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for Bridge- and Tunnel Drainage
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FLOWTITE GRP Pipe Systems
AMITECH – Competence in GRP
The AMIANTIT Group is an international. growth oriented enterprise offering pipe systems for the areas of water. sewage. gas. oil and industry along with pipe technologies and water management of high quality throughout the world.
AMITECH GmbH has been producing glass reinforced pipe systems (GRP pipe systems) using the FLOWTITE winding method since 1993. This principle of continuous endless production permits the manufacture of pipes in standard lengths of 3. 6 and 12 m and in nominal sizes from DN 100 to DN 4000.
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AMIANTIT – a successful Group
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The production company AMITECH belongs to the AMIANTIT Group. Backed by the technical and financial resources of the Group. AMITECH GmbH produces and distributes GRP pipe systems under the brand names FLOWTITE and AMIREN predominantly on the Western European market.
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The use of the latest technologies places AMITECH GmbH in a position to offer its customers the best product for every application. Decades of experience in different pipe projects in many countries has made the company an expert in the transportation and handling of water and sewage. Modern and effective production plants produce cost-favourable products of highest quality. GRP pipe systems from AMITECH are a real alternative where economic efficiency. reliability and handling advantages are required.
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Thanks to the experience and commitment of all employees as well as the extensive product range. AMIANTIT occupies a globally significant market position. The enterprise therefore confidently aspires to international market leadership in this sector.
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In response to the global challenges AMIANTIT has considerably extended its international activities in recent years. An important area is the development of pipe solutions for different applications. Based on its experience the Group offers optimised pipe systems in different materials. Depending on customer requirements and country we supply:
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• GRP pipe systems (glass reinforced polyester pipes). made using different production methods under the names FLOWTITE. VECTUS and AMIREN. • GRE pipe systems (glass reinforced epoxy) under the name AMIPOX.
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• DIP systems (ductile iron pipes) under the name SADIP. • as well as pipes made of concrete.
The enterprise also offers water management services.
FLOWTITE GRP pipe systems Since the late sixties FLOWTITE has been present on the market and an international leader in GRP pipe technologies. The GRP pipes are made using the endless winding method and are available with diameters up to 4 metres. depending on plant. They are corrosionresistant. lightweight and resistant in water and sewage systems. They are also easy and simple to handle and are manufactured to high quality standards. The AMIANTIT Group manufactures FLOWTITE GRP pipe systems in many plants at numerous international locations.
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Inhaltsverzeichnis
1 Introduction........................................................ 4
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2 Construction and Requirements ..................... 4 2.1 Requirements....................................................... 4 2.2 Construction of a bridge drainage system.......... 4 2.3 Bridge Dewatering Systems................................ 5 2.4 Tunnel Drainage Systems.................................... 5 FLOWTITE GRP Pipes........................................ 6
4
Product Advantages.......................................... 7
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5 Product Range................................................... 9 Product Range STANDARD................................. 9 5.1 5.1.1 Pipes.................................................................... 9 5.1.2 Couplings........................................................... 10 5.1.3 Connectors........................................................ 10 5.1.4 Bends................................................................. 10 5.1.5 Branches 45�......................................................11 5.1.6 Eccentric reducers............................................. 12 5.1.7 Saddle pieces.................................................... 13 5.1.8 Flexible Pipe Connections................................. 14 5.1.9 Down Spout s....................................... 14 5.1.10 End Caps........................................................... 14 5.1.11 Pipe suspension systems.................................. 14 Product Range FLAME RETARDANT 5.2 acc. to ZTV-ING................................................. 15 5.2.1 Pipes.................................................................. 15 5.2.2 Connectors........................................................ 15 5.2.3 Bends................................................................. 16 5.2.4 Eccentric Reducers........................................... 16 5.2.5 Branches 45�..................................................... 17 5.2.6 Saddle pieces.................................................... 18 5.2.7 Flexible Pipe Connections................................. 19 5.2.8 Down Spout s....................................... 19 5.2.9 End Caps........................................................... 19 5.2.10 Pipe suspension systems.................................. 19
6 Installation........................................................ 20 7 Services............................................................ 21 8 References....................................................... 22
1 Introduction
2 Construction and Requirements
2.1 Requirements Bridge and Tunnel drainage pipelines must be resistant to external influences (spreading salts and acidic exhaust gases). vibrations and high temperature fluctuations. In addition. they need to be stable in form. easy to install. robust and of a long service life.
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Bridges and Tunnels are an essential but sensible part of every street network.
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The most common damage to bridges is caused quite often by non effective. defect or wrongly installed drainage systems. Another cause might be in the wrong material choice for the individual components of the drainage system.
They allow best possible routing by crossing mountains. valleys and rivers. But their open construction makes them vulnerable for damages and corrosion.
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Only adequate structural measures help to prevent major damages and corrosion. Bridge and Tunnel dewatering is one of these measures. The installation and functionality of an appropriate dewatering system is often crucial for the durability of bridges and tunnels. Providing sage water drainage. effective dewatering systems guarantee safe driving as well as corrosion prevention. even at extreme weather conditions.
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They should not impair the harmonious appearance of the constructions and are therefore usually adapted to the construction. Coloured designs with a long life-cycle are standard for this kind of application.
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2.2 Construction of a bridge drainage system
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A complete. functional drainage system consists of: •
the inlet system (“bridge outlet“)
•
the pipeline system with mountings and fixings and
•
the drainage system
The water drained from the bridge is fed into a draw pit and ed on into a storage reservoir.
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2.3 Bridge Dewatering Systems
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The dewatering pipeline should be installed with a minimum decline of 2 %. The pipeline´s diameter is dependent on the rainfall intensity. Bridge drainage systems should always take a ten-year peak rainfall
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are able absorb movements. Especially in this area. the connectors between the different parts of the pipeline system must be tightly ed. These areas should be checked in line with the periodic inspection and. if necessary. immediately tightened.
value into consideration. The pipeline system consists of various pipes and fittings. which guarantee the safe transport of the drainage from the bridge outlet to the outflow area. either into a reservoir or into the ground. Various fixings are used for mounting the drainage pipelines. whereby a more flexible modular system is advantageous.
2.4 Tunnel Drainage Systems
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A laminated dewatering system made of FLOWTITE GRP pipes is also first choice for tunnelling drainage. The systems are usually executed acc. to local regulations. in for example acc. to ZTV-ING. part 5 “Tunnel construction” (see below).
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The mounting system should fit without problem and free of tension to the camber and pitch of a bridge. In this way unforeseen deformations. and therefore water escapes. can be avoided. The fixing elements will be arranged according to static requirements and its distance is usually between 2 m and 3 m. In a new construction. anchor rails should be set in the concrete; when renovating. plugs suitable for use in cracked concrete should be used. The pipeline system should be accessible and therefore able to be monitored.
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At the intersection from the bridge construction to the abutment. or between two bridges. flexible connection pieces must be attached to the pipeline system. They
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3 FLOWTITE GRP Pipes
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The basic raw materials used in the FLOWTITE pipe´s manufacturing are resin. fibreglass and silica sand. FLOWTITE GRP pipes smaller than 300 mm are discontinuously manufactured with the same wall buildup than the bigger diameters. FLOWTITE pipes bigger than DN 300 are manufactured using the continuous advancing mandrel process. This process allows the use of continuous glass fibre reinforcements in the circumferential direction and creates a very dense laminate that maximizes the contribution from all three basic raw materials. Both continuous glass fibre rovings and choppable roving are incorporated for Roving rack high hoop strength and axial reinforcement. Saw
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FLOWTITE GRP pipeline systems are the perfect choice for the use in bridge and tunnel dewatering systems. Due to the raw materials used and the pipe wall build-up resulting in a multi-layer design. the use of these pipes guarantees long service life by being rust-free. as well as optimum safety through fast water drainage.
Release film
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Glass-fibres
Curing area
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Winder engine
A sand fortifier is used to provide increased stiffness by adding extra thickness. placed near the neutral axis in the core.
Finished pipe
With the FLOWTITE dual resin delivery system. the equipment has the capability of applying a special inner resin liner for severe corrosive applications while using a less costly resin for the structural and outer portion of the laminate. Taking advantage of the winding process. other materials such as veils or flame retardant additives can be added used to enhance the abrasion or fire resistance of the pipe. The pipes offer a high and consistent product quality worldwide and reliable product that complies to stringent performance standards such as AWWA. ASTM. DIN. EN. etc.
Surface veil
Computer & control s
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Day tank
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Dosing pumps
Bull tank
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Drawing: FLOWTITE filament winding machine
Exterior Surface
The figure below shows a typical cross section of a pipe laminate. This section. as well as the way of applying and placing different raw materials. can differ depending on the pipe application.
Outer Structural Layer Core
Inner Structural Layer
Chop Layer
Barrier Layer
Interior Layer
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4 Product Advantages
High Chemical Resistance By choosing optimum resin. FLOWTITE GRP pipes can be used for almost all types of liquid. The ideal selection takes the chemical properties of the liquid and the operating temperature into consideration.
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FLOWTITE Technology has been able to bring a product to the market that provides a low cost. longterm piping solution to customers around the world.
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The long list of features and benefits add up to provide the optimum installed and life cycle cost system and the unique combination of mechanical and chemical properties proves itself here in a special way.
Low Thermal Expansion The thermal expansion coefficient for FLOWTITE GRP pipes is approximately 24 – 30 x 10-6 1/K. Thermal expansion is therefore small and can be absorbed by couplings and ts.
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Superior Corrosion Resistance Thanks to its inherent corrosion resistance. the FLOWTITE pipe guarantees a long service life; in addition. the hard and smooth inner surface also offers no adhesion points for particles of any sort. This means that GRP pipes are practically maintenance free. In addition. they require no protective coatings or interior linings.
Thermal Expansion of FLOWTITE GRP Pipes ( T = 30 x 10-6 1/K) t (K)
L (mm) per 100 m Pipe length
10
30
20
60 90
40
120
50
150
60
180
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30
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High Hydraulic Efficiency FLOWTITE GRP pipes offer a very smooth inner surface with low roughness and a flow coefficient of approximately C=150 according to Hazen Williams. In contrast to other. corroding pipe materials. the roughness of the interior surface of FLOWTITE pipes doesn’t change in the course of time. since GRP pipes are not susceptible to corrosion. This results in a high hydraulic efficiency. There are no particle deposits and there is no further abrasion resulting in extremely low surface resistance. This allows increasing the fluid level and the use of smaller diameter pipes.
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210
80
240
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Excellent UV Resistance There is no evidence that UV exposure is a factor that affects the long-term service life of FLOWTITE pipes. In their long and comprehensive experience in the Middle East in damp and desert conditions. in Scandinavia in various dark and cold winters. as well as in more than 30 years of above ground pipe laying. FLOWTITE has not found any indications of any structural effects of radiation on its GRP pipes.
Light Weight Due to the light weight of GRP pipes. they can be easily loaded and unloaded. without the need for heavy lifting equipment. It also allows the pipe nesting that reduces transport costs and allows quicker installation.
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No E – Potential GRP pipes are made of a non-metallic material resulting in a lack of electrochemical corrosion. Stray currents from train lines or overhead cables do not attack the pipes.
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Individual design and colouring Although the pipes are UV resistant. a coloured outer surface that fits to the overall bridge design is quite often requested. The material properties of GRP allow the individual colouring of the outer layer acc. to the tailormade request of the customer
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Good Fire resistance (optional) Upon request. a special resin with an aluminium hydroxide additive will be used. This resin. designed acc. to German ZTV-Ing specification. has flame-retardant properties. Inflowing burning liquid poses no threat to the statics of the pipes.
= 17- 22 KN/m3
Heat conductivity:
= 0.19-0.25 w/mK
Thermal expansion coefficient:
= 24-30 x 10-6 1 / K
Surface resistivity:
= > 1013 /cm
Specific resistance:
= > 1012
Wide range of Stiffness The stiffness of a pipe indicates the ability of the pipe to resist external load. and negative pressures. It is an indication of its rigidity. FLOWTITE GRP pipes are delivered in three different standard stiffness classes Stiffness (N/m2) 2500 5000
10000
10000
Standard Stiffness Classes
18
36 72
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2500 5000
Stiffness (ASTM) (psi)
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Stiffness Class SN
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Density:
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Physical Properties:
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Individual stiffness classes are available on request. We also supply custom-designed pipe systems with a stiffness tailored to the needs of your project.
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Easy installation For pipes with a diameter bigger than DN 300. the production process allows the manufacture of individual lengths up to 18 metres. This results in a reduced number of couplings and shorter installation time. The light weight and easy handling of FLOWTITE pipes enables a fast installation and the precise inner and outer pipe dimensions allow the use of standard pipe mounting constructions with standard fixing systems. The material properties make a time consuming. additional special protective coating unnecessary.
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Low maintenance costs The very smooth inner lining and a high mechanical resistance prevents sludge build-up and provide consistently high flow rates. The excellent chemical resistance e.g. against thawing agents. oil residues. abrasive or brake dusts and the fact that the pipes are electrically non-conductive and non corrosive. make FLOWTTE GRP pipes very economical and long-lasting with low maintenance efforts over the years.
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5 Product Range
FLOWTITE GRP pipes for bridge and tunnelling systems are available as:
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Standard or Flame Retardant
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• •
For both product lines. an extended range of couplings. fittings and custom designed spools are available. The tables below show the most common products. If you need other sizes. parts and fittings. please your local FLOWTITE product supplier.
5.1 Product Range STANDARD
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5.1.1 Pipes
DN
ODP 0 +/-0.7
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ODP
SN 2500 nom. wall thickness (mm)
116.00
3.4
125
142.00
4.0
nom. wall thickness (mm)
SN 10000 Weight kg/m
nom. wall thickness (mm)
Weight kg/m
1.9
3.4
1.9
3.4
1.9
2.6
4.0
2.6
4.0
2.6
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100
SN 5000
Weight kg/m
168.00
4.6
4.0
4.6
4.0
4.6
4.0
220.50
5.8
6.9
5.8
6.9
5.8
6.9
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150 200 250
272.10
6.9
10.3
6.9
10.3
6.9
10.3
300
324.25
4.6
9.1
5.7
11.3
7.1
14.0
350
376.15
5.3
12.2
6.6
15.1
8.2
18.8
400
427.05
6.0
15.5
7.4
19.3
9.3
24.2
477.95
6.6
19.3
8.3
24.3
10.1
29.6
529.85
7.3
23.8
9.0
29.4
11.4
36.9
600
616.75
8.6
32.4
10.6
40.3
13.1
49.5
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450 500
718.75
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700 800
820.75
9.8
43.5
12.2
54.3
15.0
66.0
11.2
56.7
13.8
70.1
17.0
85.9
922.75
12.6
71.9
15.4
87.9
19.3
109.4
1024.75
13.8
87.8
17.1
108.0
21.3
134.3
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900
1000
Table: Other diameters. pressure classes and stiffness on request. Please your local dealer.
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5.1.2 Couplings IDC 0 +/-0.5
ODC
Length CL
nom. wall thickness (mm)
Weight kg/piece
100
116.5
138.9
150
11.2
1.2
125
142.5
164.9
155
11.2
1.3
150
168.5
190.9
160
11.2
1.5
200
222.0
256.4
175
17.2
3.6
250
273.6
308.0
175
17.2
4.4
300
328.5
357.5
240
14.5
6.9
380.4
409.4
240
14.5
8.0
431.3
460.3
240
14.5
9.0
IDC
ODC
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350 400
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DN
F
CL
482.2
511.2
240
14.5
10.0
534.1
563.1
240
14.5
11.0
600
621.0
650.0
240
14.5
12.8
700
723.0
752.6
240
14.8
15.2
800
825.0
856.0
240
900
927.0
959.0
240
1000
1029.0
1061.8
240
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450 500
18.1
16.0
21.0
16.4
23.8
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15.5
Tabelle: FLOWTITE Standard Couplings. All standard couplings are designed for a stiffness up to SN 10000.
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5.1.4 Bends
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5.1.3 Connectors
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Two Segmented Bend
Beside the FLOWTITE standard GRP couplings, steel connectors are one of the preferred ting methods when connecting standard FLOWTITE pipes. These couplings consist of a stainless steel mantle with an interior rubber sealing.
Three Segmented Bend
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Laying length LL
They are available in the pipe diameter range offered in this brochure.
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Laying length LL
DN
45�
90�
DN
45�
90�
100
250
350
125
275
375
500
650
1050
600
600
1100
150
300
400
700
650
1200
200
350
500
800
700
1350
250
400
600
900
800
1500
300
500
750
1000
850
1650
350
550
800
400
600
900
450
600
1000
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5.1.5 Branches 45� DN 2
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BL
DN 1 (mm)
HL
Header Length (mm)
Branch Laying length (mm) 420
100
600
125
100
600
125
600
100
600
150
700
100
600
150
700
200
800
200
250
300
700
710
150
800
710
200
900
780
250
1000
780
300
1100
850
350
1200
920
420
400
1300
920
500
1500
990
300
1100
920
420
400
1300
990
500
500
1500
1060
600
1600
1130
300
1100
990
420
600
420
500
700
600
500
150
700
500
400
1300
1060
1500
1130
200
800
570
500
250
900
570
600
1700
1200
100
700
500
700
1900
1270
800
570
300
1100
1060
200
900
570
400
1300
1130
250
1000
640
500
1500
1200
300
1100
710
600
1700
1270
100
700
570
800
2100
1410
W
LO
400
100
100
150
350
Branch Laying length (mm)
R
150
Header Length (mm)
420
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100
BL
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DN 2 (mm)
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DN 1 (mm)
BL
HL
DN 2 (mm)
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500 HL
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DN 1
800
150
800
570
400
1300
1200
200
900
640
900
500
1500
1270
250
1000
640
600
1700
1410
1900
1490
300
1100
710
700
350
1200
780
800
2100
1560
100
700
570
900
2300
1630
150
800
640
400
1300
1270
200
900
640
500
1500
1340
250
1000
710
600
1800
1490
300
1100
780
700
1900
1560
350
1200
850
800
2100
1630
400
1300
850
1000
2500
1770
1000
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5.1.6 Eccentric reducers
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Taper Length L = 2.5 x (DN 1-DN 2) Laying Length LL
DN 2 (mm)
100 125
Pipe Length A=B (mm)
Laying Length LL (mm)
50
125
300
725
100
125
300
725
100
125
300
725
100
250
300
850
200
150
125
300
250
150
250
300
200
125
300
200
250
400
300
250
125
350
250
250
725 850 725
1050
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250 300
LU
150 200
925
400
1050
300
125
400
925
300
250
400
1050
400
350
125
400
925
450
350
250
400
1050
450
400
125
400
925
500
400
250
400
1050
500
450
125
400
925
600
400
500
500
1300
600
450
375
400
1175
ES
350
R
400
400
W
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Taper Length L (mm)
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DN 1 (mm)
600
500
250
400
1050
700
500
500
400
1300
700
600
250
400
1050
800
600
500
400
1300
800
700
250
400
1050
900
700
500
400
1300
900
800
250
400
1050
1000
800
500
400
1300
1000
900
250
400
1050
12
5.1.7 Saddle pieces
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Saddle pieces are available as • standard 45˚ saddle pieces and • cleaning saddle pieces The length of these fittings is 500 mm for all pipe diameters
DN 2
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BL
DN 1
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HL
Cleaning saddle piece
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Standard 45˚ saddle piece
DN 2 (mm)
BL (mm) +/- 5 mm
HL (mm) +/- 5 mm
DN 1 (mm)
DN 2 (mm)
BL (mm) +/- 5 mm
HL (mm) +/- 5 mm
100
50
420
500
600
100
780
500
125
50
420
500
600
150
780
500
150
100
420
500
600
200
850
500
200
100
420
500
600
250
920
500
500
700
100
850
500
500
700
150
850
500
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DN 1 (mm)
150
500
250
100
500
250
150
500
500
700
200
920
500
300
100
500
500
700
250
990
500
300
150
570
500
800
100
990
500
300
200
570
500
800
150
990
500
350
100
570
500
800
200
1080
500
150
570
500
800
250
1150
500
200
640
500
900
100
1060
500
100
570
500
900
150
1060
500
900
200
1130
500
350
W
400
R
350
ES
200
150
570
500
400
200
640
500
900
250
1200
500
450
100
640
500
1000
100
1130
500
450
150
640
500
1000
150
1130
500
450
200
710
500
1000
200
1200
500
500
100
710
500
1000
250
1270
500
500
150
710
500
500
200
780
500
500
250
850
500
LO
400
13
5.1.10 End Caps
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5.1.8 Flexible Pipe Connections
L
100
300
50
450
300
50
100 100
500
100
450
500
100
800
200
450
800
200
125 125
300
50
500
500
100
500
125
800
200
500
150
300
50
600
150
500
100
150
800
200
200
300
50
75.0
125
75.0
150
87.5
200
87.5
250
87.5
300
120.0
350
120.0
400
120.0
50
450
120.0
500
100
500
120.0
800
200
600
120.0
300
50
700
120.0
600
500
100
800
120.0
600
800
200
900
120.0
700
300
50
1000
120.0
200
500
100
700
500
100
800
200
700
800
200
250
300
50
800
300
50
250
500
100
800
500
100
R
100
300
200
250
800
200
800
800
200
300
300
50
900
300
50
300
500
100
900
500
100
300
800
200
900
800
200
350
300
50
1000
300
50
350
500
100
1000
500
100
350
800
200
1000
800
200
400
300
50
400
500
100
400
800
200
W
LO
Length L (mm)
TI
Dilatation (mm)
DN
LU
DN
Length L (mm)
O
Dilatation (mm)
ES
DN
Length L (mm)
O N
Flexible pipe connections are buffering lateral and axial movements. These movements occur between the fix parts of a bridge (pylon) and the moving parts (superstructure).
5.1.11 Pipe suspension systems • Pipe suspension (longitudinal) acc. to RIZ WAS 13 (1) • Pipe suspension (down pipe connectors) acc. to RIZ WAS 5 / WAS 6 (2)
1)
Hanging distance: 500 mm Material used: 1.4401 bzw. 1.4571
2)
5.1.9 Down Spout s
Down pipe connector: Material used: 1.4401 bzw. 1.4571
Down spout s are available for diameters between DN 100 and DN 1000 with a length of 300 mm. 14
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5.2 Product Range FLAME RETARDANT acc. to ZTV-ING
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5.2.1 Pipes
ODP 0 +/-0.7
100
116.00
SN 2500
SN 5000
nom. wall thickness (mm)
Weight kg/m
3.4
1.9
125
142.00
4.0
2.6
150
168.00
4.6
4.0
200
220.50
5.8
250
272.10
6.9
300
324.25
4.6
350
376.15
5.3 6.0
477.95
6.6
SN 10000
Weight kg/m
nom. wall thickness (mm)
6.9
10.3
1.9
3.4
Weight kg/m 1.9
4.0
2.6
4.0
2.6
4.6
4.0
4.6
4.0
5.8
6.9
5.8
6.9
6.9
10.3
6.9
10.3
LU
427.05
450
3.4
9.1
5.7
11.3
7.1
14.0
12.2
6.6
15.1
8.2
18.8
15.5
O
400
nom. wall thickness (mm)
TI
DN
O N
ODP
19.3
7.4
19.3
9.3
24.2
8.3
24.3
10.1
29.6
529.85
7.3
23.8
9.0
29.4
11.4
36.9
616.75
8.6
32.4
10.6
40.3
13.1
49.5
700
718.75
9.8
43.5
12.2
54.3
15.0
66.0
ES
500 600
820.75
11.2
56.7
13.8
70.1
17.0
85.9
922.75
12.6
71.9
15.4
87.9
19.3
109.4
1000
1024.75
13.8
87.8
17.1
108.0
21.3
134.3
R
800 900
W
Table: Other diameters. pressure classes and stiffness on request. Please your local dealer.
LO
5.2.2 Connectors When connecting flame retardant FLOWTITE pipes, steel connectors are one of the preferred ting methods. These couplings consist of a stainless steel mantle with an interior rubber sealing. They are available in the pipe diameter range offered in this brochure.
15
5.2.4 Eccentric Reducers
PD
F
5.2.3 Bends
DN 1
DN 2
L
O N
L
L
100
150
118
125
187.5
147
150
225
177
200
300
236
250
350
275
300
400
314
350
450
400
500
450
550
500
600
600
700
550
700
800
628
800
900
707
900
1000
785
1100
864
DN
Radius R (mm)
Length L (mm)
100
150
125
150
DN 1 (mm)
353
393 431 471
Length L (mm)
100
50
250
125
100
250
150
100
250
150
125
250
200
150
500
250
200
500
300
250
500
350
300
750
400
300
750
400
350
750
400
750
400
750
600
500
750
600
500
750
500
400
750
600
500
750
600
500
750
700
600
1000
800
700
1000
236
900
800
1000
187.5
295
1000
900
1000
225
353
200
300
471
250
350
550
300
400
628
O
450
500
1000
W
R
Bend 90�
LO
DN 2 (mm)
TI
Length L (mm)
LU
DN
ES
Bend 45� Radius R (mm)
350
450
707
400
500
785
450
550
864
500
600
942
600
700
1100
700
800
1257
800
900
1414
900
1000
1571
1000
1100
1728
16
5.2.5 Branches 45�
F
DN 2
PD
BL
DN 1
HL
BL
DN 2 (mm)
Header Length (mm)
Branch Laying Length (mm)
DN 1 (mm)
100
100
600
420
500
125
100
600
420
125
600
420
150
100
600
420
150
700
420
200
100
600
150
700
200
800
250
900
100
700
LO
400
100
700
710
150
800
710
200
900
780
250
1000
780
1100
850
350
1200
920
500
400
1300
920
500
1500
990
300
1100
920
LU
600
Branch Laying Length (mm)
300
500
500
600
500
400
1300
990
570
500
1500
1060
600
1600
1130
300
1100
990
O
100
570
500
700
150
800
570
400
1300
1060
200
900
570
500
1500
1130
250
1000
640
600
1700
1200
300
1100
710
700
1900
1270 1060
100
700
570
300
1100
150
800
570
400
1300
1130
200
900
640
500
1500
1200
250
1000
640
600
1700
1270
300
1100
710
800
2100
1410
350
1200
780
400
1300
1200
100
700
570
500
1500
1270
W
350
800
Header Length (mm)
420
ES
300
700
BL
R
250
150 200
HL
DN 2 (mm)
TI
DN 1 (mm)
O N
HL
800
900
150
800
640
600
1700
1410
200
900
640
700
1900
1490
250
1000
710
800
2100
1560
300
1100
780
900
2300
1630
350
1200
850
400
1300
1270
400
1300
850
500
1500
1340
600
1800
1490
700
1900
1560
800
2100
1630
1000
2500
1770
1000
17
5.2.6 Saddle pieces
PD
F
Saddle pieces are available as • standard 45˚ saddle pieces and • cleaning saddle pieces The length of these fittings is 500 mm for all pipe diameters
DN 2
O N
BL
TI
DN 1
HL
DN 2 (mm)
BL (mm) +/- 5 mm
100
50
420
125
50
420
150
100
420
200
100
200
150
250
100 150
300
DN 2 (mm)
BL (mm) +/- 5 mm
HL (mm) +/- 5 mm
500
600
100
780
500
500
600
150
780
500
500
600
200
850
500
420
500
600
250
920
500
500
500
700
100
850
500
500
500
700
150
850
500
500
500
700
200
920
500
100
500
500
700
250
990
500
150
570
500
800
100
990
500
200
570
500
800
150
990
500
350
100
570
500
800
200
1080
500
350
150
570
500
800
250
1150
500
350
200
640
500
900
100
1060
500
400
100
570
500
900
150
1060
500
400
150
570
500
900
200
1130
500
400
200
640
500
900
250
1200
500
450
100
640
500
1000
100
1130
500
450
150
640
500
1000
150
1130
500
W
R
300
DN 1 (mm)
ES
300
HL (mm) +/- 5 mm
O
DN 1 (mm)
250
LO
Cleaning saddle piece
LU
Standard 45˚ saddle piece
450
200
710
500
1000
200
1200
500
500
100
710
500
1000
250
1270
500
500
150
710
500
500
200
780
500
500
250
850
500
18
5.2.9 End Caps
PD
F
5.2.7 Flexible Pipe Connections
DN
L
100
Dilatation (mm)
DN
300
50
450
Length L (mm)
Dilatation (mm)
300
50
DN
Length L in mm
100
100
125
100
150
100
200
100
250
100
300
150
350
150
TI
DN
Length L (mm)
O N
Flexible pipe connections are buffering lateral and axial movements. These movements occur between the fix parts of a bridge (pylon) and the moving parts (superstructure).
500
100
450
500
100
100
800
200
450
800
200
125
300
50
500
300
125
500
100
500
500
125
800
200
500
800
200
600
150 200
LU
100
400
150
50
450
150
100
500
150
300
50
600
300
50
150
500
100
600
500
100
800
200 200 200
O
150
700
800
200
600
800
200
200
300
50
700
300
50
1000
500 800
250
300
250
500
700
500
100
700
800
200
50
800
300
50
100
800
500
100
800
200
800
800
200
300
50
900
300
50
500
100
900
500
100
300
800
200
900
800
200
350
300
50
1000
300
50
350
500
100
1000
500
100
350
800
200
1000
800
200
LO
250
100
200
R
200 200
ES
150
900
400
300
50
400
500
100
400
800
200
300
W
300
5.2.10 Pipe suspension systems • Pipe suspension (longitudinal) acc. to RIZ WAS 13 (1) • Pipe suspension (down pipe connectors) acc. to RIZ WAS 5 / WAS 6 (2)
1)
Hanging distance: 500 mm Material used: 1.4401 bzw. 1.4571
2)
5.2.8 Down Spout s
Down pipe connector: Material used: 1.4401 bzw. 1.4571
Down spout s are available for diameters between DN 100 and DN 1000 with a length of 300 mm. 19
6 Installation
Lateral Pipelines Lateral pipelines. which are made of pipes and moulded fittings. are connected to the branches of possible longitudinal pipelines.
PD
F
The very light weight of FLOWTITE GRP bridge pipes in comparison to other materials. as well as the easy handling using standard separating tools. ensure quick installation.
LU
TI
O N
Longitudinal Pipelines The pipes of longitudinal drainage pipelines are connected with steel couplings or FLOWTITE GRP standard couplings. The pipe mountings must be fixed
Downpipes and Abutments All longitudinal pipelines lead to abutments and are then fed through or diverted. In order to compensate lateral and axial movement between the bridge and the abutment. bridge drainage hoses will be installed.
O
to the existing anchor rails beforehand at intervals according to static requirements. During renovations. the mounting is performed using special plugs approved for use in cracked concrete. The pipes are then laid in the lower half of the pipe clamp and then fixed with the top half. Branch saddle pieces are fixed at the points where lateral pipes . Cleaning saddle pieces are installed in flow direction after each branch. or after at least 30 m. For installation. the longitudinal pipe will then cut at the necessary point. The use of saddle pieces means that no waste is produced. In addition. the anchor rails can be set in the concrete in advance without problem.
R
ES
The flexible pipe connector also makes up possible building inaccuracies between the incoming and outgoing pipes.
LO
W
Connection to Bridge Outlets The sinks on the bridge surface are connected the longitudinal pipelines by using special connectors.
Chamber Connections • Draw Pits The pipelines are connected to chambers behind the abutments or at the base of the abutments. • Collection Chambers The collected surface water is fed into collection chambers or the receiving waters.
20
7 Services
F
Your FLOWTITE GRP pipe supplier does not only offer a complete system. He also provides various technical in the planning and implementation of bridge and tunnel drainage pipelines.
PD
Additionally. your dealer also offers complete systems associated with your drainage system such as manholes. pumping stations or combined sewer overflow (CSO) systems. In case you need any . please your local supplier.
Stormwater Separators Sewer pressure and sewer non-pressure Potable water Raw water Irrigation Hydropower Industrial
TI
For various applications. free FLOWTITE software tools are offered at www.ami-tools.net The tool platform provides: • the calculation of pipe statics for buried pipes acc. to different international standards • a tool called ami-flow which allows calculations for losses in fluid transportation systems and the reverse approach to calculate the missed power generation.
LU
• • • • • • • •
O N
FLOWTITE GRP pipes are not only used for bridge drainage systems. Extended literature and information is also available for other applications and systems like:
O
If you are interested please your local supplier or visit us at www.amiantit.com/s.
LO
W
R
ES
Since the first version of these tools was published as per end of 2006. more than 2.000 engineers around the globe have been ed. If you are not yet ed please feel free to for free at www.ami-tools.net.
21
8 References
F
The worldwide product availability of FLOWTITE GRP pipes has established drainage projects all over the world.
PD
The table below represents only a small extract of the available references. Many other customers around the world realized installations and an increasing number of projects are recently in work.
DN
Year
DN 200/250
2007
2660
DN 150-800
2006/2007
2
3490
DN 200-400
2007
Johannis bridge
2
950
DN 150/DN 200
2010
Körsch viaduct
2
730
DN 150/DN 200
2010
Fraport rolling bridge East 2
2
500
DN 150/DN 300
2010
Schwabelweiser bridge
2
350
DN 150
2010
A45
Ambach viaduct and Windelbach viaduct
2
2000
DN 150/DN 200
2010
A72
Edifice 6a
ES
2
540
DN 150-250
2009
Marktl
B12
Inn bridge
2
160
DN 150/DN 250
2010
Heilbronn
A6
Jagst viaduct and Gronach viaduct
2
1500
DN 250
2008
Leipzig
DB
NBS Ebensfeld-Erfurt. railway crossing/ viaduct Pöpelholz
2
350
DN 150/DN 200
2007
R
O N
Further information about additional references and case studies can be found on our website at www.amiantit.com.
Country
Town
Road type
Project name
Leonberg
A8
Rohrbach bridge
Oberrod
A73
Bridge Schleuse and Wiedersbach
2
Mülheim a. d. Ruhr
A52
Ruhr viaduct Mintard
Saarbrücken
B41
Stuttgart
B27
Nienburg
B6
Bauwerke NI 2 und NI 14
2
200
DN 150/DN 200
2010
Köhlbrand bridge Westrampe
2
1270
DN 150-300
2009
Herborn Hof
Hamburg
W
320
TI
LU
Regensburg
2
O
Frankfurt/Main
Type* Length (m)
B257
Lambach bridge
2
90
DN 150/DN 400
2009
Empfingen
A81
Instandsetzung Mühlbachtalbrücke
2
850
DN 125-300
2009
Berlin
A10
Nuthetal edifice 1Ü1
2
160
DN 200
2007
Denmark
Silkeborg
A66
Dalbro over Funder Adal
2
1860
DN 150-400
2009-2011
Austria
Wien
A5
Y-route. Eibesbrunn-Schrick
1
2400
DN 150-600
2008-2009
Assingberg-Steinberg
A2
Edifices P11. P12 und P14
1
1500
DN 150-400
2010
Innsbruck-Amras
A12
Amraser bridge B2-north
1
100
DN 500
2010
Gries
A10
Tauernautobahn edifices Z2 und Z3
1
240
DN 200/DN 250
2010
LO
Wolsfeld
22
F PD Road type
Project name
Italy
Albeins
LS28
Schrägseil bridge Albeins
Poland
Plock
Road
Plock bridge
Konin
Road
Konin bridge
Novo Mesto
Road
Maribor
Type* Length (m) 1
440
DN
Year
DN 200
2005
2500
DN 200-500
2006
1
3500
DN 200-500
2007
Jelse
1
800
DN 150-500
2007
Road
MB Lenart
1
200
DN 200
2007
Maribor
Road
Lendava-Pince
1
350
DN 150-250
2007
Highway Maribor to Sentilj
Highw. Senarska-Cogetinci
O
1
200
DN 150-250
2007
LU
1
ES
Slovenia
O N
Town
TI
Country
Highw. Vodole
1
500
DN 150-300
2007
BosniaHerzegovina
Highway SarajevoKakanj
Highw. Josanica-Podlugovi
1
3000
DN 150-500
2007
Czech Republic
Chomutov
Road
Motorway bridge Chomutov
1
850
DN 150/DN 200/ DN 300
2007
Decin
Road
Motorway bridge Decin
1
1710
DN 150/DN 200/ DN 250
2008-2009
Litomerice
Road
Motorway bridge Litomerice
1
396
DN 150/DN 200
2008-2009
Prague
Road
By Prague
1
5178
DN 150/DN 200/ DN 250
2008-2010
Opatovice
Road
Motorway bridge Opatovice
1
276
DN 200/DN 250
2008-2009
Tábor
Road
Motorway bridge Tábor
1
264
DN 200/DN 400
2009
Kamenný Dvůr
R6
Brücke Kamenný Dvůr
1
2640
DN 150/DN 200/ DN 250/DN 300/ DN 350
2008-2009
Pujayo
Road
Viaduct Pujayo
1
1200
DN 150/DN 450
2008
LO
W
R
Highway Maribor
Spain
* Type 1: STANDARD/Type 2: FLAME RETARDANT
23
O N
PD
F
This handbook is intended as a guide only. All values listed in the product specifications are nominal. Unsatisfactory product results may occur due to environmental fluctuations. variations in operating procedures. or interpolation of data. We highly recommend that any personnel using this data have specialised training and experience in the application of these products and their normal installation and operating conditions.
We welcome comments regarding this handbook.
Distributed by:
AMITECH GmbH Am Fuchsloch 19 04720 Mochau. OT Großsteinbach Tel.: + 49 34 31 71 82 0 Fax: + 49 34 31 70 23 24
[email protected] www.iH-.de www.amiantit.com
Saudi Arabian Amiantit Company - European Headquarters Am Seestern 18 40547 Düsseldorf Tel.: +49 211 550 270 0 Fax: +49 211 550 270 98
[email protected] www.amiantit.com
BRÜCKENROHRE-V1 08-10-E
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TI
The engineering staff should always be consulted before any of these products are installed to ensure the suitability of the products for their intended purpose and applications. We hereby state that we do not accept any liability. and will not be held liable. for any losses or damage which may result from the installation or use of any products listed in this handbook as we have not determined the degree of care required for product installation or service. We reserve the right to revise this data. as necessary. without notice.