa25 contraction F Mpa25 Fcontraction <2,0m <2,0m expansionexpansion joint joint C C >1,5m200 >1,5m 200 200 200 contraction contraction joint joint F F <2,0m200<2,0m200 200 200 expansionexpansion joint joint joint contraction joint Fcontraction F >1,5m 200>1,5m 200 200 200 Mpa25 Mpa25<2,0m <2,0m Mpa25 200 Mpa25 200 200 200 expansionexpansion joint joint C C joint C joint C F Fcontractioncontraction Mpa25 200 Mpa25 200 200 200 >1,5m >1,5m >1,5m C C Mpa25 >1,5m Mpa25 <2,0m <2,0m 200 200 <2,0m200 <2,0m200 C C >1,5m >1,5m expansion expansion joint joint Mpa25 Mpa25 expansionexpansion joint joint contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m 200 Mpa25 200 200C 200C Mpa25 expansionexpansion joint joint <2,0m <2,0m joint joint F Fcontractioncontraction C C >1,5m >1,5m expansionexpansion joint joint <2,0m contraction joint joint F Mpa25 <2,0m Fcontraction Mpa25 >1,5m >1,5m expansionexpansion joint joint <2,0m <2,0m C C contraction joint250 F 250 250 Fcontraction 250 joint250 250 250 250 expansionexpansion joint joint >1,5m >1,5m joint joint F Fcontractioncontraction 250 <2,0m 250 250 250 <2,0m 150
Class C Medium
Detail a-a Detail a-a Detail2mm a-a Detail2mm a-a
>1,5m >1,5m Jcourse J compound B F F Sand Sand Concrete Concrete Sitting Sitting compound H Base H Base D Sub base Sub base C Concrete C Concrete haunch haunch G G course Asphalt Asphalt joint joint F a-aa-a Earth A Pavers AF Pavers <2,0m <2,0m I base Road base E Earth I G G Road >80 >80 E >1,5m >1,5m C Concrete C Concrete haunch haunch G G Asphalt Asphalt contraction contraction H course Base course D Sub Dbase Sub base H Base expansionexpansion joint joint <2,0m <2,0mjoint>80 F joint >80 J H H Sitting J compound B Sand B F Sand Concrete Concrete Sitting compound >1,5m >1,5m F F a-a a-a G G contraction Base H course Base course D Sub Dbase Sub base <2,0m <2,0m >80 >80 H contraction expansionexpansion joint joint I I C Concrete C Concrete haunch G G Asphalt jointAsphalt F F joint haunch 80 80 80 80 8080 >1,5m >1,5m a-a a-a H H contractioncontraction
100
Class B Light
Detail a-a Detail 2mm 2mma-a
contraction contraction
expansion expansion joint joint B D
80 80
Class A Extra Light
Legend Legend
80
Installation Detail
C
C
C
C
A B DD D B A D E EE B A D
A B D B A D E B A D
E B D A E D B E
E B D A E D B E
D E
D E
E
E
www.steelandtube.co.nz
www.civilproducts.com.au
info@civilproducts.com.au
ORCADRAIN
Architectural SS
SH300 Polymer concrete channel range
ORCA Civil Products www.steelandtube.co.nz
ORCA SH300
Stainless steel edge polymer concrete channel system
Uplock locking system
ASS3996:2006 Load Rating Load Rating GuideGuide
Directional arrows and channel marking
Class A Extra Light
Outlet position marking for easy installation
Class B Light Class C Medium Class D Heavy Class E
2mm Sealing groove for channel connection
High density polymer concrete body
Extra Heavy Uplock locking setE Class F Extra Heavy F
Cast in Stainless steel edge rail
Class G Extra Heavy G
348mm 300mm
1000mm 130mm
130mm
Knockout for 150/250mm outlet
348mm 348mm
130mm End cap
Orca SH300 Series-Stainless steel edge rail polymer concrete channel, 200mm c/o, Class D Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
SH300
600035
SH300 channel, 300mm C/O x 130 O/A SS edge, Class D
D210
300
Length Start depth End depth O/A(mm) (mm) (mm) 1000
0800 478 335
130
130
Cross sectional open area(mm2)
Weight (kg)
29386
34
Orca Polymer Concrete Properties Orca Drain SH300 series is manufactured from corrosion resistant polymer concrete with cast in Stainless steel edge rails. Orca polymer concrete is non flammable, frost proof and resistant to weathering and diluted acids and alkaliâ&#x20AC;&#x2122;s. Compressive Strength: 95 MPa Water Absorption: 0 - 0.06% Density: 2300 kg/m3 Mannings Roughness: n=0.011 Orca Drain SH300 grates lead the industry in design and quality. SH300 channel grates are engineered to meet the following standards: AS3996:2006 Access covers and grates AS4586:2013 Slip resistance of new pedestrian surfaces AS1428.1 Design for access and mobility
Smooth finish
Dotted finish
Griptech finish
R10
R11
R12
Slip resistant rating:
Slip resistant rating:
Slip resistant rating:
Grate Type
Name
Grating Finish
Description
G310
Smooth
G315
Intake area (mm2) Per meter
Material
Weight (kg)
5
153200
SS304/ SS316
12
1000
5
153200
SS304/ SS316
12
334
1000
5
153200
SS304/ SS316
15
B80
334
1000
6
162000
SS304/ SS316
22
Class Load
Width C/O(mm)
Class Load
Width O/A(mm)
Length Slot C/O(mm) width(mm)
SS304 Heelguard grate to suit channel (5x5)
A10
334
1000
Dotted
SS304 Heelguard ant-slip grate to suit channel (5x5)
A10
334
G318
Dotted
SS304 Heelguard ant-slip grate to suit channel (5x5)
B80
G320
Griptech
SS304 Heelguard ant-slip grate to suit channel (6x6)
Accessories Type
Name
CCP Part No.
Description
600022
600022
End Cap suit SH300
-
300
325
600695
600695
Uplock locking set pack p/m
-
-
-
Intake area (mm2) Per meter
Material
Weight (kg)
-
-
SS
0.1
-
-
SS
0.1
Length Slot C/O(mm) width(mm)
Detail Detaila-a a-a
AA Pavers I I Road Roadbase base Pavers EE Earth Earth LegendLegend J J Sitting BB Sand FF Concrete Sand Concrete Sitting compound compound Legend Legend A Pavers A Pavers I base Road base E Earth E Earth I Road Legend CLegend C Concrete Concrete haunch haunch GG Asphalt Asphalt A Pavers A Pavers Road E E JI Road JI base B B F Earth F Earth Sand Sand Concrete Concrete Sitting compound Sittingbase compound HH Earth Base Base course course DLegend Sub base Legend AD Sub Abase Road base Pavers Pavers E E Earth JI Road JI base B B F F Sand Sand Sitting compound Sitting compound C Concrete C Concrete haunch haunch G Concrete G Concrete Asphalt Asphalt Legend Legend A Sand A Pavers JI Road JI base B B F Earth F Earth Sand Concrete Concrete Sitting compound Sittingbase compound Road E E C Pavers Concrete Cbase Concrete haunch G Base G course Asphalt Asphalt H H Base course D D Sub Sub base haunch >1,5m >1,5m A Pavers A Pavers <2,0m <2,0m I Road I base Road base E Earth E Earth >80 >80 C Concrete C Concrete haunch haunch G G Asphalt Asphalt J J B B F F Sand Sand Concrete Concrete Sitting compound Sitting compound Legend Legend H course Base course D SubD base Sub base H Base
Mpa25
Mpa25
Mpa25
Mpa25
C
250
C C
250
C
J
J Mpa25
HI
G I
G I
H
H
I GG
I J
G HH
G J H G J G HI
H G I I G HI H GI I H G
J H GI J I H G
H
Mpa25
I
I
Mpa25
G
200 Mpa25
200
Mpa25 200 Mpa25
200
Mpa25
200 Mpa25
Mpa25
80
C
150
150 C
100 100 100 100 100
C
C
200
200
C
C
G I
Mpa25
Mpa25
H
H
Mpa25
Mpa25
I
I
Mpa25
Mpa25
GG G
G
200 Mpa25
H G
I I G HI
G HI
H GI
H GI
I H G
I H G
HI
HI
G I
G I
H
H
I
I
200
200
200
200
Mpa25
200 C
CC
200 200 C
200
200
C
C
C 200
C 200
C
C
C
C
250 250 250 250
250
250
250
250
250
250 Mpa25 250 Mpa25
250C C C 250C
Mpa25 250 Mpa25 250
250C
Mpa25
Mpa25
Mpa25
Mpa25
250
B E A
B E A
DD A B D B A D EE
A B D B A D
E B A D
E B A D
E B D A E D B E
E B D A E D B E
AA BB
D E A E B A
A B DD D B A D EE E B A D
A B D B A D
E B D A E D B E
E B D A E D B E
E B A D
D E A AA
250 Mpa25 250 Mpa25 Mpa25 Mpa25
250
D E A
BB
A
E B BB E B A A C
Mpa25
D AA E A
D E
C
Mpa25
Mpa25
A E D B E
E B A
200 Mpa25
250
E B D
A E D B E
C
200
250
E D B A
E B D
C
200
250 250 250
E D B A
D E
200 200 200 200 200 200 200
G I
B A D
A
200
Mpa25 Mpa25 Mpa25 200 Mpa25 200
A D B
B EE A D
C
200
HI
E B A
A D B
C
C
200
HI
E B DD A
C 200
C
200 200 200 200
I H G
A
C 200
200
H GI
D E
BB
200
200 200 200
H GI
D AA E A
200
Mpa25
C
C
E D B A
150 C Solid Solid edge edge block block 150 150 150 C mortar 150 C Mpa25 Mpa25 Non-shrink Non-shrink Solid edgeSolid blockmortar edge block Non-shrink Non-shrink mortar C Cmortar J Mpa25 Mpa25 Solid edgeSolid blockedge block 150 150 150 150 C Non-shrink Non-shrink mortar mortar J Solid edgeSolid blockedgeCblock Mpa25 Mpa25 Non-shrinkNon-shrink mortar mortar J Solid edgeSolid blockedge block C 200 C 200 200 Non-shrink200 Non-shrink mortar mortar J Solid edge Solid blockedge 200 200 200 200block Non-shrinkNon-shrink mortar mortar J 200 200 200 Mpa25 Mpa25 200 Solid edgeSolid blockedge block Mpa25 200 Mpa25 200 200 C C 200 Non-shrinkNon-shrink mortar mortar J
H
G HI
80
100 100
Mpa25 150 150 C
Mpa25 200
H G
B A D
C C 150
Mpa25 150
HIJ
A D B
E D B A
C
150 150 C
Mpa25
G I
GG G HH H G I I G HI
150 150 Mpa25
Mpa25
HI
E B A
A D B B EE A D
150 150
150 150 150 Mpa25 Mpa25
G I
E B DD A
C
C
100
C
C
150 150
J J
D E A
E B D
Mpa25
150
BB
A E D B E
100 100
150 Mpa25
AA
A E D B E
100
HI
D E
100 C
150 150 150 150 150
I H G
C
100 100 C
200 200 200 200 200
H GI
I H G
A E D B E
E B D
Mpa25 C
Mpa25
C
A E D B E
C
Mpa25
100
E B D
C
E D B A
100
200
H GI
100
B A D
100 100 Mpa25 C
200 200 200 200 200 200 200
G HI
J 100 Mpa25
A D B
C
C
100
EE
A B A
E B D
C C100
100 100
200
G HI
100 100
DD
E D B A
100
Mpa25 C
BB
C
A
C
Mpa25
100
Mpa25
80
100 100
100
I
80
C
Mpa15
Mpa25
I
H G
80
J
100Mpa25 100 100 J Mpa25
Mpa25
80a-a
80
J
J
80 80
80 80 80 80 80
J
H
G
8080
100 100
B A D
a-a
200
100 100 100 100 100 100
150 150 150 150 150 150
200 200 200 200 200
250 C
C
J
J Mpa15
H
HI I G
Mpa15 C
250 250 250 250 250 250 250
250
250 C
Mpa15
C
J 80
I H
80
8080 C Mpa15
J
G I
200 200 200 200 200
Mpa25
250 CC C 250 C
80 Mpa15
I H
GH H
Mpa15 8080a-a
A D B
a-a
80
Mpa15 C
Mpa15 80 J J
a-a
8080
Mpa15
G I
200
200
I H G
200 200 200 200 200 200 200
250
Mpa25
C
0800 478 335
H GI
I H G
200
250 250 250 250 250
250
H GI
HH H G
250
Mpa25
I G H
80
CC
8080 Mpa15
250
80 80 80 80 80
80 80 80
100 100 100 100 100 100 100
150 150 150 150 150 150 150
200 200 200 200 200200 200
250
H G
I G H
I H G
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F Mpa25
I I H G
80
a-a
80 Mpa15
150
G
B A
200 200 200 200 200
HH G
a-a
200
I
a-a
Mpa15 Mpa15 80 8080
I G H
250 250 250 250 250
H
IG G
A
250C
C
C
250C
250C
250
H
a-a
80 80
G I
a-a 8080
80
G I
a-a
100 100 100 100 100
I H
2mm 2mmA A
a-a
100
I H
GG
a-aa-a
150 150
I H G
250 Mpa25 250 Mpa25
1300 80 80 20
2mm 2mm
Detail2mm a-a Detail2mm a-a
150 150 150 150 150
I H G
250
Class G Extra Heavy G
2mm 2mm
Detail a-a Detail a-a
150
H GI
80
H GI
250 250 250 250 250 250 250
Class E Extra Heavy E
Detail2mm a-a Detail2mm a-a
G
course I G H
200
Class D Heavy
G
80 80
expansionexpansion joint joint <2,0m <2,0m >80 F F joint>80 a-ajoint a-a course H Base D Sub D base Sub base H Base >1,5m >1,5m Mpa15 Mpa15 contraction 80 8080 contraction 80 expansionexpansion joint joint <2,0m <2,0m >80 >80 joint F F joint a-a a-a C C 80 contraction 80 8080 contraction Mpa15 expansionexpansion joint joint >1,5m Mpa15 >1,5m F F joint a-ajoint a-a <2,0m <2,0m 80 8080 80 >80 >80 Mpa15 Mpa15 C C contractioncontraction expansionexpansion joint joint Mpa15 80 F jointMpa15 8080a-ajoint 80a-a F >1,5m >1,5m C C <2,0m <2,0m 80 8080 C 80 C Mpa15 Mpa15 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint joint <2,0m Mpa15 <2,0m Mpa15 C C 80 8080 80 >1,5m >1,5m expansionexpansion joint joint F F contractioncontraction joint joint <2,0m <2,0m C C >1,5m >1,5m expansionexpansion joint joint Mpa15 Mpa15 <2,0m <2,0m F F contractioncontraction joint joint 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m C C F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 >1,5m Mpa25 >1,5m 100 expansionexpansion joint joint Mpa25 F F contractioncontraction joint joint <2,0m <2,0m 100 100 100 C C 100 expansionexpansion joint joint Mpa25 Mpa25 F F contractioncontraction joint joint >1,5m >1,5m 100 100 100 100 <2,0m Mpa25 <2,0m Mpa25 C C expansionexpansion joint joint 100 F contraction 100 100 contraction 100 joint F joint Mpa25 Mpa25 C C >1,5m >1,5m 100 100 100 C 100 C <2,0m <2,0m Mpa25 Mpa25 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint C C Mpa25 Mpa25 joint <2,0m <2,0m 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint C C <2,0m <2,0m >1,5m >1,5m expansionexpansion joint joint Mpa25 Mpa25 Fcontractioncontraction F <2,0m <2,0m joint joint expansionexpansion joint joint >1,5m >1,5m C C Fcontractioncontraction F joint joint <2,0m 150 <2,0m 150 150 150 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint 150 150 150 150 <2,0m <2,0m Mpa25 Mpa25 expansionexpansion joint joint F Fcontractioncontraction joint joint 150 150 150 >1,5mMpa25 >1,5mMpa25 C C 150 <2,0m <2,0m 150 150 150 150 expansionexpansion joint joint C C Mpa25 contraction F Mpa25 Fcontraction joint joint >1,5m >1,5m 150 150 150 C 150 C Mpa25 Mpa25 <2,0m <2,0m >1,5m >1,5m 150 150 150 C 150 C expansion expansion joint joint <2,0mMpa25 <2,0mMpa25 contraction contraction joint joint F F >1,5m >1,5m expansionexpansion joint joint C Mpa25 Mpa25 contraction joint joint C <2,0m <2,0m F Fcontraction >1,5m 150 >1,5m 150 150 150 expansionexpansion joint joint C C <2,0m <2,0m joint joint F Fcontractioncontraction expansionexpansion joint joint >1,5mMpa25 >1,5mMpa25 contraction contraction joint joint F F <2,0m <2,0m C C >1,5m200 >1,5m 200 200 200 expansionexpansion joint joint joint joint <2,0m F Fcontraction 200<2,0m 200 contraction 200 200 expansionexpansion joint joint contraction joint joint >1,5m F Fcontraction 200>1,5m 200 200 200 Mpa25 Mpa25 <2,0m <2,0m Mpa25 Mpa25 200 200 200 200 CC expansionexpansion joint joint joint C joint C F Fcontractioncontraction Mpa25 Mpa25 200 200 200 200 C C Mpa25 Mpa25 >1,5m >1,5m 200>1,5m 200 200 200 >1,5m <2,0m <2,0m C C expansion expansion joint joint <2,0m <2,0m Mpa25 Mpa25 contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m contraction joint joint C C F Fcontraction 200 200 200 200 <2,0m <2,0m Mpa25 >1,5m Mpa25 >1,5m expansionexpansion joint joint joint C joint C <2,0m <2,0m F Fcontractioncontraction expansionexpansion joint joint >1,5m >1,5m joint joint Mpa25 contraction F Mpa25 Fcontraction <2,0m <2,0m expansionexpansion joint joint C C >1,5m200 >1,5m 200 200 200 contraction contraction joint joint F F <2,0m200<2,0m200 200 200 expansionexpansion joint joint joint contraction joint Fcontraction F >1,5m 200>1,5m 200 200 200 Mpa25 Mpa25<2,0m <2,0m Mpa25 200 Mpa25 200 200 200 expansionexpansion joint joint C C joint C joint C F Fcontractioncontraction Mpa25 200 Mpa25 200 200 200 >1,5m >1,5m >1,5m C C Mpa25 >1,5m Mpa25 <2,0m <2,0m 200 200 <2,0m200 <2,0m200 C C >1,5m >1,5m expansion expansion joint joint Mpa25 Mpa25 expansionexpansion joint joint contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m 200 Mpa25 200 200C 200C Mpa25 expansionexpansion joint joint <2,0m <2,0m joint joint F Fcontractioncontraction C C >1,5m >1,5m expansionexpansion joint joint <2,0m contraction joint joint F Mpa25 <2,0m Fcontraction Mpa25 >1,5m >1,5m expansionexpansion joint joint <2,0m <2,0m C C contraction joint250 F 250 250 Fcontraction 250 joint250 250 250 250 expansionexpansion joint joint >1,5m >1,5m joint joint F Fcontractioncontraction 250 <2,0m 250 250 250 <2,0m 150
Class C Medium
Detail a-a Detail a-a Detail2mm a-a Detail2mm a-a
>1,5m >1,5m Jcourse J compound B F F Sand Sand Concrete Concrete Sitting Sitting compound H Base H Base D Sub base Sub base C Concrete C Concrete haunch haunch G G course Asphalt Asphalt joint joint F a-aa-a Earth A Pavers AF Pavers <2,0m <2,0m I base Road base E Earth I G G Road >80 >80 E >1,5m >1,5m C Concrete C Concrete haunch haunch G G Asphalt Asphalt contraction contraction H course Base course D Sub Dbase Sub base H Base expansionexpansion joint joint <2,0m <2,0mjoint>80 F joint >80 J H H Sitting J compound B Sand B F Sand Concrete Concrete Sitting compound >1,5m >1,5m F F a-a a-a G G contraction Base H course Base course D Sub Dbase Sub base <2,0m <2,0m >80 >80 H contraction expansionexpansion joint joint I I C Concrete C Concrete haunch G G Asphalt jointAsphalt F F joint haunch 80 80 80 80 8080 >1,5m >1,5m a-a a-a H H contractioncontraction
100
Class B Light
Detail a-a Detail 2mm 2mma-a
contraction contraction
expansion expansion joint joint B D
80 80
Class A Extra Light
Legend Legend
80
Installation Detail
C
C
C
C
A B DD D B A D E EE B A D
A B D B A D E B A D
E B D A E D B E
E B D A E D B E
D E
D E
E
E
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