ORCA DRAIN Polymer concrete channel range Industrial Cast Iron
www.steelandtube.co.nz
ORCADRAIN
Industrial Cast Iron
CV100 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA CV100
Ductile edge rail polymer concrete channel system Cast in Ductile edge rail
ASS3996:2006
Directional arrows and channel marking
Load Rating GuideGuide Load Rating Class A Extra Light Class B Light
Outlet position marking for easy installation
Class C Medium Class D Heavy
High density polymer concrete body
Class E Extra Heavy E Class F Extra Heavy F
2mm Sealing groove for channel connection
Anti-shunt and anti slip grating
Structural ribs for increased strength
Class G Extra Heavy G
130mm 100mm
1000mm
170-220mm
170-220mm
Knockout for 100 outlet
130mm
170-220mm
Orca CV100 Series-Ductile edge rail polymer concrete channel,100mm C/O, Class G Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
Length Start depth End depth O/A(mm) (mm) (mm)
CV110
600725
CV110.0 channel, 100mm C/O x 170 O/A deep cast edge, Class G
G900
100
1000
170
CV120
600747
CV120.0 channel, 100mm C/O x 220 O/A deep cast edge, Class G
G900
100
1000
220
GROUND LINE 170mm CV110
220mm CV120
0800 478 335
Cross sectional open area(mm2)
Weight (kg)
170
10592
21
220
15592
23
Orca Polymer Concrete Properties Orca Drain CV100 series is manufactured from corrosion resistant polymer concrete with cast in ductile iron 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 CV100 grates lead the industry in design and quality. CV100 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.
G125
G125
Description
Class Load
Width C/O(mm)
Ductile iron heelguard grate suit CV100, Class G
G900
100
Class Load
Width C/O(mm)
Length Slot C/O(mm) width(mm) 500
7
Intake area (mm2) Per metre
Material
Weight (kg)
13300
Ductile
9
Intake area (mm2) Per metre
Material
Weight (kg)
Accessories Type
Length Slot C/O(mm) width(mm)
Name
CCP Part No.
Description
600793
600793
End Cap multi-depth suit CV110 and CV120
-
100
220
-
-
Galv
0.1
600995
600995
M10 SS bolt set per meter
-
-
-
-
-
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
Industrial Cast Iron
CV200 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA CV200
Ductile edge rail polymer concrete channel system Anti-shunt and anti slip Cast in Ductile edge rail grating
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 Heavy E Class F Extra Heavy F
Structural ribs for increased strength
2mm Sealing groove for channel connection
Class G Extra Heavy G
248mm 200mm
1000mm
225mm to 325mm
225mm to 325mm
Knockout for 100/150mm outlet
248mm
244mm
214mm
Orca CV200 Series-Ductile edge rail polymer concrete channel,200mm C/O, Class G Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
Length Start depth End depth O/A(mm) (mm) (mm)
CV200
600800
CV200 channel, 200mm C/O x 225 O/A deep cast edge
E400
200
1000
225
CV210
600825
CV210 channel, 200mm C/O x 275 O/A deep cast edge
E400
200
1000
CV220
600847
CV220 channel, 200mm C/O x 325 O/A deep cast edge
E400
200
1000
0800 478 335
Cross sectional open area(mm2)
Weight (kg)
225
29386
35
275
275
36713
44
325
325
38267
49
Orca Polymer Concrete Properties Orca Drain CV200 series is manufactured from corrosion resistant polymer concrete with cast in ductile iron 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 CV200 grates lead the industry in design and quality. CV200 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.
G225
G225
Description
Class Load
Width C/O(mm)
Ductile iron heelguard grate suit CV200, Class E
E400
200
Length Slot C/O(mm) width(mm) 500
7
Intake area (mm2) Per metre
Material
Weight (kg)
84115
Ductile
9
Intake area (mm2) Pre meter
Material
Weight (kg)
Accessories Type
Length Slot C/O(mm) width(mm)
Name
CCP Part No.
Description
Class Load
Width C/O(mm)
600292
600292
End Cap suit CV200
-
200
225
-
-
GMG
0.1
600995
600995
M10 SS bolt set
-
-
-
-
-
SS
0.1
CV200
325mm
275mm
225mm
Ground Line
CV210
CV220
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
Industrial Cast Iron
CV300 Polymer concrete channel range
ORCA Civil Products www.steelandtube.co.nz
ORCA CV300
Ductile edge rail polymer concrete channel system Cast in Ductile edge rail
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
Anti-shunt and anti slip grating
Class E Extra Heavy E Class F Extra Heavy F
Structural ribs for increased strength
Class G
Extra Heavy G 348mm 300mm
1000mm
300mm 325mm
325mm
Knockout for 150/250mm outlet
348mm
310mm
348mm
Orca CV300 Series-Ductile edge rail polymer concrete channel,100mm C/O, Class G Name
CCP Part No.
Polymer concrete channel type
Class Load
Width C/O(mm)
CV300
600900
CV300.0 channel, 300mm C/O x 325 O/A deep cast edge, Class E
E400
300
Length Start depth End depth O/A(mm) (mm) (mm) 1000
0800 478 335
300
300
Cross sectional open area(mm2)
Weight (kg)
65057
65
Orca Polymer Concrete Properties Orca Drain CV300 series is manufactured from corrosion resistant polymer concrete with cast in ductile iron 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 CV300 grates lead the industry in design and quality. CV300 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.
G325
G325
Description
Class Load
Width C/O(mm)
Ductile iron heelguard grate suit CV300, Class E
E400
300
Class Load
Width C/O(mm)
Length Slot C/O(mm) width(mm) 500
7
Intake area (mm2) Per metre
Material
Weight (kg)
133000
Ductile
15kg
Intake area (mm2) Per metre
Material
Weight (kg)
Accessories Type
Name
CCP Part No.
Description
Length Slot C/O(mm) width(mm)
600392
600392
End Cap suit CV300
-
300
325
-
-
Galv
0.1
600995
600995
M10 SS bolt set per meter
-
-
-
-
-
SS
0.1
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 C Concrete C Concrete haunch haunch G Asphalt G Asphalt Sitting compound 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 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
Mpa25
C
C
I
Mpa25
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
J J J
E D B A E B D A E D B E
80
C
80
100
Mpa25 150
Mpa25 150 150 C
150
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 200 Mpa25 200 200 C C 200 Non-shrinkNon-shrink mortar mortar J J
HIJ
G I
G I
Mpa25 200
H
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
E D B A
C
150 150 C
Mpa25
HI
G HI
B A D
C
C C 150
Mpa25
I H G
H G
150 150 Mpa25
150
B EE A D
150 150
150 150 150 Mpa25 Mpa25
D E A E B A
C
C
150 150
J H GI J I H G
G
Mpa25
BB
A D B
A E D B E
100
AA
A D B
C
C
E D B A
E B DD A
100 C
100 100
150 Mpa25
D E
100 100 C
150 150 150 150 150
H GI
C
E B D
Mpa25 C
Mpa25
C
A E D B E
100
Mpa25
100
E B D
A E D B E
150
H GI
100 100 100 100 100
100
B A D
C
100 100 Mpa25 C
200 200 200 200 200
G HI
80
100 100
J 100 Mpa25
A D B
E B D
C
Mpa25 C
Mpa25
EE
A B A
C
A
100
DD
E D B A
C C100
100 100
BB
C
100
100 100
150 150 150 150 150
H G
G HI
80
C
Mpa25
100
G
80
80
Mpa25
I
80a-a
100 100
100
J
80 80
80 80 80 80
H
Mpa15
100 100
B A D
a-a
C
150
150 150 150 150 150 150
200 200 200 200 200 200
250 250 250 250 250 250
Mpa25
C
80
G I
8080
200 200 200 200 200
100
100
150
200 200 200 200 200200 200
Mpa25
C
J Mpa25
H
GG G HH H G I I G HI
C
250
J
G I
200 200 200 200 200
Mpa25
C
250
J
100Mpa25 100 100 J Mpa25
I H
200
250
J
I H
H GI
250 C
J
I H G
200 200 200 200 200 200 200
Mpa25
250
250
250 C
J Mpa15
H GI
HI I G
Mpa15 C
J
I H G
G HI
250 CC C 250 C
Mpa15
8080 C Mpa15
J 80
H GI
80
C
J
I G H
200
250
G
80 Mpa15
H G
HH H G
Mpa25
J J
Mpa15 8080a-a
A D B
a-a
80
Mpa15 C
Mpa15 80
I G H
GG
8080
Mpa15
I I H G
I H G
250 Mpa25 250 Mpa25 Mpa25
HH G
H G I I
250 250 250 expansionexpansion joint joint 250 Mpa25 Mpa25 FMpa25 Mpa25 contractioncontraction joint joint F 250
I
GH H
>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 joint C joint C F Fcontractioncontraction Mpa25 200 Mpa25 200 200 200 C C Mpa25 Mpa25 >1,5m >1,5m 200 200 200 200 >1,5m >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 contraction contraction joint joint <2,0m <2,0m C C F F 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
Mpa25
IG G
a-a
200
C
H
80
CC
8080 Mpa15
200 200 200 200 200 200 200
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 <2,0m 150 <2,0m 150 150 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 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
G I
H
80
a-a
80 Mpa15
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 contraction contraction 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
G I
B A
200 200 200 200 200 200 200
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
200
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
Mpa25 Mpa25 contraction joint C joint C <2,0m <2,0m F Fcontraction
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 80 8080 contraction 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 contractioncontraction expansionexpansion joint joint Mpa15 Mpa15 80 80 80 80 F F joint a-ajoint a-a >1,5m >1,5m
150 150 150 150 150 150 150
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 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
ORCADRAIN
Industrial Cast Iron
CH200 Polymer concrete channel range
ORCA www.steelandtube.co.nz
ORCA CH200-130
Ductile edge rail polymer concrete channel system Anti-shunt and anti slip grating
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
High density polymer concrete body
2mm Sealing groove for channel connection
Class D Heavy Class E Extra Heavy E
Cast in Ductile edge rail
Class F Extra Heavy F
248mm Class G 200mm Extra Heavy G
1000mm
130mm
130mm
Knockout for 100/150mm outlet
248mm 248mm
110mm End cap
Orca CH200 Series - Ductile edge rail polymer concrete channel, 200mm c/o, Class G Name
CCP Part No.
CH200-130 600040
Polymer concrete channel type
Class Load
Width C/O(mm)
CH200 channel, 200mm C/O x 130 O/A Ductile edge, Class D
G900
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
32
Orca Polymer Concrete Properties Orca Drain CH200 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 CH200 grates lead the industry in design and quality. CH200 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.
G225
G225
Description Ductile iron heelguard grate suit CV200, Class E
Class Load
Width C/O(mm)
E400
200
Class Load
Width C/O(mm)
-
200
Length Slot C/O(mm) width(mm) 500
7
Intake area (mm2) Per metre
Material
Weight (kg)
84115
Ductile
9
Intake area (mm2) Per metre
Material
Weight (kg)
-
SS
0.1
Accessories Type
Name
CCP Part No.
Description
600016
600016
End Cap suit CH200
Length Slot C/O(mm) width(mm) 225
-
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
Industrial Cast Iron
CH300 Polymer concrete channel range
ORCA Civil Products www.steelandtube.co.nz
ORCA CH300-130
Ductile edge rail polymer concrete channel system Anti-shunt and anti slip grating
Directional arrows and channel marking
Outlet position marking for easy installation
ASS3996:2006 Load Rating Load Rating GuideGuide Class A Extra Light Class B Light Class C Medium Class D Heavy
2mm Sealing groove for channel connection
Class E Extra Heavy E
High density polymer concrete body
Cast in Ductile edge rail
Class F Extra Heavy F Class G Extra Heavy G
348mm 300mm
1000mm 130mm
130mm
Knockout for 160/250mm outlet
348mm 130mm 348mm
End cap
Orca CH300 Series-Ductile edge rail polymer concrete channel, 300mm C/O, Class G Name
CCP Part No.
CH300-130 600080
Polymer concrete channel type
Class Load
Width C/O(mm)
CH300 channel, 300mm C/O x 130 O/A Galv edge, Class D
G900
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
37
Orca Polymer Concrete Properties Orca Drain CH300 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 CH300 grates lead the industry in design and quality. CH300 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
Description
Class Load
Width C/O(mm)
G325
Ductile iron heelguard grate suit CH300, Class E
E400
300
500
G328
Ductile iron Slotted grate suit CH300, Class D
D210
300
500
Class Load
Width C/O(mm)
-
345
Name
CCP Part No.
G325
G328
Intake area (mm2) Per metre
Material
Weight (kg)
7
133000
Ductile
15kg
80x80
192000
Ductile
11kg
Intake area (mm2) Per metre
Material
Weight (kg)
-
Galv
0.1
Length Slot C/O(mm) width(mm)
Accessories Type
Name
CCP Part No.
Description
600022
600022
End Cap suit CH300, Class D
Length Slot C/O(mm) width(mm) 130
-
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
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