PDF-Document 3,15 MB - Sector

Product range
Reinforced concrete slot units
»Pfuhler Rinne« channel
Profile options
»Pfuhler Rinne« channel
The channel with the clever slot
Safety does not always have to be »visible«.
The special design of the slot units allows inconspicuous but effective
use.
Reinforced concrete slot units can be installed for numerous uses:
● Roads and motorways
● Tunnels
● Petrol stations and motorway service areas
● Car parks
● Industrial and port facilities
● Container terminals
● Taxiways and aprons of airfields
Our profiles are available with up to six different cross-sections:
The diagrams show cross-section examples with the corresponding profiles.
Please refer to the table on page 4 – 5 for a clear presentation of the
available cross-sections and profiles and their combinations.
This enables you to make the right choice for each of your projects.
2
3
b2
h1
ha
b3
h2
[cm]
[cm]
[cm]
[cm]
[cm]
D
P20R
41
44
42
20
20
314
1.41
•
37
39
39
20
20
314
1.14
•
F
to the slot
•
Profile
Surface
gradient
Structural
calculation
(optional)
[t/each]
Load class
[cm2]
P20R
flat
•
•
P20R
•
•
P20R
P20RU
41
44
42
20
20
314
1.43
•
•
•
•
P20RU
P20RU
37
39
39
20
20
314
1.15
•
•
•
•
P20RU
•
•
P25R
•
•
•
P25RU
P25R
41
44
43
25
25
491
1.28
•
P25RU
41
44
43
25
25
491
1.30
•
P2030
40
44
52
20
30
514
1.59
•
P2030U
40
44
52
20
30
514
1.61
•
•
•
•
•
•
P2030
•
•
•
P2030U
P2030A07
40
44
52
7
20
30
514
1.71
•
•
P2030A07
P2030A12
40
44
52
12
20
30
514
1.80
•
•
P2030A12
15
P2030A15
40
44
52
P2030G
40
44
52
P2030A15
20
30
514
1.85
•
•
20
20 – 30
314 – 514
on avge 1.70
•
•
•
•
•
P2030UG
40
44
52
20
20 – 30
314 – 514
on avge 1.72
•
P3020U
50
52
42
30
20
488
1.58
•
•
•
•
P2030G
•
P2030UG
•
P3020U
P3020A07
50
52
42
7
30
20
488
1.73
•
•
P3020A07
P3020A12
50
52
42
12
30
20
488
1.83
•
•
P3020A12
15
P3020A15
50
52
42
P30R
50
54
52
30
20
488
1.90
•
•
30
30
706
1.91
•
•
P30RU
50
54
52
30
30
706
1.92
•
P30R
46
49
50
30
30
706
1.63
•
P30RU
46
49
50
P30RA07
50
54
52
7
30
30
706
1.64
•
30
30
706
2.07
•
•
•
•
P3020A15
•
•
P30R
•
•
P30RU
•
•
P30R
•
•
P30RU
P30RA07
•
P30RA12
50
54
52
12
30
30
706
2.17
•
•
P30RA12
P30RA15
50
54
52
15
30
30
706
2.24
•
•
P30RA15
P30RG
50
54
52
30
20 – 30
500 – 706
on avge 1.99
•
P30RUG
50
54
52
30
20 – 30
500 – 706
on avge 2.00
•
P3040
50
54
62
30
40
1006
2.13
•
P3040U
50
54
62
30
40
1006
2.14
•
P3040
46
49
60
30
40
1006
1.81
•
P3040U
46
49
60
30
40
1006
1.82
•
•
•
•
P30RG
•
•
•
•
P30RUG
•
•
•
P3040
•
•
•
•
P3040U
•
•
•
P3040
•
•
P3040U
P3040A07
50
54
62
7
30
40
1006
2.23
•
•
P3040A07
P3040A12
50
54
62
12
30
40
1006
2.33
•
•
P3040A12
15
P3040A15
50
54
62
P3040G
50
54
62
P3040A15
30
40
1006
2.40
•
•
30
40
706 – 1006
on avge 2.22
•
•
•
•
P3040UG
50
54
62
30
40
706 – 1006
on avge 2.23
•
•
•
P2040U
50
54
70
20
40
714
2.82
•
•
•
b1 = Width at top, b2 = Width at bottom, h1 = Height, ha = Kerb height,
b3 = Channel width, h2 = Channel height
4
Weight*
b1
[cm]
Flow
cross-section
Inner
dimensions
Profile
Outer
dimensions
»Pfuhler Rinne« supply range
•
P3040G
•
P3040UG
•
P2040U
* The weights relate to a standard channel with effective length 4.00 m and can
vary slightly due to raw material fluctuations.
5
Profile overview
Profile overview
Technical specifications
Cross-section
Standard channel
Drainage manhole
Cleaning channel
P20R*
Technical specifications
Weight
Flow cross-section
Load class
1.43 t/each
314 cm2
D, F
Effective length
4.00 m
Effective length
1.00 m
Effective length
1.00 m
Effective length
4.00 m
Effective length
1.00 m
Effective length
1.00 m
Effective length
4.00 m
Effective length
1.00 m
Effective length
1.00 m
Effective length
4.00 m
Effective length
1.00 m
Effective length
1.00 m
P25R*
Technical specifications
Weight
Flow cross-section
Load class
1.30 t/each
491 cm2
D, F
P2030*
Technical specifications
Weight
Flow cross-section
Load class
1.61 t/each
514 cm2
D, F
P3020*
Technical specifications
Weight
Flow cross-section
Load class
1.58 t/each
488 cm2
D
* Available with continuous or intermittent slot, also available with horizontal surface
or kerb. (For details, see supply range table, p. 4-5)
6
7
Profile overview
Profile overview
Technical specifications
Cross-section
Standard channel
Drainage manhole
Cleaning channel
P30R*
Technical specifications
Weight
Flow cross-section
Load class
1.92 t/each
706 cm2
D, F
Effective length
4.00 m
Effective length
1.00 m
Effective length
1.00 m
Effective length
4.00 m
Effective length
1.00 m
Effective length
1.00 m
Effective length
4.00 m
Effective length
1.00 m
Effective length
1.00 m
P3040*
Technical specifications
Weight
Flow cross-section
Load class
2.14 t/each
1006 cm2
D, F
P2040
Technical specifications
Weight
Flow cross-section
Load class
2.82 t/each
714 cm2
D, F
Special profiles
On request, we can also supply you
with profiles to your dimensional specifications, provided technically feasible.
Curved channel
Profile 3040 with
kerb 18 cm
Trapezoidal
channel
* Available with continuous or intermittent slot, also available with horizontal surface
or kerb. (For details, see supply range table, p. 4-5)
8
9
Sewer connections
Laying
The subbase of reinforced concrete slot units should correspond to that of
the adjacent carriageway. Reinforced concrete slot units must be laid on
frost-proof foundations. Depending on the traffic area loading and the property of the subsoil, the slot units are installed on a carefully compacted and
drawn off formation, a subbase layer or on an unreinforced concrete foundation.
If the adjacent traffic areas are made from stiff materials, e.g. concrete,
adequately dimensioned expansion joints (not dummy/shadow joints) must
be laid continuously along the whole height of the channel and along the length
of the slot unit. To avoid damage, we recommend use of our »System DEHA«
slot unit lifter, which we can supply to order.
General laying instructions are available to download from our homepage:
www.rohr.de.
In the event of unfavourable gradients, such a shaft construction can be
dispensed with. In that case, the reinforced concrete slot units can also be
directly connected to the drainage sewer. To this end, the shafts are available from the factory with integrated shaft lining for all the usual pipe materials and nominal sizes.
The maximum unit lengths given in the table therefore
result for the construction of radii (with a channel width
of 50 cm).
max.
effective length
The reinforced concrete slot units are connected to the drainage sewers
and drains by installing appropriate drainage manholes. These are combined
with road gulleys according to DIN 4052 and consist of a shaft, base with
DN 150, 200 or 300 mm outlet and a hot-dip galvanised sludge bucket. For
example, if a sealed shaft structure is required for environmental reasons,
we can also supply corresponding shafts with monolithic structures.
Our reinforced concrete slot units are equipped with
a removable plug-in connection in the form of a socket
and spigot. We supply wedge-shaped elastomer slip
rings as seals, which act as compression seals. These
are usually made from SBR material, but can also be
supplied made from EPDM or from NBR for increased
oil and fuel resistance requirements. The width of the
butt joint should be 5 to 10 mm and can be filled with
a suitable jointing compound after completion of the
traffic area construction. If laying radii, the channels
can be deflected so that a joint of 5 mm, (outside
15 mm) results on the inside
Radius
Slot unit connection
[m]
[m]
50
1.00
100
2.00
150
3.00
200
4.00
The outlet can be positioned laterally or in the direction of the drainage pipe,
less than 45° downwards or vertically. The distances between the connections must be adjusted to the size of the respective catchment/runoff area.
10
11
Manufacture / load bearing capacity
Support/bedding
Our reinforced concrete slot units are produced in precisely dimensioned
steel formwork. The concrete recipe used is continuously optimised with
respect to durability, taking into account state of the art engineering standards. Rebar steel BSt 500S/M is installed as reinforcement.
We use C50/60 concrete for our reinforced concrete »Pfuhler Rinne« slot
units. Its composition, production and use corresponds to a concrete to EN
206-1 and DIN 1045-2 and DAfStB guideline for self-compacting concrete
(Issued November 2003).
It is suitable for exposure classes:
XD3 - Reinforcement corrosion induced by chlorides, other than from seawater, environment is cyclically wet and dry
XF4 - Freeze/thaw attack with or without de-icing agents, environment with
high water saturation and de-icing agents
XA2 - Concrete corrosion induced by chemical attack, Moderately aggressive chemical environment, (except chemical attack by sulphate >
600 mg/l)
Class D 400 channels correspond to Type I to EN 1433; i.e. they do not
require a foundation to absorb loads in the installed condition to dissipate
the loads that occur during use. Class F 900 channels correspond to
Type M. They must be laid on a structurally calculated reinforced concrete
foundation.
Hydraulic performance
The slot unit can be considered as a pipe for the purposes of the hydraulic
calculations and the design carried out according to Prandtl-Colebrook. Flow
rates for the respective longfall are given in the diagram below.
The maximum distance between the inlet shafts/gulleys is calculated from
the flow rate for the given channel gradient divided by the lateral inflow per
meter length.
Due to the high concrete strength (C50/60) in conjunction with the high
tensile strength of the reinforcing steel used, reinforced concrete slot units
can safely withstand the static and dynamic loads that occur.
Constant, comprehensive quality assurance consisting of self-monitoring
and external monitoring ensures a consistently high quality standard.
According to EN 1433, drainage channels are classified in load classes
analogous to manhole covers. The classification is made by means of a load
test. We regularly subject our reinforced concrete »Pfuhler Rinne« slot units
to appropriate load tests, together with a certified test institute.
However, on request, we can also supply reinforced concrete slot units
whose load bearing capacity is additionally verified, taking into account the
respective loading and installation conditions according to accepted good
reinforced concrete construction practice (DIN 1045-1). Road traffic loads
are applied according to the DIN report 101, loads on airfield and airports
correspond to the recommendations of the »Arbeitsgemeinschaft Deutscher
Verkehrsflughäfen« (ADV).
The following is a comparison between EN 1433 classification and the
structural calculation:
12
Classification to:
EN 1433
Test load to
DIN EN 1433
Class D 400
400 kN
Class F 900
900 kN
Load pattern
structural calculation:
SLW 60/DIN
Technical Report 101
BFZ 7500
The water inlet area of all profiles, based on the standard effective length
4.00 m with continuous slot, is approx. 25,500 mm2/m, for channels with
an intermittent slot and profiles 3020, 30R, 3040 and 2040 it is approx.
17,500 mm2/m and for profiles 20R, 2030 and 25R it is approx. 14,900
mm2/m.
13
Reinforced concrete slot units with
integrated internal gradient
Drainage manhole/gulley (low point) in the middle
Pfuhler Blocks
A safe solution
Pfuhler Blocks*
Facts and figures
Concrete quality
We only use concrete to EN 206 and DIN1045-2 and strength class C50/60
for our Pfuhler blocks.
Drainage channel (high point) in the middle
It is suitable for exposure classes:
XF4 – Freeze/thaw attack with or without de-icing agents, environment with
high water saturation and de-icing agents.
XA2 – Concrete corrosion induced by chemical attack, Moderately aggressive chemical environment.
Its quality is monitored daily in our in-house laboratory.
Bay/layby drainage
* This product is legally protected.
These components consist of a channel element with effective length 2.21 m
and flow cross-section 706 cm2 and have a kerb upstand of 7 cm at the rear
and side.
14
15
Pfuhler Blocks
A safe solution
Pfuhler Blocks
A safe solution
Pfuhler Blocks*
offer decisive advantages
●
Verge protection
Reduced repair effort on side strips
● Visual improvement of the road layout and curves
● Reduced risk of slipping due to dirty carriageway
●
Here is a selection of Pfuhler blocks,
other types are available on request.
Standard block
Dimensions:
L x W x H1 (H2) = 35 x 40 x 8 (12) cm
Weight: approx. 40 kg
Pfuhler block application examples
Joints table for laying radii
R=
Drainage blocks
For draining the road
Curved blocks
10 m
12 m
15 m
30 m
Joint, inside [cm]
0.5
0.8
1.2
1.5
Joint, outside [cm]
2.0
2.0
2.0
2.0
Appearance
A special coating is applied to Pfuhler blocks. The standard coating is either
grey or red. Other coating colours are available on request.
By using alternating, highly contrasting colours, a visual warning effect can
be achieved, for example in tight curves or other hazardous areas.
For building tight curves
Balance block
For asynchronous tyre noise
Road block, high
For increased approach resistance
* This product is legally protected.
16
17
Betonwerk Neu-Ulm GmbH & Co. KG
Fischerholzweg 54
89233 Neu-Ulm
tel. 07 31 • 9 79 80-0
fax 07 31 • 9 79 80-49
betonwerk.neu-ulm@rohr.de
We reserve the right to make
changes, even without prior notice.
Dated 09|09
www.rohr.de