sewer water pictures/lianyungang zhongfu... · 2020. 9. 28. · awwa awwa c950 is one of the most...

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1. Company Profile P4 2. Product Advantages P5 3. Performance Standards P6 4. Qualification Testing P7 5. Control Testing P8 6. Pipe Performance P9

and Dimensions 7. Pipe Joints P14 8. Fittings and Accessories P15 9. Unloading, Handling, P24

Transportation and Storage10. Installation P25

CONTENTS

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SEWER WATER

APPLICATION FIELDS

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1: COMPANY PROFILE

Blue Tongue™ GRP Pipe Systems produce large bore engineered glass reinforced polymer (GRP) pipe suitable for a variety of applications.

All Blue Tongue™ products are distributed in Australia and New Zealand by Blue Tongue™ Pipe Pty. Ltd., a leading provider of high-quality, performance based pipe solutions for complex oil and gas, industrial, water and infrastructure projects throughout the world. Blue Tongue™ GRP Pipe Systems have an extensive project history – successful international installations include desalination plants, power stations, and liquefied natural gas terminals in several countries including Indonesia, Pakistan, China and Sudan.

Blue Tongue™ products are manufactured by Zhongfu Lianzhong, a joint-venture company between China Composites Group Corporation Ltd and CNBM – a Fortune 500 company.

Blue Tongue™ products are manufactured to comply with Australian, New Zealand and international standards, including; AS/NZS 3571, ISO 10467:2004 Mod, ISO 10639:2004 Mod, AS/NZS 4020, AS/NZS 2566.1, AS/NZS 2566.2, ISO9001-2000, ISO14001, OHSAS18001.

The joint-venture company is the largest composites manufacturing company in China. They have 20 production lines of GRP pipe and tank and manufacture 80,000 tons of GRP pipe, rotor blade and tanking systems every year.

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2: PRODUCT ADVANTAGES

FEATURES & BENEFITS

Corrosion-resistant• Long, effective service-life materials• No need for linings, coatings, cathodic protection, wraps

or other forms of corrosion protection• Low maintenance costs• Hydraulic characteristics essentially constant over time

Light weight(¼ weight of ductile iron; 1⁄10 weight of concrete)

• Low transport costs (nestable)• Eliminates need for expensive pipe handling equipment

Standard lengths(3, 6, 12 metres)

• Fewer joints reduce installation time• More pipe per transport vehicle means lower delivery

costs• Custom lengths available on request

Extremely smooth bore• Low friction loss means less pumping energy needed

and lower operating costs• Minimum slime build-up can help lower cleaning costs

Precision sealabilityWith elastomeric rubber rings

• Tight, efficient joints designed for bell & spigot to eliminate infiltration and ex-filtration

• Ease of joining, reducing installation time• Accommodates small changes in line direction without

fittings or differential settlement

Flexible manufacturing• Custom diameters can be process manufactured to

provide maximum flow volumes with ease of installation for rehabilitation lining projects

High technology pipe design• Lower wave celerity than other piping materials can

mean less cost when designing for surge and water hammer pressures

High technology pipe manufacturing system producing pipe that complies to stringent performance standards (AWWA, ASTM, DIN, EN, etc.)• High and consistent product quality worldwide which

ensures reliable product performance

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Blue Tongue™ GRP pipe is manufactured by Zhongfu Lianzhong complies with various international standards.

3: PERFORMANCE STANDARDS

ASTM D3262 Gravity Sewer

ASTM D3517 Pressure Pipe

ASTM D3754 Pressure Sewer

AWWA C950 Fiberglass Pressure Pipe

AWWA M-45 Fiberglass Pipe Design Manual

GB21238 Fiberglass pipe with sand filler

JC552 Fiberglass pressure pipe

CECS190 Fiberglass pipe Design Manual

CECS129 Fiberglass pipe Installation & Inspection Manual

DIN 16868 Glass Fiber-Reinforced Polyester Resin Pipes

BS 5480 Pipes and Fittings for Water and Sewage

AUSTRALIAN STANDARDS AND COMPLIANCE

Product StandardsBlue Tongue™ is manufactured to comply with Australian Standards

• AS 3571.1 ‘Plastic piping systems – Glass reinforced thermo setting plastics (GRP) systems based on unsaturated polyester (UP) resin – Pressure and non pressure drainage and sewerage (ISO 10467:2004 Mod)’

• AS 3571.2 ‘Plastic piping systems – Glass reinforced thermo setting plastics (GRP) systems based on unsaturated polyester (UP) resin – Pressure and non pressure water supply (ISO 10639:2004 Mod)’

• AS/NZS 4020 ‘Testing of products for use in contact with drinking water’

Structural design and installation• AS/NZS 2566.1 ‘Buried flexible pipelines Part 1:

Structural design’.• AS/NZS 2566.2 ‘Buried flexible pipelines Part 2:

Installation’.• W.S.A.A (Water Services Association

of Australia) Appraisal (Pending)

ASTMZhongfu Lianzhong manufacture GRP pipe to meet all of these ASTM standards for fiberglass pipe applications.

All product standards apply to pipe with diameter ranges of 25 mm to 4000 mm and require the flexible joints to withstand hydrostatic testing in configurations (per ASTM D4161) that simulate exaggerated in-use conditions. These standards include many tough qualification and quality control tests.

OTHERSZhongfu Lianzhong developed and tested the Blue Tongue™ GRP pipe range to comply with other international standards such as British Standards (BS) and German Standards (DIN).

AWWAAWWA C950 is one of the most comprehensive product standards in existence for fiberglass pipe. This standard for pressure water applications has extensive requirements for pipe and joints, concentrating on quality control and prototype qualification testing. Like ASTM standards, this is a product performance standard. Blue Tongue™ pipe is designed to meet the performance requirements of this standard. AWWA has recently issued a new standards manual, M-45, which includes several chapters on the design and fabricate of GRP pipe for buried and aboveground installations.

GB STANDARDSZhongfu Lianzhong participated in the formulation of Chinese national standards for the manufacturing of GRP pipe including GB21238, JC552, CECS190,

CECS129 which are equivalent to corresponding international standards. The performance, design and burying of GRP pipe is specified by these standards.

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Hydrostatic Design Basis - HDBAnother important qualification test is the establishment of the Hydrostatic Design Basis - HDB. This test is carried out in accordance with ASTM D2992 Procedure B and requires hydrostatic pressure testing to failure (leakage) of many pipe samples at a variety of very high constant pressure levels. As in the previously described strain corrosion test, the resulting data is evaluated on a log-log basis for pressure (or hoop tensile strain) vs. time to failure and then extrapolated to 50 years. The extrapolated failure pressure (strain) at 50 years – referred to as the hydrostatic design basis (strain) or HDB – must be at least 1.8 times the rated pressure class (strain at the rated pressure).

In other words, the design criteria requires that the average pipe be capable of withstanding a constant pressure of 1.8 times the maximum operating condition for 50 years. Due to combined loading considerations, that is the interaction of internal pressure and external soil loads; the actual long-term factor of safety against pressure failure alone is higher than 1.8. This qualification test helps assure the long-term performance of the pipe in pressure service.

Joint TestingThis important qualification test is conducted on joint prototypes for elastomeric gasket sealed bell and spigot joint. This is a severe test carried out in accordance with ASTM D4161. It incorporates some of the most stringent joint performance requirements in the piping industry for pipe of any material within the pressure and size ranges of Lianzhong pipe. ASTM D4161 requires these flexible joints to withstand hydrostatic testing in configurations that simulate very severe in-use conditions. Pressures used are twice those rated and 200 kPa (2 bar) is used for gravity flow pipe. Joint configurations include straight alignment, maximum angular rotation and differential shear loading. A partial vacuum test and some cyclical pressure tests are also included.

A common element shared by all standards is the need for a pipe manufacturer to demonstrate compliance with the standards’ minimum performance requirements. In the case of GRP pipe, these minimum performance requirements fall into both short-term and long-term requirements. The most important of these and generally specified at the same level of performance in all the previously defined standards is joint, initial ring deflection, long-term ring bending, long-term pressure and strain corrosion capability. Blue Tongue™ pipe has been rigorously tested to verify conformance to the ASTM D3262, ASTM D3517, AWWA C950 and DIN 16868 requirements.

Strain corrosion testingA unique and important performance requirement for GRP gravity pipe used in sewer applications, is the chemical testing of the pipe in a deflected or strained condition. This strain corrosion testing is carried out in accordance with ASTM D3681, and requires a minimum of 18 ring samples of the pipe to be deflected to various levels and held constant. These strained rings are then exposed at the invert of the interior surface to 1.0N (5% by weight) sulphuric acid (see Figure 1). This is intended to simulate a buried septic sewer condition. This has been shown to be representative of the worst sewer conditions including those found in the Middle East, where many Lianzhong manufactured pipes have been successfully installed.

The time to failure (leakage) for each test sample is measured. The minimum extrapolated failure strain at 50 years – using a least squares regression analysis of the failure data – must equal the values shown for each stiffness class. The value achieved is then relatable to the pipe design to enable prediction of safe installation limitations for GRP pipe used for this type of service. Typically this is 5% in-ground long-term deflection.

4: QUALIFICATION TESTING

Stiffness Class Scv. Strain, %

SN2500 .49 (t/d)

SN5000 .41 (t/d)

SN10000 .34 (t/d)

Figure 1. Strain Corrosion Test Apparatus

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5: CONTROL TESTINGRaw MaterialsRaw materials are delivered with vendor certification demonstrating their compliance with Zhongfu Lianzhong quality requirements. In addition, all raw materials are sample tested prior to their use. These tests ensure that the pipe materials comply with the specifications as stated.

Physical PropertiesThe manufactured pipe’s hoop and axial load capacities are verified on a routine basis. In addition, pipe construction and composition are confirmed.

Finished PipeAll pipes are subjected to the following control checks:

• Visual inspection• Barcol hardness• Wall thickness• Section length• Diameter• Hydrostatic leak tightness test to 1.5 rated

pressure (only PN6 and above)

On a sampling basis, the following control checks are performed:

• Pipe stiffness• Deflection without damage or structural failure• Axial and circumferential tensile load capacity

Stiffness Class SN

2500 5000 10000

A 15% 12% 9%

B 25% 20% 15%

Deflection Level*

*Laboratory Test

Initial Ring DeflectionAll pipes must meet the initial ring deflection levels of no visual evidence of cracking or crazing (Level A) and no structural damage to the pipe wall (Level B) when vertically deflected between two parallel flat plates or rods.

Long-Term Ring BendingAWWA C950 requires the test to be carried out, with the resulting 50-year predicted value used in the pipes’ design. Blue Tongue™ pipe is tested using the guidelines of ASTM D5365 ‘Long-Term Ring Bending Strain of Fiberglass Pipe’ and meets both requirements.

Potable Water ApprovalsBlue Tongue™ pipe has been tested and approved for the conveyance of potable water meeting many of the world’s leading authorities’ and testing institutes’ criteria, including:

• WRAS (Water Regulations Advisory Scheme)• AS/NZ 4020 Testing of products in contact with

drinking water.

In most cases, early tests for product assessment require the test pieces to be deflected to values associated to the long-term ultimate ring deflections when subject to wet conditions. The percentage values shown in row A of the table below are the minimum percentages of specific ring deflections permitted without showing signs of bore cracks. When deflected further, the minimum specific ring deflection values without showing signs of structural damage are given in row B.

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1. PIPES

Hoop tensile strength 250MPa

Axial tensile strength 120MPa

Axial flexural strength 100MPa

Interlaminar shear strength 13MPa

Hoop tensile modulus 22GPa

Axial tensile modulus 12.5GPa

Hoop bending modulus 22GPa

Axial bending modulus 12.5GPa

Hoop bending strength 220MPa

Hoop compressive strength 160MPa

Axial compressive strength 100MPa

Hoop compressive modulus 20GPa

Axial compressive modulus 11GPa

Vertical shear strength 60MPa

Elongation at break 0.8%

Maxmum allowable short time composite strain 0.3%

Maxmum allowable composite strain 0.17%

2. FITTINGS

Tensile strength 160MPa

Bending Strength 160MPa

Compressive strength 140MPa

Tensile modulus 13GPa

Bending modulus 13GPa

PROPERTY UNITS PIPES FITTINGS

Density g/cm³ 1.85 – 2.1 1.55 – 1.75

Glass content (by weight) % 65 – 75 35 – 50

Specific Gravity kg/m³ 1.850 1.650

Coefficient of Linear Thermal Expansion 1/˚C 1.8*10-5 – 2.2*10-5 1.8*10-5 – 2.2*10-5

Thermal Conductivity W/mK 0.26 0.26

Electrical Resistivity (standard pipe) Ohm/m 109 109

Electrical Resistivity (conductive pipe) Ohm/m

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6.3 FLOW VELOCITYMaximum recommended flow velocity is 3.0m/sec. Velocities of up to 4.0m/sec can be used if the water is clean and contains no abrasive material.

6.4 UV RESISTANCEThere is no evidence to suggest that ultraviolet degradation is a factor that affects the long-term service life of Blue Tongue™ pipes. The outermost surface may be affected with potential discoloring of the surface observed. If desired, the installing contractor may paint the exterior surface of Blue Tongue™ pipe with an approved two-part urethane paint compatible with GRP. It should be noted that this will then become an item requiring future maintenance if the paint is desired to be kept to optimal standards.

6.5 FLOW COEFFICIENTSBased on tests carried out over a 3-year period on Blue Tongue™ pipe, the Colebrook-White coefficient can be taken as 0.029 mm corresponding to a Hazen-Williams flow coefficient of approximately C=150. Contact Blue Tongue™ Pipe for more detailed information if needed.

6.6 ABRASION RESISTANCEIn some situations abrasion resistance may be related to the effects that sand or similar material may have on the inner surfacing of the pipe. Currently there is no widely standardized ranking method or testing procedure, therefore Blue Tongue™ pipe has been examined and evaluated by using the Darmstadt Rocker method. This has resulted in results being highly influenced in accordance to the abrasive material used during testing. Using gravel obtained from the same source as Darmstadt University has shown the average abrasion loss of GRP pipe is 0.34 mm at 100.000 cycles.

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1. Internal liner (thickness 1.0 – 2.0 mm) In table below thickness includes 1.5mm of liner and minimum pipe stiffness SN10000

2. Mechanical resistant layer in glass filament winding (based on internal pressure)

3. Top coat (0.2 – 0.3mm). In tables below thickness include 0.2mm of top coat

Note: Internal Pressure rating PN6. In table below thickness includes 0.2mm of top coat

6.7 THICKNESS AND WEIGHT OF STANDARD PIPES BASED ON INTERNAL PRESSURE

2540506580100125150200250300350400450500550600700750800900100011001200130014001500

4.04.04.04.04.04.04.04.04.04.04.04.04.24.65.05.45.86.67.07.48.29.09.810.611.412.213.0

0.71.01.31.62.02.53.03.64.86.07.28.410.012.314.917.720.727.531.335.344.053.664.275.788.2101.7116.1

2540 50 65 80 100125150200250300350400450500550600700750800900

1000110012001300140015001600170018002000

4.04.04.04.04.04.04.04.04.04.04.04.55.05.56.06.57.08.18.69.1

10.111.112.113.114.115.116.117.118.119.121.1

0.71.01.31.62.02.53.03.64.86.07.29.5

12.014.918.021.525.333.738.343.354.166.179.393.8

109.4126.2144.3163.5183.9205.6252.4

2540506580

100125150200250300350400450500550 600 700 750800

900 10001100120013001400150016001700

1800 2000225023002500300034004000

4.04.04.04.04.04.04.04.04.04.24.85.46.16.77.38.08.69.910.511.212.413.715.016.217.518.820.021.322.623.8

26.4 29.630.232.739.144.251.8

0.71.01.31.62.02.53.03.64.86.38.7

11.414.618.122.026.331.041.447.253.466.982.098.5

116.6136.2157.3179.9204.0229.7256.9315.8397.9415.5489.6701.4898.1

1238.8

2540506580

100125150200250300350400450500550600700750800900

1000110012001300140015001600170018002000225023002500300034004000

4.04.04.04.04.04.04.04.0 4.2 5.05.86.67.48.29.09.810.612.213.013.815.417.018.620.2 21.8 23.425.026.628.229.833.037.037.841.049.055.465.0

0.71.01.31.62.02.53.03.65.17.510.513.917.822.227.032.438.251.358.666.383.2102.1122.8145.5170.1196.6225.0255.4287.7321.9396.0499.5521.6614.9881.91129.91559.6

All values presented in tables above are only for information and they are vary from the project to project. ZhongfuLianzhong do not produce their pipe on stock, products are designed for each specific project separately.

SN1250 [Pa] SN 2500 [Pa] SN 5000 [Pa] SN 10000 [Pa]

ND[mm]

t[mm]

W[kg/m]

ND[mm]

t[mm]

W[kg/m]

ND[mm]

t[mm]

W[kg/m]

ND[mm]

t[mm]

W[kg/m]

Lmax for ND

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6.8 THICKNESS AND WEIGHT OF STANDARD PIPES BASED ON STIFFNESS

2540506580100125150200250300350400450500550600700750800900100011001200130014001500

4.04.04.04.04.04.04.04.04.04.04.04.04.24.65.05.45.86.67.07.48.29.09.810.611.412.213.0

0.71.01.31.62.02.53.03.64.86.07.28.410.012.314.917.720.727.531.335.344.053.664.275.788.2101.7116.1

2540 50 65 80 1001251502002503003504004505005506007007508009001000110012001300140015001600170018002000

4.04.04.04.04.04.04.04.04.04.04.04.55.05.56.06.57.08.18.69.1

10.111.112.113.114.115.116.117.118.119.121.1

0.71.01.31.62.02.53.03.64.86.07.29.5

12.014.918.021.525.333.738.343.354.166.179.393.8

109.4126.2144.3163.5183.9205.6252.4

2540506580

100125150200250300350400450500550 600 700 750800

900 10001100120013001400150016001700

1800 2000225023002500300034004000

4.04.04.04.04.04.04.04.04.04.24.85.46.16.77.38.08.69.910.511.212.413.715.016.217.518.820.021.322.623.8

26.4 29.630.232.739.144.251.8

0.71.01.31.62.02.53.03.64.86.38.7

11.414.618.122.026.331.041.447.253.466.982.098.5

116.6136.2157.3179.9204.0229.7256.9315.8397.9415.5489.6701.4898.1

1238.8

2540506580

100125150200250300350400450500550600700750800900

1000110012001300140015001600170018002000225023002500300034004000

4.04.04.04.04.04.04.04.0 4.2 5.05.86.67.48.29.09.810.612.213.013.815.417.018.620.2 21.8 23.425.026.628.229.833.037.037.841.049.055.465.0

0.71.01.31.62.02.53.03.65.17.510.513.917.822.227.032.438.251.358.666.383.2102.1122.8145.5170.1196.6225.0255.4287.7321.9396.0499.5521.6614.9881.91129.91559.6

All values presented in tables above are only for information and they are vary from the project to project. ZhongfuLianzhong do not produce their pipe on stock, products are designed for each specific project separately.

SN1250 [Pa] SN 2500 [Pa] SN 5000 [Pa] SN 10000 [Pa]

ND[mm]

t[mm]

W[kg/m]

ND[mm]

t[mm]

W[kg/m]

ND[mm]

t[mm]

W[kg/m]

ND[mm]

t[mm]

W[kg/m]

Lmax for ND

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BLUE TONGUE STANDARD SIZE† SIZING FOR APPENDIX ZZ FOR AS/NZS 3571.1 & AS/NZS 3571.2

DN OD (+/- 1.0mm) TABLE 3 TABLE 4 TABLE 5

DN ID +/- 1.0mm OD +/- 1.0mm

50 59

80* 99*

100 109 100 100 122*

125 134 125 125 140*

150 159 150 150 177*

200 210 200 200 232*

250 260 250 250

300 312 300 300 345*

350 362 350

375* 426*

400 416 400

450 469 450 450 507*

500 521 500 500

525* 587*

600 625 600 667*

675* 747*

700 729 700

750* 826*

800 833 800

900 937 900 900 924*

1000 1042 1000 1000 1026*

1200 1250 1200 1200 1229*

1400 1455 1400 1400 1434*

1600 1663 1600 1600 1638*

1800 1871 1800 1800 1842*

2000 2078 2000 2000 2046*

2200 2286 2200 2200 2250*

2400 2494 2400 2400 2453*

2800 2909 2800 2800

3000 3117 3000 3000 3066*

3200 3325 3200

3600 3741 3600

4000 4156 4000

DNOD ID

6.9 AVAILABLE DIAMETERS - NOMINAL(DN), INTERNAL(ID) AND OUTSIDE(OD)The Blue Tongue™ GRP pipe range includes outside diameters that conform to the requirements of the AS/NZS 3571.2 (Table 5) in Appendix ZZ, which are generally compatible with the outside diameter dimensions of ductile iron pipe and fitting for pressure applications to AS/NZS 2280. The customer must specify if AS/NZS 3571.2 (Table 5) in Appendix ZZ outside diameters are required.

All values presented in tables above are for information only. Products are designed for each specific project request - contact Blue Tongue™ Pipe for sizes not shown in above table. Figure shown above depicts dimensions for the double bell coupling which are the same as the Double “O” Ring Bell and Spigot Joint. *Special order on request.†Sizing for PN6, SN 10,000.

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7: PIPE JOINTS

7.1 DOUBLE “O” RING BELL & SPIGOT JOINT

Joint Angular DeflectionThe joint is extensively tested and qualified in accordance with ASTM D4161 and ISO DIS8639. Maximum angular deflection (turn) at each joint, considering both combined vertical and horizontal, measured as the change in adjacent pipe center lines, must not exceed the amounts given in the table below.

Nominal sizes (DN mm) Angular deflection (° degrees)

up to 500 3°

500 to 900 5°

900 to 1800 1°

> 1800 0.5°

7.3 BUTT & STRAP JOINT (HAND LAY-UP JOINT)This joint is made from glass fiber reinforcements and polyester resin. It is typically used in situations where the pipe joint is required to transmit axial forces from internal pressure, or as a repair method. The length and thickness of the lay-up depends on diameter and pressure. This type of joint requires clean, controlled conditions and skilled, trained personnel. Special instructions can be provided when this type of joint is required.

7.5 FLANGE JOINT7.2 DOUBLE “O” RING BELL & SPIGOT WITH LOCKING KEY

7.4 TAPER/SOCKET JOINT

7.2 DOUBLE BELL COUPLING

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8: FITTINGS AND ACCESSORIESFLANGE

All values presented in tables above are for information only. Products are designed for each specific project separately.

DN HPN6 PN10 PN16

t1 t2 r h t t1 t2 r h t t1 t2 r h t

50 150 4.5 7.5 3 50 16 4.5 8.0 3 50 18 4.5 8.0 3 60 20

100 150 4.5 8.0 3 75 18 4.5 8.5 3 75 25 4.5 8.5 3 90 25

125 150 4.5 8.0 3 75 20 4.5 8.5 3 90 25 4.5 10.0 3 90 30

150 200 4.5 8.0 3 90 20 5.0 8.5 3 90 25 5.0 10.5 3 100 35

200 200 5.0 8.5 3 100 25 5.0 10.0 3 125 30 5.5 11.0 3 125 40

250 250 5.0 10.0 3 125 30 6.0 10.5 3 150 35 6.0 11.5 3 150 45

300 250 6.0 10.0 5 125 30 6.0 11.0 5 150 40 7.0 13.0 5 200 50

350 300 6.0 10.5 5 150 35 6.0 11.5 5 175 45 7.5 14.0 5 225 60

400 300 8 10.5 5 150 35 8 13.0 5 200 50 8 14.5 5 250 65

450 350 9.5 10.5 5 165 35 9 13.0 5 225 50 8.5 15.0 5 300 70

500 400 10.5 11.0 5 175 40 10 13.5 5 250 55 9 16.0 5 350 80

600 450 12.5 11.0 5 200 40 12 14.5 5 300 65 11 17.0 5 400 90

700 500 14.5 11.5 5 225 45 13.5 15.5 5 350 75 12.5 17.0 5 450 90

800 550 16.5 13.0 5 250 50 15.5 16.0 5 400 80 14.5 18.0 5 500 100

900 600 18.5 13.5 5 275 55 17.5 16.5 5 400 85 16 19.0 5 500 110

1000 650 21 14.0 8 300 60 19.5 17.0 8 400 90 18 20.0 8 500 120

1200 700 25 15.0 8 400 70 23 19.0 8 400 110 21.5 22.0 8 600 140

1400 800 27.5 16.0 8 450 80 26.5 20.0 8 450 120 24.5 24.0 8 650 160

1600 900 31.5 17.0 8 450 90 30 22.0 8 500 140 28 26.0 8 750 180

1800 1000 35.5 18.0 8 500 100 33.5 23.0 8 600 150 31.5 27.0 8 800 190

2000 1100 39 19.0 8 550 110 37.5 24.0 8 650 160 35 28.0 8 900 200

2200 1100 43 20.0 8 550 120 41 25.0 8 700 170

2400 1100 47 21.0 8 550 130 45 26.0 8 700 180

2800 1200 54.5 23.0 8 600 150 52 29.0 8 800 210

3000 1200 58.5 24.0 8 650 160 56 30.0 8 900 220

3200 1200 62.5 26.0 8 650 180

3600 1200 70.5 28.0 8 700 200

t1

r

l2

DN

t

Hh

H

t2

t1

16

FLANGE ADAPTORS

8: FITTINGS AND ACCESSORIES

The thickness (t1) is to be at least the thickness of the pipe in which the adaptor is intended to be used. This thickness will vary based on the nominal pressure and stiffness of the pipe. The thicknesses below are based on a SN2500 Pipe.

L2

DN

t1

t

DNL1 L2 PN6* PN10* PN16*

t t1 t t1 t t1

200 500 25 5.0 30 5.0 40 6.0

250 500 30 5.0 35 6.0 45 7.0

300 550 30 6.0 40 6.0 50 8.0

350 550 35 6.0 45 6.5 60 9.0

400 550 35 6.5 50 7.0 65 10.0

450 650 35 6.5 50 7.5 70 11.0

500 650 40 7.0 55 8.5 80 12.0

600 700 40 7.5 65 9.5 90 14.0

700 700 45 8.5 75 11 90 15.5

800 750 50 10.0 80 12 100 16.0

900 900 55 11.0 85 13 110 17.5

1000 1000 60 12.5 90 14 120 19.5

1200 1000 70 14.5 110 16 140 23.0

1400 1200 80 16.5 120 18.5 160 26.5

1600 1200 90 19.0 140 21 180 30.0

1800 1400 100 21.5 150 23 190 33.5

2000 1600 110 23.5 160 26 200 37.0

2200 1600 120 26.0 170 28

2400 1800 130 28.5 180 30

2800 2000 150 33.0 210 35

3000 2000 160 35.5 220 37

3200 2000 180 37.5

3600 2000 200 42.0


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ELBOW WITH BELL & SPIGOT JOINT

。。。


DNR L1 L2 PN6 PN10 PN16

mm mm t (mm) t1 (mm) t (mm) t1 (mm) t (mm) t1 (mm)

200 300 500 7 5 8 5 10 6

250 375 500 8 5 9 6 12 7

300 450 550 8 6 10 6 14 8

350 525 550 9 6 11 6.5 16 9

400 400 550 9 6.5 12 7 17 10

450 450 600 10 6.5 13 7.5 18.5 11

500 500 600 10.5 7 14.5 8.5 19 12

600 600 650 12 7.5 17 9.5 20.5 14

700 700 700 13 8.5 18.5 11 23 15.5

800 800 700 14 9 19 12 26 16

900 900 750 16 10 21 13 29 17.5

1000 1000 750 17 11 22.5 14 32 19.5

1200 1200 850 20 13 28 16 38 23

1400 1400 850 23 15 32.5 18.5 44 26.5

1600 1600 950 26 16.5 37 21 50 30

1800 1800 1000 28 18.5 41.5 23 56 33.5

2000 2000 1000 32 20 46.5 26 62 37

2200 2200 1100 34 22 51 28

2400 2400 1150 36 24 55.5 30

2800 2800 1300 42 28.5 65 35

3000 3000 1300 45 29 69.5 37

3200 3200 1400 48 31

3600 3600 1500 54 35

2800 1200 8 20.0 29.0

3000 1200 8 20.0 30.0

3200 1200 8

3600 1200 8


DNL1 L2 PN6* PN10* PN16*

t t1 t t1 t t1

200 500 25 5.0 30 5.0 40 6.0

250 500 30 5.0 35 6.0 45 7.0

300 550 30 6.0 40 6.0 50 8.0

350 550 35 6.0 45 6.5 60 9.0

400 550 35 6.5 50 7.0 65 10.0

450 650 35 6.5 50 7.5 70 11.0

500 650 40 7.0 55 8.5 80 12.0

600 700 40 7.5 65 9.5 90 14.0

700 700 45 8.5 75 11 90 15.5

800 750 50 10.0 80 12 100 16.0

900 900 55 11.0 85 13 110 17.5

1000 1000 60 12.5 90 14 120 19.5

1200 1000 70 14.5 110 16 140 23.0

1400 1200 80 16.5 120 18.5 160 26.5

1600 1200 90 19.0 140 21 180 30.0

1800 1400 100 21.5 150 23 190 33.5

2000 1600 110 23.5 160 26 200 37.0

2200 1600 120 26.0 170 28

2400 1800 130 28.5 180 30

2800 2000 150 33.0 210 35

3000 2000 160 35.5 220 37

3200 2000 180 37.5

3600 2000 200 42.0

18

90° ELBOW WITH PLAIN END


DN PN6 t(mm)

PN10t(mm)

PN16t(mm)

50 6.0 7.0 8.0

100 6.0 7.0 8.0

125 7.0 8.0 9.0

150 7.0 8.0 9.0

200 7.0 8.0 10.0

250 8.0 9.0 12.0

300 8.0 10.0 14.0

350 9.0 11.0 16.0

400 9.0 12.0 17.0

450 10.0 13.0 18.5

500 10.5 14.5 19.0

600 12.0 17.0 20.5

700 13.0 18.5 23.0

800 14.0 19.0 26.0

900 16.0 21.0 29.0

1000 17.0 22.5 32.0

1200 20.0 28.0 38.0

1400 23.0 32.5 44.0

1600 26.0 37.0 50.0

1800 28.0 41.5 56.0

2000 32.0 46.5 62.0

2200 34.0 51.0

2400 36.0 55.5

2800 42.0 65.0

3000 45.0 69.5

3200 48.0

3600 54.0

All values presented in tables above are for information only. Products are designed for each specific project request

DN

h

r

t

19

REDUCER

Reducer length h=(DN-d)x2.5

Specification h PN6 PN10 PN16

DN d mm t(mm) t(mm) t(mm)

100 50 125.0 5.0 5.5 8.0

125 100 62.5 5.0 5.5 8.0

150 100 125.0 5.0 6.0 9.0

150 125 62.5 5.0 6.0 9.0

200 100 250.0 6.0 7.0 10.0

200 125 187.5 6.0 7.0 10.0

200 150 125.0 6.0 7.0 10.0

250 125 312.5 7.0 9.0 12.0

250 150 250.0 7.0 9.0 12.0

250 200 125.0 7.0 9.0 12.0

300 150 375.0 8.0 10.0 13.0

300 200 250.0 8.0 10.0 13.0

300 250 125.0 8.0 10.0 13.0

350 150 500.0 8.0 11.0 14.0

350 200 375.0 8.0 11.0 14.0

350 250 250.0 8.0 11.0 14.0

350 300 125.0 8.0 11.0 14.0

400 200 500.0 9.0 12.0 14.0

400 250 375.0 9.0 12.0 14.0

400 300 250.0 9.0 12.0 14.0

400 350 125.0 9.0 12.0 14.0

450 200 625.0 9.0 13.0 15.0

450 250 500.0 9.0 13.0 15.0

450 300 375.0 9.0 13.0 15.0

450 350 250.0 9.0 13.0 15.0

450 400 125.0 9.0 13.0 15.0

500 250 625.0 10.0 13.0 16.0

500 300 500.0 10.0 13.0 16.0

500 350 375.0 10.0 13.0 16.0

500 400 250.0 10.0 13.0 16.0

500 450 125.0 10.0 13.0 16.0


Eccentric

DN DNh

dd

t t

Concentric


20

8: FITTINGS AND ACCESSORIESREDUCER CONTINUED


Specification h PN6 PN10 PN16

DN d mm t(mm) t(mm) t(mm)

600 300 750 11.0 14.0 18.0

600 350 625 11.0 14.0 18.0

600 400 500 11.0 14.0 18.0

600 450 375 11.0 14.0 18.0

600 500 250 11.0 14.0 18.0

700 350 875 12.0 15.0 20.0

700 400 750 12.0 15.0 20.0

700 450 625 12.0 15.0 20.0

700 500 500 12.0 15.0 20.0

700 600 250 12.0 15.0 20.0

800 400 1000 13.0 16.5 23.0

800 450 875 13.0 16.5 23.0

800 500 750 13.0 16.5 23.0

800 600 500 13.0 16.5 23.0

800 700 250 13.0 16.5 23.0

900 450 1125 14.0 18.0 25.0

900 500 1000 14.0 18.0 25.0

900 600 750 14.0 18.0 25.0

900 700 500 14.0 18.0 25.0

900 800 250 14.0 18.0 25.0

1000 500 1250 15.0 20.0 28.0

1000 600 1000 15.0 20.0 28.0

1000 700 750 15.0 20.0 28.0

1000 800 500 15.0 20.0 28.0

1000 900 250 15.0 20.0 28.0

1200 800 1000 18.0 25.0 34.0

1200 900 750 18.0 25.0 34.0

1200 1000 500 18.0 25.0 34.0

1400 1000 1000 21.0 30.0 40.0

1400 1200 500 21.0 30.0 40.0

1600 1200 1000 24.0 34.0 46.0

1600 1400 500 24.0 34.0 46.0

1800 1400 1000 26.0 39.0 52.0

1800 1600 500 26.0 39.0 52.0

2000 1800 500 30.0 44.0 58.0

21

EQUAL TEE


DNPN6 PN10 PN16

L H L H L H

50 750 325 750 325 750 325

100 750 325 750 325 750 325

125 750 325 750 325 750 325

150 750 325 750 325 750 325

200 800 400 800 400 900 450

250 800 400 1000 500 1000 500

300 1250 625 1250 625 1250 625

350 1250 625 1250 625 1400 700

400 1250 625 1400 700 1600 800

450 1300 650 1500 750 1800 900

500 1400 700 1700 850 2100 1050

600 1750 875 2000 1000 2400 1200

700 1800 900 2300 1150 2700 1350

800 2000 1000 2600 1300 3000 1500

900 2200 1100 2700 1350 3300 1650

1000 2400 1200 2800 1400 3600 1800

1200 3000 1500 3200 1600 4000 2000

1400 3400 1700 4100 2050 4600 2300

1600 4200 2100 4200 2100 5200 2600

1800 4600 2300 4600 2300

2000 5000 2500 5200 2600

2200 5400 2700 5600 2800

2400 5800 2900 6200 3100

DN

H

L


22

Saddle GRP

Main pipe

DN1

90º

B

DN2 DE2

Main pipe

DN1Lb

B

45º45º

DE2DN2

SADDLES


Main Pipe OutletLb 300mm B (min)

DE1 (mm) Outlet

DN2 (mm) DE2 (mm) DN1 GRP PVC α 45° α 90°

100 108 50 58.0 63.3

125 133 50 58.0 63.3

100 108.0 114.3

150 158 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

200 208.4 50 58.0 63.3

100 108.0 114.3

125 132.0 140.2

150 158.0 160.3 470 400

250 260 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

150 158.0 160.3 470 400

200 208.4 225.3 520 440

300 311.6 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

150 158.0 160.3 470 400

200 208.2 225.3 520 440

250 260.0 280.4 590 490

1. Internal liner (thickness 1.0 – 2.0 mm) for GRP pipes. Minimum pipe Stiffness SN10000.

2. Mechanical resistant layer in glass filament winding (based on internal pressure).

3. Based on an internal pressure rating of PN6 for GRP pipes.

The purpose of saddles is to connect pipelines at a future date. In most cases, the outlet is in the range of 45° - 90°. Dimensions may vary based on international standards.

23

All values presented in tables above are for information only. Products are designed for each specific project request. Please contact Blue Tongue™ regarding pipe/outlet measurements not covered in this table.


DN1 (mm) Outlet


350 363.2 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

150 158.0 160.3 470 400

200 208.2 225.3 520 440

250 260.0 280.4 590 490

300 311.6 315.5 690 560

400 414.8 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

150 158.0 160.3 470 400

200 208.2 225.3 520 440

250 260.0 280.4 590 490

300 311.6 315.5 690 560

350 363.2 355.5 730 590

100 108.0 114.3

125 133.0 140.2

150 158.0 160.3 470 400

200 208.2 225.3 520 440

250 260.0 280.4 590 490

300 311.6 315.5 690 560

350 363.2 355.5 730 590

400 414.8 450.5 810 640

500 518.0 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

150 158.0 160.3 470 400

200 208.2 225.3 520 440

250 260.0 280.4 590 490

300 311.6 315.5 690 560

350 363.2 355.5 730 590

400 414.8 450.5 810 640

450 466.4 500.5 950 740

8: FITTINGS AND ACCESSORIESSADDLES CONTINUED


DE1 (mm) Outlet


100 108 50 58.0 63.3

125 133 50 58.0 63.3

100 108.0 114.3

150 158 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

200 208.4 50 58.0 63.3

100 108.0 114.3

125 132.0 140.2

150 158.0 160.3 470 400

250 260 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

150 158.0 160.3 470 400

200 208.4 225.3 520 440

300 311.6 50 58.0 63.3

100 108.0 114.3

125 133.0 140.2

150 158.0 160.3 470 400

200 208.2 225.3 520 440

250 260.0 280.4 590 490

24

9.1 UNLOADING AND HANDLING PIPESUnloading and handling of the pipe is the responsibility of the customer. Required handling practices differ depending on the appropriate loading case in addition to secure classifications for compiled components. For single pipes, Use soft slings or pliable straps and a guide rope for unloading and handling of single pipes. Two lift points is the preferred method of handling, although one may be used. Do not use steel cables, chains, hooks placed in the ends of the pipe or ropes passed through the pipe. Unitized loads shall be lifted and handled using two soft slings or pliable straps and a guide rope. Do not lift or handle non-unitized pipes as a single bundle. Non-unitized pipes must be handled separately. When unloading from containers, remove load with a forklift with the tines placed under the timber supports. In the case of nesting, de-nesting is best undertaken at a de-nesting station. Lift and handle nested bundles as detailed within the Blue Tongue™ installation manual. Remove smaller diameter pipes first using a padded boom. Store and transport nested bundles in the original packaging. Be sure to maintain control of the pipe during unloading. Guide ropes attached to pipes or packages will enable easy manual control when lifting and handling. Do not drop, impact, or bump the pipe, particularly at pipe ends. If at any time during handling or installation of the pipe, any damage such as a gouge, crack or facture occurs, the pipe should be quarantined and replaced according to specifications within the installation guide before the section is installed.

9: UNLOADING, HANDLING, TRANSPORTATION AND STORAGE

9.2 TRANSPORTING PIPESBlue Tongue™ GRP Pipes will be transported as unitized loads secured on shipping. Unitized loads will be stacked on flat timbers with chocks to maintain separation and stability. Ensure end treatments are protected from damage. Use the original shipping dunnage to transport pipes whenever possible. Do not use steel cables or chains without padding. The maximum stack height is 2.2 meters. Secure with pliable straps and rope ensuring the maximum diametrical deflection does not exceed the recommended values.

9.3 SITE PIPE STORAGEIt is generally advantageous to store pipe on flat timber to facilitate placement and removal of lifting slings around the pipe. Storage sites should be appropriate to the size of pipes to be stored, provide unrestricted access for handling plant and not inhibit property or pedestrians access. The area should be free of combustible material or have appropriate fire-fighting measures in place. Storage areas shall be a minimum of two meters from open trenches. For more details on storage requirements, refer to the Blue Tongue™ installation guide.

0.25L 0.25L

Guide Rope

Guide Rope

0.5L

Guide Rope

Forklift

Nested Load

Lifting Nested Load

0.25L 0.25L0.5L

Lifting pipe at one support point

Lifting nested pipes

Transporting GRP pipes

Storing GRP pipes

Lifting unitised loads

0.25L 0.25L

Guide Rope

Guide Rope

0.5L

25

Blue Tongue™ pipes are designed for above ground or underground installations, for more information refer to the Blue Tongue™ Installation and Burial of FW-GRP Pipes Manual.

10.1 ABOVE GROUND PIPEThe support of a GRP piping system usually differs from that of any other piping system and requires considerable attention. As the modulus of elasticity of GRP pipe is low, the appropriate spacing between supports must be used in order to minimize deflection. To minimize localized stresses within the pipes a wide-band support should be used. In order to avoid localized stresses near joints, the supporting point should be near the connection ensuring all valves are supported independently. It is important to make sure pipe support stands are firm to ensure pipes are safe from lateral movement and not susceptible to the prolonged effects of vibration. For a long pipeline, proper installation of support locations is crucial to prevent damages associated with twisting moments and pipe deformations. Generally, for GRP pipeline, expansion

joints are unnecessary. For additional information, refer to the Blue Tongue™ Installation and Burial of GRP pipes Manual or contact your appropriate supplier/consulting engineer.

10.2 UNDERGROUND PIPEExcavation and trenching procedures and backfilling of trenches are to be done in accordance with the Blue Tongue™ Installation and Burial of FW-GRP Pipes Manual. In most cases, for efficient pipe laying at sites, valves, couplings and other pipe connections are installed at the factory. When the installation is finished, pipelines are tested using a variety of methods outlined within the Blue Tongue™ installation Manual to ensure the integrity of the pipeline and to comply with standards relating to underground GRP pipelines.

10: INSTALLATION

Blue Tongue™ Pipe Pty. Ltd.

1/27 Metrolink Circuit Campbellfield, VIC 3061

T +61 (03) 9305 0600F +61 (03) 9305 0611E [email protected]

sewer water pictures/lianyungang zhongfu... · 2020. 9. 28. · awwa awwa c950 is one of the most...

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