ORCA DRAIN Polymer concrete channel range Multipurpose Gal
www.steelandtube.co.nz
ORCADRAIN
Multipurpose Gal
GV100 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA GV100
Galvanised edge rail polymer concrete channel system Uplock locking system
Wide selection of grates
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
2mm Sealing groove for channel connection
1000mm
Cast in Galvanised steel edge rail
Class E Extra Heavy E
Uplock Class F locking set
Structural ribs for increased strength
Extra Heavy F
Class G Extra Heavy G
348mm
120-320mm 130mm 100mm Knockout for 100mm outlet
310mm
120-320mm
End cap
Orca GV100 Series-Galvanised edge rail polymer concrete channel, 300mm C/O, Class D Polymer concrete channel type
Class Load
Width C/O(mm)
GV100
600100
GV100.0 channel, 100mm C/O x 120D O/A Galv edge, Class D
D210
100
1000
120
GV110
600125
GV110.0 channel, 100mm C/O x 170D O/A Galv edge, Class D
D210
100
1000
GV120
600147
GV120.0 channel, 100mm C/O x 220D O/A Galv edge, Class D
D210
100
GV130
600167
GV130.0 channel, 100mm C/O x 270D O/A Galv edge, Class D
D210
GV140
600189
GV140.0 channel, 100mm C/O x 320D O/A Galv 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
GV110
320mm
270mm
GV100
220mm
Ground Line
170mm
CCP Part No.
120mm
Name
GV120 GV130 GV140
0800 478 335
Orca Polymer Concrete Properties
Orca Drain GV100 series is manufactured from corrosion resistant polymer concrete with cast in galvanized steel edge rails. Orca polymer concrete is non flammable, frost proof and resistant to weathering and diluted acids and alkali’s. GV100 channel grates are engineered to meet the following standards:
Polymer concrete channel property Compressive Strength: 95 MPa Water Absorption: 0 - 0.06% Density: 2300 kg/m3 Mannings Roughness: n=0.011
AS3996 Access covers and grates AS4586 Slip resistance of new pedestrian surfaces AS1428 Design for access and mobility
Grate Type
Name
CCP Part No.
Class Load
Width O/A(mm)
G101
G101
G102
Intake area (mm2) Per metre
Material
Weight (kg)
Ductile heelguard grate suit GV100 range, Class D
D210
124
500
7
44200
Black Ductile
5
G102
Ductile Gal heelguard grate suit GV100 range, Class D
D210
124
500
7
44200
Ductile Galv
5
G105
G105
Gal Griptech heelguard grate suit GV100 range, Class B
B80
124
1000
6
50100
Galv
7
G108
G108
Galv mesh grate suit GV100 range, Class D
D210
124
1000
7
75978
Galv
7
G109
G109
Galv slotted grate suit GV100 range, Class A
A10
124
1000
7
29988
Galv
2
G140
G140
Galv topslot suit range, Class D
D210
124
1000
7
21117
Galv
4
Class Load
Width C/O(mm)
Intake area (mm2) Per metre
Material
Weight (kg)
Description
GV100
Length Slot C/O(mm) width(mm)
Accessories Type
Name
CCP Part No.
Description
Length Slot C/O(mm) width(mm)
600192
600192
End Cap suit GV100, Class D
-
130
100
-
-
Galv
0.1
600193
600193
End Cap multi-depth suit GV110-140, Class D
-
130
300
-
-
Galv
0.1
600195
600195
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 A Pavers <2,0m <2,0m I Road I base Road base Pavers E Earth E Earth >80 >80 C Sand Concrete C Concrete haunch haunch G G Asphalt Asphalt J J B B F F Sand Concrete Concrete Sitting compound Sitting compound Legend Legend H Base H course Base course D D Sub base Sub base
250 250 250 250 250
Mpa25
250
250 C
C
C
250
C C
250
C
J
100Mpa25 100 100 J Mpa25
J
J Mpa25
Mpa25
I
Mpa25
HI
HI
G I
G I
H
H
I GG
I J
G HH
G J H G J G HI
G HI H GI I H G
J H GI J I H G
Mpa25 150 150 C
150 C
150 Mpa25
150 C Solid Solid edge edge block block C 150 150 150 C Mpa25 Non-shrink Non-shrink mortar mortar Solid edgeSolid block edge block
Mpa25
Non-shrinkNon-shrink Cmortar Cmortar Mpa25 Solid edgeSolid blockedge block
150
150 150 150 Cblock Non-shrink mortar mortar Solid edgeNon-shrink Solid edgeCblock 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 Mpa25 200 200 200 C C 200 Non-shrinkNon-shrink mortar mortar J J
HIJ
Mpa25 200
H
H
Mpa25
I
I
Mpa25
G
200 Mpa25
200
Mpa25 200 Mpa25
200
Mpa25
200 Mpa25
Mpa25
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
Mpa25
200 C
CC
200 C
200
200
C
C
200
200
200 Mpa25
C 200
C 200
C
C
C
C
250
250
250
250 Mpa25 250 Mpa25 Mpa25 Mpa25
250
C
C CC
250
Mpa25 250 Mpa25 250
250C
Mpa25
Mpa25
250
D AA E
D E
A
A
BB
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
250 250 250 250
250 Mpa25 250 Mpa25
Mpa25
A E D B E
A
E B BB E B A A
250
Mpa25
E B D
A E D B E
D E
C
Mpa25
250 250 250
250
200
200
200
E D B A
E B D
E B A
200 200 200 200 200 200 200
G I
B A D
E D B A
D E
200
Mpa25 Mpa25 Mpa25 200 Mpa25 200
A D B
B EE A D
A
C
200
HI
E B A
A D B
C
C
200
I H G
E B DD A
C 200
200
HI
A
C 200
C C 200 200 200 200
H GI
D E
BB
200
C
Mpa25
H GI
D AA E A
200
200 200 200
Mpa25 C
80
150 150 C
Mpa25 150
G I
G HI
150
C C 150
Mpa25
HI
H G
150 150 Mpa25
Mpa25
G I
GG G HH H G I I I G H
C
150 150
150 150 150 Mpa25 Mpa25
J
E D B A
C
C
150 150
J J
B A D
E D B A
C
100
C
Mpa25
150
B EE A D C
E B D
100 100
150 Mpa25
A D B
A E D B E
150 150 150 150 150
I H G
E B A
A D B
A E D B E
150
I H G
E B DD A
100 C
200 200 200 200 200
H GI
D E A
100 100 C
200
H GI
BB
E B D
200 200 200 200 200 200 200
G HI
100
AA
C
Mpa25 C
Mpa25
D E
100
Mpa25
100
A E D B E
E D B A
100 100 Mpa25 C
200
H G
G HI
H G I I
100
E B D
A E D B E
C
Mpa25 C
B A D
C
C C100
100 100
J 100 Mpa25
G
HI I G
100 100
A D B
E B D
100
Mpa25
100
EE
A B A
C
A
C
DD
E D B A
C
100 100
BB
C
C
80
C
Mpa15
100
Mpa25
GG
80
J
H
I
80
J
G I
80 80
80 80 80 80
J Mpa15
H
GH H
8080
C
Mpa25 C
80
J
G I
200 200 200 200 200
Mpa25
250
250 C
J 80
J
80
80
I H
Mpa15 C
J
100 100
80a-a
100 100 100 100 100
I H
Mpa15
8080 C Mpa15
a-a
100
I H G
80 Mpa15
C
150 150 150 150 150
H GI
I H G
Mpa15 8080a-a
B A D
150
H GI
80
200 200 200 200 200
I G H
200
Mpa25
Mpa15 80 J J
a-a
8080
Mpa15 C
200
I G H
80
A D B
a-a
80
250 250 250 250 250
H G
80 CC
8080 Mpa15
Mpa15
G
I I H G
B A
100 100
HH G
A
a-a
250 250 250 250 250 250 250
100 100 100 100 100 100
150 150 150 150 150 150
200 200 200 200 200
I
200 200 200 200 200 200 200
200
IG G
a-a
a-a a-a
80 Mpa15
250
80 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
H
200
Mpa25
Mpa25
Mpa25
H
HH H G
250 Mpa25 250 Mpa25 250
I H G I
I H G
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F 250 250 250 CC C 250 C Mpa25
I H
a-a 8080
Mpa15 Mpa15 80 8080
I G H
G I
a-a
250 250 250C 250C
C
C
250C
250C
250
I H G
2mm 2mmA A
a-a
80 80
I H G
a-aa-a
80
H GI
250
Class G Extra Heavy G
2mm 2mm
Detail2mm a-a Detail2mm a-a
100 100 100 100 100
H GI
250 250 250 250 250 250 250
Class E Extra Heavy E
2mm 2mm
Detail a-a Detail a-a
100
80 80
course I G H
G
200
Class D Heavy
Detail2mm a-a Detail2mm a-a
150 150
G
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 >1,5mcontraction FF 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 joint joint 100 100 contraction 100 100contraction 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 joint joint <2,0m <2,0mcontractioncontraction 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 C C 150 >1,5mMpa25 >1,5mMpa25 <2,0m <2,0m 150 150 150 C 150 C expansionexpansion joint joint 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 C Mpa25 Mpa25 contraction contraction joint joint <2,0m <2,0m F F >1,5m 150 >1,5m 150 150 150 expansionexpansion joint joint C C <2,0m <2,0m contraction contraction joint joint F F expansionexpansion joint joint >1,5mMpa25 >1,5mMpa25 joint joint F Fcontractioncontraction <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 200 Mpa25 200 200 C C 200 expansionexpansion joint joint joint C joint C F Fcontractioncontraction Mpa25 200 Mpa25 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 Mpa25 Mpa25 <2,0m contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m contraction contraction joint joint C C F F 200 200 200 200 <2,0m Mpa25 <2,0m Mpa25 >1,5m >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 joint joint F Fcontraction <2,0m 200<2,0m 200 contraction 200 200 expansionexpansion joint joint contraction joint contraction joint F F >1,5m 200>1,5m 200 200 200 Mpa25 Mpa25<2,0m <2,0m Mpa25 200 Mpa25 200 200 200 expansionexpansion joint joint joint CC 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 expansion expansion joint joint Mpa25 contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m C C 200 200 200 200 Mpa25 <2,0m Mpa25 expansionexpansion joint joint <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 Cbase Concrete haunch haunch Gcontraction G course Asphalt Asphalt contraction H Base H Base course D D Sub Sub 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 haunch G G Asphalt Asphalt joint joint F F 80 80 8080 8080 >1,5m >1,5m a-acontraction a-a H H contraction
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
Mpa25
A B DD D B A D EE E 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
1300 0800 80 80 20 info@civilproducts.com.au 478www.civilproducts.com.au 335 www.steelandtube.co.nz
ORCADRAIN
Multipurpose Gal
GV200 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA GV200
Galvanised steel edge polymer concrete channel system Uplock locking system
Wide selection of grates
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
2mm Sealing groove for channel connection
Cast in Galvanised steel edge rail
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 214mm to 314mm
244mm
End cap
Orca GV200 Series-Galvanised 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)
GV200
600200
GV200 channel, 200mm C/O x 225 O/A Galv edge, Class D
D210
200
1000
225
GV210
600225
GV210 channel, 200mm C/O x 275 O/A Galv edge, Class D
D210
200
1000
GV220
600247
GV220 channel, 200mm C/O x 325 O/A Galv 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 GV200 series is manufactured from corrosion resistant polymer concrete with cast in galvanized 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 GV200 grates lead the industry in design and quality. GV200 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
Grate Type
Intake area (mm2) Per metre
Material
Weight (kg)
7
83273
Black Ductile
9
500
7
83273
Galv Ductile
9
234
1000
7
170775
Galv
15
B80
234
1000
6
114000
Galv
15
Class Load
Width C/O(mm)
Intake area (mm2) Per metre
Material
Weight (kg)
Slot Length OA(mm) width(mm)
Description
Class Load
Width OA(mm)
G201
Ductile iron heelguard grate suit GV200, Class D
D210
234
500
G202
G202
Ductile iron Gal heelguard grate suit GV200 Class D
D210
234
G208
G208
Galvanised mesh grate suit GV200, Class D
D210
G205
G205
Galvanised griptech heelguard grate suit GV200, Class B
Name
CCP Part No.
G201
Accessories Type
Slot Length C/O(mm) width(mm)
Name
CCP Part No.
Description
600292
600292
End Cap suit GV200
-
200
225
-
-
GMG
0.1
600295
600295
Locking bars and bolts pack p/m set
-
-
-
-
-
SS
0.1
GV200
325mm
275mm
225mm
Ground Line
GV210
GV220
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
Multipurpose Gal
GV300 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA GV300
Galvanised edge rail polymer concrete channel system Uplock locking system
Wide selection of grates
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
Class E
Extra locking Heavy E set Uplock
Cast in Galvanised steel edge rail
2mm Sealing groove for channel connection
Class F Extra Heavy F
Structural ribs for increased strength
Class G Extra Heavy G
348mm 300mm
1000mm
325mm
325mm
Knockout for 160/250mm outlet
348mm
310mm
348mm
End cap
Orca GV300 Series-Galvanised edge rail polymer concrete channel, 300mm C/O, Class D Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
GV300
600300
GV300.0 channel, 300mm C/O x 325D O/A Galv 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)
66425
60
Orca Polymer Concrete Properties Orca Drain GV300 series is manufactured from corrosion resistant polymer concrete with cast in galvanized 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 GV300 grates lead the industry in design and quality. GV300 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
Grate Type
Name
CCP Part No.
G301
Intake area (mm2) Per metre
Material
Weight (kg)
7
149850
Black Ductile
12
500
7
149850
Galv Ductile
12
334
1000
8
258320
Galv
14
B80
334
1000
6
258320
Galv
18
Class Load
Width C/O(mm)
Intake area (mm2) Per metre
Material
Weight (kg)
Description
Class Load
Width O/A(mm)
G301
Ductile heelguard grate suit GV300 range, Class D
D210
334
500
G302
G302
Ductile Gal heelguard grate suit GV300 range, Class D
D210
334
G308
G308
Galv mesh grate suit GV300 range, Class D
D210
G305
G305
Galv griptech heelguard grate suit GV300 range, Class B
Length Slot C/O(mm) width(mm)
Accessories Type
Name
CCP Part No.
Description
600392
600392
End Cap suit GV300, Class D
-
345
325
-
-
Galv
0.1
600395
600395
Uplock locking set pack p/m
-
300
-
-
-
Galv
0.1
Length Slot C/O(mm) width(mm)
AA Pavers I I Road Roadbase base Pavers EE Earth Earth LegendLegend BB Sand FF Concrete Sand Concrete J J Sitting Sittingcompound 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 I Road I base Road base Pavers Pavers E E Earth J J B B F F Sand Sand Concrete Concrete Sitting compound Sitting compound C Concrete C Concrete haunch haunch G Asphalt G Asphalt Legend Legend A Pavers A Pavers JI Road JI base B B F Earth F Earth Sand Sand Concrete Concrete Sitting compound Sitting compound Road base E E C 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 SubDbase Sub base H Base
I H G
I H
I H
I H G
I H G
HI
HI
G I
G I
H
H
I GG
I J
G HH
G J H G J G HI
250
200 200 200 200 200
C
C
100
www.civilproducts.com.au
E D B A
80 80 80
C
C
150 150 C
150
150 C
150 Mpa25 Mpa25
Non-shrinkNon-shrink Cmortar Cmortar Mpa25 Solid edgeSolid blockedge block
150 150 150 Cblock Non-shrink mortar mortar Solid edgeNon-shrink Solid edgeCblock 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 Mpa25 200
H
Mpa25
I
I
Mpa25
200
200 Mpa25
Mpa25 200 Mpa25
200
Mpa25
200 Mpa25
Mpa25
C
C
200
200
C
C
G I
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
200
200 Mpa25
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
Mpa25
250
250
D AA E
D E
A
A
BB
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
Mpa25
A E D B E
A
E B BB E B A A C
250
E B D
A E D B E
D E
C
Mpa25
250
E D B A
E B D
E B A
200
250 250 250
B A D
E D B A
D E
200
Mpa25 Mpa25 Mpa25 200 Mpa25 200
A D B
B EE A D
A
200
HI
E B A
A D B
C
C
200
I H G
E B DD A
C 200
C
200
HI
A
C 200
C C 200 200 200 200
H GI
D E
BB
200
C
200 200 200
H GI
D AA E A
200
Mpa25
C
C
B A D
150 C Solid Solid edge edge block block C 150 150 150 C Mpa25 Non-shrink Non-shrink mortar mortar Solid edgeSolid block edge block
G I
A D B
E D B A
C C 150
Mpa25 150 150 C
H
E B A
A D B B EE A D
150 150
Mpa25 150
G I
E B DD A
C
C
100
C
Mpa25
HIJ
D E A
E B D
150 150 Mpa25
150
BB
A E D B E
Mpa25
J
AA
A E D B E
150 150 150 Mpa25 Mpa25
HI
G HI
D E
100 C
C
J
C
100 100 C
150 150
J J
A E D B E
E B D
Mpa25
150
C
A E D B E
C
100 100
150 Mpa25
E B D
C
E D B A
100
Mpa25 C
Mpa25
B A D
100 100 Mpa25 C Mpa25
100
I H G
H G
80 80
80 80 80 80 80
J 100 Mpa25
100
A D B
E B D
C
Mpa25 C
EE
A B A
C
C C100
100 100
Mpa25
J H GI J I H G
G
100 100
DD
E D B A
100
Mpa25
100
150 150 150 150 150
H GI
C
BB
C
A
100 100
150
H GI
Mpa15
100
J
80
C
200 200 200 200 200
G HI
8080
200
100
150
H G
G HI
GG G HH H G I I I G H
200
250 250 250 250 250
Mpa25
250
Mpa25
C
J Mpa25
G
HI I G
H GI
C
250
J
Mpa25
200 200 200 200 200
Mpa25
C
250
J
100Mpa25 100 100 J Mpa25
I
200
Mpa25
250
J
Mpa25
G HI
250 C
J
H
200 200 200 200 200 200 200
Mpa25
250 C
J Mpa15
G I
H G I I
250 CC C 250 C
J
H
200
250
Mpa25
J 80
G I
GG
Mpa15 C
J
100 100
80
80
H GI
I H G
Mpa15
8080 C Mpa15
80a-a
100 100 100 100 100
H GI
80 Mpa15
C
100
I G H
Mpa15 8080a-a
150 150 150 150 150
I G H
Mpa15 80
B A D
a-a
150
H G
80
Mpa15 C
A D B
a-a
80
200 200 200 200 200
I I H G
8080
Mpa15
J J
a-a
100 100
G
HH H G
C
0800 478 335
HH G
I H G
Mpa25
250
I
I
150 150 150 150 150
150 150 150 150 150 150 150
200 200 200 200 200200 200
250
IG G
GH H
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F Mpa25
H
80
CC
8080 Mpa15
200 200 200 200 200 200 200
C
G I
H
80
a-a
80 Mpa15
200
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 C C 150 >1,5mMpa25 >1,5mMpa25 <2,0m <2,0m 150 150 150 C 150 C expansionexpansion joint joint 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 joint joint C <2,0m <2,0m F Fcontractioncontraction >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 joint joint F Fcontractioncontraction <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 200 Mpa25 200 200 C C 200 expansionexpansion joint joint contraction contraction joint joint F F C C Mpa25 200 Mpa25 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 Mpa25 Mpa25 <2,0m contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m contraction contraction joint joint C F F 200<2,0m 200 200 200C <2,0m Mpa25 Mpa25 >1,5m >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 joint joint F Fcontraction <2,0m 200<2,0m 200 contraction 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 joint CC 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 expansion expansion joint joint Mpa25 contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m C C 200 200 200 200 Mpa25 <2,0m Mpa25 expansionexpansion joint joint <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 contractioncontraction joint250 joint C F F 250 250 250 250 250 250 250 expansionexpansion joint joint >1,5m >1,5m joint joint F Fcontractioncontraction 250 <2,0m 250 250 250 <2,0m
G I
B A
200 200 200 200 200 200 200
80 80
100 100 100 100 100
100 100 100 100 100 100 100
80
80
>1,5m >1,5mcontraction FF 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 joint joint 100 100 contraction 100 100contraction 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 F joint100 joint Mpa25 Mpa25
250 Mpa25 250 Mpa25
1300 80 80 20
C
a-a
200
80
a-a
250 250 250 250 250 250 250
8080 C Mpa15
A
Mpa15 Mpa15 80 8080
I G H
250
80 80 80 80
80 Mpa15
80
<2,0m <2,0m
a-a
200
I H
C
a-a 8080
250 250 250 250 250
I H
C
a-a
250C
C
C
250C
250C
250
I H G
2mm 2mmA A
a-a
80 80
I H G
a-aa-a
80
H GI
100
Class G Extra Heavy G
2mm 2mm
Detail2mm a-a Detail2mm a-a
100 100 100 100 100
H GI
250 250 250 250 250 250 250
Class E Extra Heavy E
2mm 2mm
Detail a-a Detail a-a
100
80 80
course I G H
G
200
Class D Heavy
Detail2mm a-a Detail2mm a-a
150 150
G
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 contraction contraction 80 8080 80 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 contraction contraction expansionexpansion joint joint Mpa15 80 F jointMpa15 8080a-ajoint 80a-a F >1,5m >1,5m
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 Base H course Base course D D Sub base Sub 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 Gcontraction G Asphalt jointAsphalt F F joint haunch 80 80 8080 8080 >1,5m >1,5m a-a a-a H H contraction
expansion expansion joint joint
Class B Light
Detail a-a Detail 2mm 2mma-a
contraction contraction
expansion expansion joint joint B D
80 80
Class A Extra Light
Detail Detaila-a a-a
80
Installation Detail
Legend Legend
C
C
C
C
A B DD D B A D EE E 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
info@civilproducts.com.au
www.steelandtube.co.nz
ORCADRAIN
Multipurpose Gal
GH100 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA GH100
Galvanised edge rail polymer concrete channel system Uplock locking system
Wide selection of grates
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 2mm Sealing groove for channel connection
Class E Extra Heavy E
Cast in Galvanised 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 GH100 Series-Galvanised edge rail polymer concrete channel,100mm C/O, Class D Class Load
Width C/O(mm)
GH100-100 600012
GH100-100 channel, 100mm C/O x 100D O/A Galv edge, Class D
D210
100
1000
100
600010
GH100-80 channel, 100mm C/O x 80D O/A Galv edge, Class D
D210
100
1000
80
Ground Line
100mm
GH100-80
CCP Part No.
Length Start depth End depth O/A(mm) (mm) (mm)
80mm
Polymer concrete channel type
Name
GH100-100
GH100-80
0800 478 335
Cross sectional open area(mm2)
Weight (kg)
100
6252
12.5
80
4309
9
Orca Polymer Concrete Properties Orca Drain GH100 series is manufactured from corrosion resistant polymer concrete with cast in galvanised 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 GH100 grates lead the industry in design and quality. GH100 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
Grate Type
Name
CCP Part No.
G101
Intake area (mm2) Per metre
Material
Weight (kg)
7
44200
Black Ductile
5
500
7
44200
Galv Ductile
5
124
1000
7
75978
Galv
7
A10
124
1000
7
29988
Galv
2
D210
124
1000
8
21117
Galv
4
Galv Griptech heelguard grate suit GH100 range, Class B
B210
124
1000
6
50100
Galv
7
Class Load
Width C/O(mm)
Intake area (mm2) Per metre
Material
Weight (kg)
Description
Class Load
Width O/A(mm)
G101
Ductile heelguard grate suit GH100 range, Class D
D210
124
500
G102
G102
Ductile Gal heelguard grate suit GH100 range, Class D
D210
124
G108
G108
Galv mesh grate suit GH100 range, Class D
D210
G109
G109
Galv slotted grate suit GH100 range, Class A
G140
G140
Galv topslot suit range, Class D
G105
G105
GH100
Length Slot C/O(mm) width(mm)
Accessories Type
Name
CCP Part No.
Description
600013
600013
End Cap multi-depth suit GH100
-
130
100
-
-
SS
0.1
600195
600195
Uplock locking set pack p/m
-
100
-
-
-
Galv
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
Multipurpose Gal
GH200 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA GH200
Galvanised steel edge polymer concrete channel system Uplock locking system
Wide selection of grates
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
2mm Sealing groove for channel connection
Class E Extra Heavy E Class F Extra Heavy F
Cast in Galvanised steel edge rail
Class G Extra Heavy G
1000mm
Uplock locking system
130mm 248mm 200mm 130mm Knockout for 100/150mm outlet
248mm 248mm
110mm End cap
Orca GH200 Series- Galvanised edge rail polymer concrete channel, 200mm c/o, Class D Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
GH200
600015
GH200 channel, 200mm C/O x 130 O/A Galv 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 GH200 series is manufactured from corrosion resistant polymer concrete with cast in galvanized 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 GH200 grates lead the industry in design and quality. GH200 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
Grate Type
Intake area (mm2) Per metre
Material
Weight (kg)
7
83273
Black Ductile
9
500
7
83273
Galv Ductile
9
234
1000
7
170775
Galv
15
B80
234
1000
6
114000
Galv
15
Class Load
Width C/O(mm)
Intake area (mm2) Per metre
Material
Weight (kg)
Length Slot C/O(mm) width(mm)
Description
Class Load
Width O/A(mm)
G201
Ductile iron heelguard grate suit GH200, Class D
D210
234
500
G202
G202
Ductile iron Gal heelguard grate suit GH200 Class D
D210
234
G208
G208
Galvanised mesh grate suit GH200, Class D
D210
G205
G205
Galvanised griptech heelguard grate suit GH200, Class B
Name
CCP Part No.
G201
Accessories Type
Length Slot C/O(mm) width(mm)
Name
CCP Part No.
Description
600016
600016
End Cap suit GH200
-
200
225
-
-
SS
0.1
600295
600295
Locking bars and bolts pack p/m set
-
-
-
-
-
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
Multipurpose Gal
GH300 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA GH300
Galvanised edge rail polymer concrete channel system Uplock locking system
Wide selection of grates
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 Class E Extra Heavy E
Uplock locking set 2mm Sealing groove for channel connection
Cast in Galvanised steel edge rail
Class F Extra Heavy F
High density polymer concrete body
Class G Extra Heavy G
348mm 300mm
1000mm 130mm
130mm
Knockout for 160/250mm outlet
348mm 130mm 348mm
End cap
Orca GH300 Series-Galvanised edge rail polymer concrete channel, 300mm C/O, Class D Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
GH300
600020
GH300 channel, 300mm C/O x 130 O/A Galv 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 GH300 series is manufactured from corrosion resistant polymer concrete with cast in galvanized 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 GH300 grates lead the industry in design and quality. GH300 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
Grate Type
Name
CCP Part No.
G301
Intake area (mm2) Per metre
Material
Weight (kg)
7
149850
Black Ductile
12
500
7
149850
Galv Ductile
12
334
1000
8
258320
Galv
14
B80
334
1000
6
258320
Galv
18
Class Load
Width C/O(mm)
Intake area (mm2) Per metre
Material
Weight (kg)
Description
Class Load
Width O/A(mm)
G301
Ductile heelguard grate suit GH300 range, Class D
D210
334
500
G302
G302
Ductile Gal heelguard grate suit GH300 range, Class D
D210
334
G308
G308
Galv mesh grate suit GH300 range, Class D
D210
G305
G305
Galv griptech heelguard grate suit GH300 range, Class B
Length Slot C/O(mm) width(mm)
Accessories Type
Name
CCP Part No.
Description
600022
600022
End Cap suit GH300, Class D
-
345
130
-
-
Galv
0.1
600395
600395
Uplock locking set pack p/m
-
300
-
-
-
Galv
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
80 80 80 80
100 100 100 100 100 100
80
80
80 80
80 80 80 80 80
B A D
EE
E D B A
E B D A E D B E
D E A
AA BB
C
C
Mpa25
Mpa25
Mpa25
Mpa25
Mpa25
250
250
C
C
200 200 200 200 200 200
250 250 250 250 250
Mpa25
250C
250C
C
C
250C
250C
C
C
C
C
D E A
E B DD A
E B A
A D B
A D B
B EE A D
B A D
E D B A
E D B A
E B D
E B D
A E D B E
A E D B E
D AA E
D E
A
BB
A
E B DD A
E B A
A D B
A D B B A D
E D B A
E D B A
150 150 150 150 150
C
250
Mpa25 250 Mpa25 250
B A D
A E D B E
150
C
I
A D B
E D B A
150 150 150 150 150
200
250
I
Mpa25
250 250 250 250 250 250 250
C
Mpa25
A B A
E B D
150
200 200 200 200 200 200 200
200
200 200 200 200 200 200 200 200
200 200 200 200 200 200
250 C
C
H
250
Mpa25
250 C
H
250
Mpa25
A D B
DD
150 150 150 150 150
250
250 250 250 250 250
250
Mpa25
250
Mpa25
B A
BB
150
150 150
100 100
100 100 100 100 100 100
80
80 80 80 80 80
100 100 100 100 100 100
80
80 80 80 80 80 80
100 100 100 100 100 100 100 100
200
250 Mpa25 250 Mpa25
250
Mpa25
A
150 150 150 150 150 150 150
200 200 200 200 200
200 200 200 200 200 200 200
Mpa25
250 250 250 250 250 250 250
Class G Extra Heavy G
2mm 2mm
Detail2mm a-a Detail2mm a-a
A
200
Class E Extra Heavy E
2mm 2mm
Detail a-a Detail a-a
B EE A D
200
Class D Heavy
Detail2mm a-a Detail2mm a-a
150
Class C Medium
Detail a-a Detail a-a Detail2mm a-a Detail2mm a-a
2mm 2mmA A
200 200 200 200 200200 200
Class B Light
Detail a-a Detail 2mm 2mma-a
contraction contraction expansion expansion joint joint >1,5m >1,5m Jcourse J compound B B F F Sand Sand Concrete Concrete Sitting Sitting compound a-aa-a H Base H Base D 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 H contraction Base H course Base course D Sub Dbase Sub base expansionexpansion joint joint <2,0m <2,0mjoint>80 F joint >80 a-a J H H Sitting J compound B Sand B F Sand Concrete Concrete Sitting compound a-a >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 a-a a-a C Concrete C Concrete haunch G G Asphalt jointAsphalt F F joint haunch 80 80 80 80 80 80 80 80 >1,5m >1,5m a-a a-a H H contractioncontraction G G expansionexpansion joint joint a-a a-a <2,0m <2,0m >80 F F joint>80 a-ajoint a-a course H Base course D Sub D base Sub base H Base I I >1,5m >1,5m Mpa15 Mpa15 Mpa15 Mpa15 G G H H contraction contraction 80 80 80 80 80 8080 80 expansionexpansion joint joint <2,0m <2,0m >80 >80 a-a a-a F F joint H H a-ajoint a-a GI GI CC C C 80 contraction 80 8080 contraction 80 8080 80 Mpa15 Mpa15 Mpa15 expansionexpansion joint joint >1,5m Mpa15 >1,5m a-a a-a joint joint I I F F a-a a-a H H <2,0m <2,0m G G 80 8080 80 80 8080 80 >80 >80 Mpa15 Mpa15 C Mpa15 Mpa15 C C C contraction contraction I I expansionexpansion joint joint H H Mpa15 Mpa15 Mpa15 80 F jointMpa15 8080a-ajoint 80a-a 80 8080a-a 80a-a F >1,5m >1,5m C C C C G G I I <2,0m <2,0m 80 8080 80 8080 C 80 C C 80 C Mpa15 Mpa15 Mpa15 Mpa15 H H expansion expansion joint joint J J >1,5m >1,5m FF contraction contraction joint joint Mpa15 Mpa15 C <2,0m Mpa15 <2,0m Mpa15 C IG G I C C 80 8080 80 8080 80 >1,5m >1,5m expansionexpansion joint joint J J 80 F F contractioncontraction HH joint joint <2,0m <2,0m C C C C G G >1,5m >1,5m expansionexpansion joint joint Mpa15 Mpa15 Mpa15 J J Mpa15 I I <2,0m <2,0m F F contractioncontraction joint joint H H 100 100 100 100 100 100 100 100 G G expansionexpansion joint joint >1,5m >1,5m J J C C C C F F contractioncontraction joint joint <2,0m <2,0m I I G G H H 100 100 100 100Mpa25 100 100 100 >1,5m Mpa25 >1,5m 100 expansionexpansion joint joint Mpa25 J J Mpa25 F F contractioncontraction joint joint H H <2,0m <2,0m GI GI 100 100 100 C C 100 100 100 100 C C100 expansionexpansion joint joint J J Mpa25 Mpa25 Mpa25 Mpa25 I I F F contractioncontraction joint joint >1,5m >1,5m H H G G 100 100 100 100 100 100 100 100 <2,0m Mpa25 <2,0m Mpa25 C C C Mpa25 Mpa25 C I I expansionexpansion joint joint H H J J 100 100 100 100 100 100 100 100 F F joint joint Mpa25 contraction Mpa25 contraction Mpa25 Mpa25 C C C C G G I I >1,5m >1,5m 100 100 100 C 100 C 100 100 100 C 100 C <2,0m <2,0m Mpa25 H H Mpa25 Mpa25 Mpa25 expansion expansion joint joint >1,5m >1,5m FF contraction contraction joint I I C C C Mpa25 Mpa25 joint Mpa25 Mpa25 C <2,0m <2,0m GG 100 100 100 100 100 100 100 100 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint C C C C <2,0m <2,0m GH H G >1,5m >1,5m expansionexpansion joint joint Mpa25 Mpa25 Mpa25 Mpa25 Fcontractioncontraction F <2,0m <2,0m joint joint I I H H G G expansionexpansion joint joint >1,5m >1,5m C C C C Fcontractioncontraction F joint joint G G <2,0m 150 <2,0m HI HI 150 150 150 150 150 150 150 expansionexpansion joint joint >1,5m >1,5m F Fcontractioncontraction joint joint H H 150 150 150 150 <2,0m <2,0m 150 150 150 150 GI GI Mpa25 Mpa25 Mpa25 Mpa25 expansionexpansion joint joint I I F Fcontractioncontraction joint joint H H 150 150 150 150 >1,5mMpa25 >1,5mMpa25 150 150 150 150 G G Mpa25 Mpa25 C C CC <2,0m <2,0m 150 150 150 C 150 C 150 150 150 C 150 C expansionexpansion joint joint HI HI Mpa25 Mpa25 Mpa25 Mpa25 F Fcontractioncontraction joint joint G G >1,5m >1,5m I I 150 150 150 C 150 C Mpa25 Mpa25 Mpa25 Mpa25 150 150 150 C 150 C <2,0m <2,0m >1,5m Solid Solid edge edge block block H H >1,5m 150 150 150 C 150 C 150 150 150 C mortar 150 C expansion expansion joint joint Mpa25 Mpa25 Non-shrink Non-shrink <2,0mMpa25 <2,0mMpa25 J J Solid edgeSolid blockmortar edge block contraction contraction joint joint I I F F >1,5m >1,5m expansionexpansion joint joint GG Non-shrink Non-shrink mortar C Cmortar J J C C Mpa25 Mpa25 Mpa25 Mpa25 contraction joint joint <2,0m <2,0m F Fcontraction Solid edgeSolid blockedge block >1,5m 150 >1,5m 150 150 150 G G 150 150 150 150 HH expansionexpansion joint joint C Non-shrink Non-shrink mortar mortar C C J J <2,0m <2,0m Solid edgeSolid blockedgeCblock joint joint F Fcontractioncontraction H H G G expansionexpansion joint joint >1,5mMpa25 >1,5mMpa25 Mpa25 Mpa25 I I Non-shrinkNon-shrink mortar mortar J J contraction contraction joint joint F F <2,0m <2,0m Solid edgeSolid blockedge block G G HI HI C 200 C C C >1,5m200 >1,5m 200 200 Non-shrink200 200 200 200 expansionexpansion joint joint Non-shrink mortar mortar J J joint joint <2,0m Solid edge Solid blockedge F Fcontraction H H 200 200 200 200block 200<2,0m 200 contraction 200 200 GI GI expansionexpansion joint joint Non-shrinkNon-shrink mortar mortar J J contraction contraction joint joint I I >1,5m F F 200 200 200 200>1,5m 200 200 200 H H Mpa25 Mpa25 200 Mpa25 Mpa25 G G <2,0m <2,0m Solid edgeSolid blockedge block Mpa25 Mpa25 Mpa25 Mpa25 200 200 200 200 200 200 200 200 CC CC expansionexpansion joint joint HI HIJ Non-shrinkNon-shrink mortar mortar J joint C joint C F Fcontractioncontraction C C G G Mpa25 Mpa25 200 Mpa25 200 200 200 200 Mpa25 200 200 200 I I C C C C Mpa25 Mpa25 Mpa25 Mpa25 >1,5m >1,5m H H 200 200 200 200 200>1,5m 200 200 200 >1,5m <2,0m <2,0m C C C C I I expansion expansion joint joint <2,0m <2,0m Mpa25 Mpa25 Mpa25 Mpa25 contraction contraction joint joint expansionexpansion joint joint F F >1,5m >1,5m GG contraction joint joint C C C C F Fcontraction 200 200 200 200 200 200 200 200 <2,0m <2,0m Mpa25 Mpa25 Mpa25 >1,5m Mpa25 G G >1,5m expansionexpansion joint joint HH joint C joint C <2,0m <2,0m C C F Fcontractioncontraction H H G G expansionexpansion joint joint >1,5m >1,5m I I joint joint Mpa25 Mpa25 Mpa25 contraction F Mpa25 Fcontraction <2,0m <2,0m G G HI HI expansionexpansion joint joint C C C C >1,5m200 >1,5m 200 200 200 200 200 200 200 joint joint F Fcontraction H H <2,0m 200<2,0m 200 contraction 200 200 200 200 200 200 GI GI expansionexpansion joint joint joint contraction joint I I Fcontraction F >1,5m 200>1,5m 200 200 200 200 200 200 200 H H G G Mpa25 Mpa25 Mpa25 Mpa25<2,0m <2,0m Mpa25 Mpa25 Mpa25 200 200 200 200 200 Mpa25 200 200 200 expansionexpansion joint joint HI HI C C C C joint C joint C F Fcontractioncontraction C C G G Mpa25 Mpa25 I I 200 Mpa25 200 200 200 200 Mpa25 200 200 200 >1,5m >1,5m >1,5m C C C C Mpa25 Mpa25 Mpa25 >1,5m Mpa25 H H <2,0m <2,0m 200 200 200 200 200 200 <2,0m200 <2,0m200 C C C C >1,5m >1,5m I I expansion expansion joint joint Mpa25 Mpa25 Mpa25 Mpa25 expansionexpansion joint joint contraction contraction joint joint <2,0m <2,0m F F joint joint F Fcontractioncontraction >1,5m >1,5m C C 200 Mpa25 200 200C 200C 200 Mpa25 200 200 200 GG G G Mpa25 Mpa25 expansionexpansion joint joint <2,0m <2,0m joint joint F Fcontractioncontraction C C C C >1,5m >1,5m HH H H expansionexpansion joint joint G G <2,0m contraction joint joint F Mpa25 <2,0m Fcontraction Mpa25 Mpa25 Mpa25 I I >1,5m >1,5m I I G G H H expansionexpansion joint joint <2,0m <2,0m C C C C contraction joint250 F 250 250 Fcontraction 250 joint250 H H 250 250 250 250 250 250 250 250 250 250 250 GI GI expansionexpansion joint joint >1,5m >1,5m joint joint F Fcontractioncontraction I I 250 <2,0m 250 250 250 H H <2,0m G G 250 250 250 250 250 250 250 expansionexpansion joint joint 250 I I 250 Mpa25 250 250 250 H H Mpa25 Mpa25 Mpa25 Mpa25 Mpa25 Mpa25 Mpa25 contractioncontraction joint joint F F G G 250 250 250 CC C 250 C I I 250 250 250C C C 250C 80 80
Class A Extra Light
Legend Legend
200 200 200 200 200
Installation Detail
E B D
E B D
A E D B E
A E D B E
D AA E
D E A
BB
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
D E A E B A
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
D E
E B A D
D E A AA
A
E B BB E B A A 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
478www.civilproducts.com.au 335 www.steelandtube.co.nz 1300 0800 80 80 20 info@civilproducts.com.au