ductile pipes

DUCTILE IRON PROPERTIES

Ductile iron is an iron/carbon/silicon alloy. In 1948 it was discovered that with the addition of magnesium to the molten

iron, the graphite forms in spheres rather than flakes. Thus brittlenes is eliminated and the material is strong and ‘ductile’.

Principal Mechanical PropertiesMinimum Ultimate Tensile Strength 420MN/m2

Minimum Elongation Pipes10% for DN ≤ 10007% for DN ≥ 1100Fittings5%

Maximum Design Stresses:

TENSION 170 MN/m2

COMPRESSION 180 MN/m2

SHEAR 150 MN/m2

BENDING

(i) Circumferential (pipe wall) 250 MN/m2

(ii) Longitudinal (pipe as beam) 200 MN/m2

Modulus of Elasticity 170 GN/m2

Poisson’s Ratio 0.28

Density 7050 Kg/m3

Damping (logarithmic decrement) (5 to 20) x 10-4

Coefficient of Thermal Expansion 11 x 10-6 per ºC(between 20ºC and 200ºC)

Thermal Conductivity 36 W/mºC(between 20ºC and 200ºC)

FEATURES BENEFITS

Inherent Strength • Ability to withstand extreme internal pressures and external loads.Can be laid in poor load bearing or unstable ground.Resistant tofreeze-thaw conditions.

• Minimum number of supports due to high beam strength.• Easier, faster direct tapping

Excellent Impact • Minimum risk of damage to exposed pipework during installation.Resistance • Resistance to second comer damage or disruption.

• Resistance to vandalism.

High Safety Margin • High safety factor incorporated into design.• Measured failure at more than double allowable operating pressure.

High Ring Stiffness • Can be laid in poor load bearing or unstable ground (e.g.marshland).

• No long term reduction in stiffness (relaxation).• Less dependant on surrounding material for support

Joints • Variety of jointing systems to suit different applications.• Accommodate expansion and contraction.• Fixed joints to minimise number of supports.• Accommodate ground movement and limit longitudinal stresses.• Capable of angular deflection and axial withdrawal.

Complete Range • Vast range of fittings available from stock.of Fittings • Ability to meet emergency requirements without special fabrication.

• Fittings, pipes, valves and joint components supplied in one singledelivery.

• Range of fittings ensures ability to accommodate pipework in aconfined space.

Consistent High Quality • Quality assured to BS EN ISO 9001 and BSI Kitemark.Performance

Ductile Iron pipe has long been recognised as the superior pipe material for water and wastewaterapplications. Its tremendous strength and durability allow for conservative design assumptions. It can beinstalled with confidence that actual service conditions, now and in the future, will not compromise itsability to perform. Regardless of the criteria - strength, durability, safety factor, cost or actual fieldexperience - Ductile Iron pipe is the pipe material.

British StandardsBS EN ISO 9001 : 2000 Quality Management System : Requirements BS EN 545 : 2002 Ductile

iron pipes : fittings, accessories and their joints for water pipelines.Requirements and test methods.

BS EN 598 : 1995 Ductile iron pipes : fittings, accessories and their joints for sewage applications. Requirements and test methods.

BS EN 681-1 : 1996 Elastomeric seals. Material requirements for pipe joint seals used in water and drainage applications. Vulcanised rubber.

BS EN 1092-2 : 1997 Flanges and their joints. circular flanges for pipes, valves, fittings and accessories; PN-designated; Cast iron flanges.

BS EN 1461 : 1991 Hot dip galvanised coatings on fabricated iron and steel articles.

Specification and test methods.

BS EN 1514-1 : 1997 Flanges and their joints. Dimensions of gaskets for PN-designated flanges. Non-metallic flat gaskets with or without inserts.

BS EN 1563 : 1997 Founding. Spheroidal graphite cast iron.

BS 3416 : 1991 Specification for bitumen-based coatings for cold applications,suitable for use in contact with potable water.

BS EN ISO 4016 : 2001 Hexagon head bolts - Product grade C.

BS EN ISO 4034 : 2001 Hexagon nuts - Product grade C.

BS 6920:Pts 1,2,3 & 4 : 2000 Suitability of non-metallic products for use in contact with waterintended for human consumption with regard to their effect on thequality of the water.

BS EN ISO 7091 : 2000 Plain washers - normal series - Product grade C.

WIS 4-52-03A : 1994 Specification for anti-corrosion coatings on threaded fasteners.

International StandardsISO 2531 : 1998 Ductile iron pipes, fittings, accessories and their joints for water or

gas applications.

ISO 4179 : 1995 Ductile iron pipes for pressure and non-pressure pipelines -Centrafugual cement mortar lining - General requirements.

ISO 4633 : 2002 Rubber seals - joint rings for water supply, drainage and sewage pipelines - Specification for materials.

ISO 8179-1 : 1995 Ductile iron pipes - External zinc coating - Part 1: Metallic zinc withfinishing layer.

DIN 28-Series Ductile iron fittings.

Internal-External Protection Options for Ductile Iron Pressure Pipes and Fittings

The description and illustrations contained in this brochure are intended merely to present a general idea of the goods describedtherein and none of these shall form part of any contract which may be concluded between the company and a purchaser.

FABRICATED and SOCKETED Pipe

Metallic Zinc Zinc-Aluminium Alloy Zincplus Bitumen plus Blue Epoxy plus Red Epoxy

Sulphate Resisting (SR)Cement Mortar*SR Cement Mortar plusEpoxy Seal Coat**High AluminaCement Mortar

EXTERNAL

INTERNAL

NOTE: *Denotes DWI Regulation 25(1)(b) approved. **Denotes DWI Regulation 25(1)(a) approved.

3

3

3

3

FIXED/ROTATING Flange and Tyton SOCKETED Fittings

Bitumen Bitumen Zinc Blue PPA Blue Redplus Bitumen 571 Plascoat** Resicoat Plascoat

Sulphate Resisting (SR)Cement Mortar*

Blue PPA 571 Plascoat**

Blue Resicoat

Red Plascoat

EXTERNAL

INTERNAL

NOTE: *Denotes DWI Regulation 25(1)(b) approved. **Denotes BS6920 approved / DWI Regulation 25

3 3

33

3

DUCTILE IRON PIPES & FITTINGS

DU

CTILE

IRO

N

HAM BAKERTHE BENEFITS

•

Manufactures and distributes from a 7 acre site in Stoke

•

Holds extensive stocks of Ductile Iron Pipe, Fittings and associated products

•

Employs a professional team of Internal Sales Staff, committed to ensuring high levels of service

•

Employs a professional team of Regional Sales Managers,focused on relationship management with it’s Customer, and

Supplier Partners

•

Delivers product via an on site logistics business whose onlyconcern is delivering where and when agreed

•

Completes the circle from quotation to supply with an administration department managed

and run by people who care

•

HAM BAKER PIPELINES LTD

Ham Baker Pipelines Ltd

Unit D, Orbital 24 Site

Oldham Street

Denton

Manchester

M34 3SW

Tel +44 (0) 870 741 6791

Fax +44 (0) 870 236 4810

www.hambaker.co.uk

HAM BAKER FLOW CONTROL LTD

Garner Street

Etruria

Stoke-on-Trent

Staffordshire

ST4 7BH

Tel +44 (0) 1782 202300

Fax +44 (0) 1782 203639

www.hambaker.co.uk

HAM BAKER INSTALLATIONS

Garner Street

Etruria

Stoke-on-Trent

Staffordshire

ST4 7BH

Tel +44 (0) 1782 202300

Fax +44 (0) 1782 203639

www.hambaker.co.uk

HAM BAKER MIDDLE EAST FZCO

Jebel Ali Free Zone

FZS1AE07

Dubai

United Arab Emirates

PO BOX 261378

Tel 00971 (0) 4 8860700

Fax 00971 (0) 4 8860701

• 24 hour emergency service

• Same day despatch

• Comprehensive range of pipe

drilling equipment also available from stock

•

LL

KEY DIMENSIONSSocketed Fittings

L

L

H

L L

Effective Length

14 ReasonsWhy customers choose

Ham Baker Pipelines1. ReputationWe hold an esteemed reputation globally, for well engineered, highquality equipment.

2. ServiceUnsurpassed in service, our team of professionals will help youto find the most effective solution. All our personnel have e-mailcontactability, even whilst away from the office. The businessworld is moving faster exponentially, and we aim always, to movewith it.

3. PeopleWe pride ourselves on building long-term, strong relationshipswith both suppliers and customers to enable us to betterunderstand and meet customer needs. Our technical sales staffhave unrivalled knowledge of the pipeline industry.

4. Designated ContactsAll our customers have a designated contact for all aspects ofproject procurement from tender, through order, supply andinstallation, to final account.

5. PartnershipWe work in partnership with our customers to deliver ‘best valuefor money’.

6. RangeA full range of flanged and socketed fittings ensures a solution toany contract requirement.

7. QualityAll products are manufactured under a BS EN ISO 9001:2000certified quality assurance system.

8. DeliveryNo other company delivers any faster than us. We prideourselves on delivering exactly what the customer wants, whenhe wants it.

9.Brand NameHam Baker Pipelines is a household name of stability, in thewater treatment and sewage markets.

10. Continued InnovationWe are at the leading edge of design and development.

11. Best PracticeWe constantly review our business methods to ensure ‘BestPractice’, eliminating waste and reducing manufacturing costs.

12. PriceOur products are competitively priced and represent excellentover life-time value for money, when considering all aspects ofownership; cost, installation, maintenance, and long-termperformance.

13. Technical AssistanceIncluding drawing take-off’s.

14. Bespoke Product Design

BUSINESS PHILOSOPHY

• Integrity in management• Quality of product

HISTORYHAM BAKER is a name most professionals in the water andwastewater industries will instinctively associate with high qualityprecision-engineered products. Established over 100 years ago theoriginal company has undergone many changes over the lastcentury and more recently changes of ownership.

The company is acknowledged as a world leader in the design andmanufacture of fluid control products, and products manufacturedby the company can be found operating in almost every country inthe world.

ROBAN DUCTILE WELDING LTD was formed more recently in1974 as a distributor of pipeline fittings. Over a period of 25 years,the company grew, through innovation and investment inmanufacturing facilities both in the UK and overseas, to becomethe second largest manufacturer of ductile iron pipes and fittings inthe UK. Roban is the market leader in the supply of pipelineproducts to the M&E and pump equipment markets.

In 2001, Roban was acquired by the WTB Group of Bristol andfollowing the subsequent acquisition of Ham Baker in 2002 the twocompanies merged to form HAM BAKER ROBAN.

Following a second merger in 2004 with OLYMPIC PIPELINES thecompany, now HAM BAKER LTD. was restructured into twodivisions, Pipelines and Flow Control, to reflect the two distinctareas of expertise within the company.

HAM BAKER FLOW CONTROL produces the Hartley range ofductile iron and stainless steel penstocks, flap valves and stoplogs, and other flow control equipment.

HAM BAKER PIPELINES produces the Roban range of ductileiron pipes and fittings, steel pipes and fittings, valves, couplingsand ancillary fittings.

KEY DIMENSIONSFlanged Fittings

L

L L

L L

L

L

H

A

L

L

H

HL

H

65.00

H

L

A H

L

H

L

H

Flanged Pipe Bend 90º 1/4

Duckfoot

L L L L

Bend 221/2º (1/16)Bend 30º (1/12)

L L

Bend 45º (1/8)

Bend 111/4º (1/32)

90º Long Radius Bend

45º Angle Branch DN80 - 300

45º Angle Branch DN350 - 1200

Radial Tee

Tee

L

H

Level Invert Tie

L

H

H

LL

LL

D

L

L

H A

L

Cross

Concentric TaperFlat Taper

“Y” Pipe

Bellmouth

Pipe Block Split Puddle Flange Blank Flange

L

L

D

Access Bend Type A

L

L

D

Access Bend Type B

A

L

Hatchbox

DN 80 - 300 DN 350 - 1600

L

H

Pipe

Bend 45º 1/8

L L

Bend 30º 1/12

LL

Bend 221/2º 1/16 Bend 111/4º 1/32 Duckfoot

80

NB

140

165

H

Flange on Hydrant Duckfoot BendAll Socket Tee Flange on Socket Level Invert Tee

L L

Bend 90º 1/4

Flange on Socket Tee

L

H

L

H65.00

H

HL

45º Angle Branch

L

Concentric Taper

Flanged Spigot

L

Flanged Socket

L

inch

0.5

0.75

11.

251.

52

2.5

33.

54

56

78

910

1112

1415

1618

2021

2224

2627

2830

3233

3436

4042

4448

mm

1520

2532

4050

6580

9010

012

515

017

520

022

525

027

530

035

037

540

045

050

052

555

060

065

067

570

075

080

082

585

090

010

0010

5011

0012

00

BS 7

8C

lass

32.5

235

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38.7

645

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1981

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2.72

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3.76

4.80

5.90

6.98

8.06

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011

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13.1

415

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16.2

617

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19.3

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22.5

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28.7

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31.7

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34.8

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838

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559

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72.5

1276

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lass

2.20

2.72

3.24

3.76

4.80

5.90

6.98

8.06

9.14

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011

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13.6

015

.72

16.7

817

.84

19.9

622

.06

23.1

224

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26.2

628

.36

29.4

30.4

432

.52

24.6

235

.66

38.7

642

.92

45.0

51.2

0BS

486

CD

only

55.9

69.1

82.3

95.5

121.

914

9.9

177.

320

4.7

232.

225

9.1

286.

034

5.4

399.

342

6.2

453.

150

6.9

560.

1358

7.2

613.

766

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720.

374

6.8

773.

282

6.0

879.

390

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- 2.

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782

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s 1

21.3

26.9

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101.

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139.

716

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127

332

3.9

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640

6.4

457

508

610

711

813

914

1016

1067

1118

1219

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/420

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2532

4057

63.5

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1.6

127

133

762

1168

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ries

325

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44.5

5473

82.5

108

141.

315

919

3.7

244.

555

966

086

4Se

ries

335

152.

417

7.8

BS 1

387

21.3

26.9

33.7

42.4

48.3

60.3

76.1

88.9

114.

313

9.7

165.

1

BS 5

3460

.376

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.911

4.3

139.

716

8.3

193.

721

9.1

244.

527

332

3.9

355.

640

6.4

457

508

559

610

660

711

762

813

864

914

1016

1220

BS 3

600

21.3

26.9

33.7

42.4

48.3

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76.1

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101.

611

4.3

139.

716

8.3

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721

9.1

244.

527

332

3.9

355.

640

6.4

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508

559

610

660

711

762

813

864

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1220

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L &

BS 1

600

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26.7

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314

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445

750

855

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066

071

176

281

386

491

410

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TI 3

6" N

B)

BS 3

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26.9

33.7

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48.3

60.3

88.9

114.

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0.2

168.

321

9.1

273

323.

935

5.6

406.

445

750

861

0

BS 3

506

21.3

26.9

33.7

42.4

48.3

60.3

75.1

88.9

114.

314

0.2

168.

319

3.7

219.

124

4.5

273

323.

935

5.6

406.

445

750

855

961

0

BS 4

772

DIN

56 D

IN66

DIN

82 D

IN14

4 DI

N48

0 BS

1152

2860

1, 2

8602

2860

128

605

2860

598

118

2860

1/3

170

222

274

326

378

429

Onl

y53

263

573

884

294

510

48BS

Onl

y12

5528

603,

286

05

220

272

324

376

427

478

530

633

718

820

924

1027

1144

1228

BS 4

86C

lass

15

177

232

259

286

334

392

448

498

568

654

761

808

869

927

970

1981

Cla

ss 2

023

225

928

634

540

546

351

558

667

278

083

089

195

299

6C

lass

25

6996

122

177

240

268

295

356

419

478

532

605

691

801

852

915

977

1024

Met

ric B

S 55

5616

2025

3240

5063

7590

110

125

140

160

180

200

225

250

280

315

355

400

450

500

560

630

710

800

900

1000

1200

1400

1600

1800

2000

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1

DUCTILE IRON PIPES & FITTINGS

Ductile Iron Pipes & Fittings

Specification for Ductile Iron Pipes and Fittings . . . . . . . . 2

Coatings and Linings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

Marking of Pipes and Fittings . . . . . . . . . . . . . . . . . . . . . . . 8

Flanged Joints - Fixed / Rotating . . . . . . . . . . . . . . . . . . . . . 8

Push Fit Flexible Joints . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

Push Fit Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

Fitting Dimensions - Series A & B DN80 to 800 . . . . . . . . . 12

Cast Riser Pipes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39

Fabricated Pipes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40

Bosses and Restrained Joints . . . . . . . . . . . . . . . . . . . . . . 42

Flange Convertor, Jointing Materials . . . . . . . . . . . . . . . . 43

Jointing Procedures -

Flanged Joints . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45

Push-Fit Flexible Joints . . . . . . . . . . . . . . . . . . . . . . . . . . . 46

BRS System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49

Handling and Storage . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50

Construction Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52

Supporting Pipes Above Ground . . . . . . . . . . . . . . . . . . . . 55

Construction Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56

Pipeline Product Selector . . . . . . . . . . . . . . . . . . . . . . . . . 58

Fastrack . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59

Flange Comparison Chart . . . . . . . . . . . . . . . . . . . . . . . . . 60

STANDARDS AND QUALITYHam Baker Pipelines was one of the first manufacturers in the water industry to be awarded

BS 5750, (January 1987), demonstrating its determination to ensure that the level of quality is

of the highest standard. As part of the continuing commitment to quality, we have

subsequently been successfully re-appraised to BS EN ISO 9001:2000.

As a BSI registered company, Ham Baker Pipelines are subject to continuing assessment by the Quality Assurance

Department of the British Standards Institution.

All equipment supplied by Ham Baker Pipelines complies fully with the

relevant British, European or International Standards for the product.

Note: For details of worldwide water and food contact approvals for Plascoat PPA571, consult our Technical Sales Department

SPECIFICATIONS

32

3.4 No deviation in the standardised length is permitted for fittingssupplied to series B.

3.5 Tolerances on lengths of socketed and flanged fittings aregiven below and are in accordance with BS EN 545 Section 4.2.3.4 Table 6.

4.WALL THICKNESS

4.1 The thickness shall be calculated either by the K class formula,as detailed in BS EN 545 Section 4.2.1.2 for potable water, orin BS EN 598 Section 6.1.3 for sewage.

e = K (0.5 + 0.001 DN)e is the nominal wall thickness in millimetres;DN is the nominal size;K is a coefficient used for the determination of the thickness.These are expressed by a series of whole numbers e.g. 7, 8, 9, 10, 11, 12, 14....

4.2 The minimum thickness classes for pipes and fittings are given in the following tables.

4.3 The tolerances on nominal wall thickness of pipes and fittings are detailed in BS EN 545 Section 6.1.1.

5. EXTERNAL DIAMETER

5.1 The specified diameter (De) of the spigot ends of pipes arespecified in BS EN 545 Section 4.2.2.1 and BS EN 598 Section 4.2.1.1. These figures are given in the table on page 13.

5.2 For DN ≤ 300, the external diameter of the pipe barrel measured with a circumferential tape shall be such as to allowthe assembly of the joint over at least two thirds of the pipelength from the spigot end. For DN > 300, the same applies toa percentage of the pipes, when they need to be cut on site,after agreement between manufacturer and purchaser.

5.3 The ovality of the spigot end of pipes and fittings shall:– remain within the tolerances on De for DN 100 to DN 200;– not exceed 1% for DN 250 to DN 600 or 2% for DN > 600

Note: The manufacturer’s guidance should be followed as to thenecessity and means of ovality correction; certain types of flexiblejoints can accept the maximum ovality without a need for spigotre-rounding prior to jointing.

6. PRESSURE TEST - FITTINGS

6.1 Allowable test pressure (PEA). All Ham Baker Pipelines’ fittings receive a 100% maximum hydrostatic pressure test.

6.2 The table given below details the maximum values foroperating and testing pressures.

1PFA - allowable operating pressure.Internal pressure, exclusive of surge, that a component can safely withstand.

2PMA - allowable maximum operating pressure.Maximum internal pressure, including surge that a component can safely withstand in service.

3PEA - allowable test pressure.Maximum hydrostatic pressure test that a newly installed component can withstand for ashort duration. Please note that component test pressure is different from a system testpressure, which is related to the design pressure of the pipeline.

7. JOINT PERFORMANCE

7.1 Socket spigot joints are designed to be fully flexible and allow angular deflection, which permits the installed pipeline to accommodate ground movement. The following table showsthe maximum allowable deflection of the socket:

Product Classification

Spun Pipe K8, K9, K10and Class 40

Cast Pipe K12

Non-branched fittings K12

Branched fittings K14

Type of Casting Tolerance (mm)

Fittings for socketed joints ± 20

Fittings for flanged joints ± 10*

*By agreement between manufacturer and purchaser, smallertolerances are possible, but not less than ± 3mm for DN ≤600mm and ± 4mm for DN > 600mm.

DN PN10 PN16PFA1 PMA2 PEA3 PFA1 PMA2 PEA3

80 16 20 25 16 20 25100 to 150 16 20 25 16 20 25200 to 600 10 12 17 16 20 25600 to 1200 10 12 17 16 20 25

DN AngularDeflection

80mm to 300mm 5º

350mm to 800mm 4º

The following details the Standards to which Ham BakerPipelines manufacture and supply all our range of Ham Bakerpressure pipeline products.

1. DUCTILE IRON

1.1 All Ham Baker Pipelines’ pipes and fittings are manufactured inductile iron as specified in BS EN 545 and BS EN 598.

BS EN 545 covers ductile iron pipes, fittings and joints which are used in the construction of pipelines which:

a. convey potable water for human consumption.

b. are installed in both above and below ground applications.

c. are suitable for fluid temperatures between 0º and 50ºCexcluding frost.

BS EN 598 covers ductile iron pipes, fittings, accessories andjoints which are used in the construction of pipelines, drainsand sewers which:

a. convey surface water, domestic wastewater and certain types of industrial effluents.

b. are installed in both above and below ground applications.

Ductile iron or Spheroidal Graphite (SG) Iron is manufactured toBS EN 1563.

1.2 Properties of ductile iron pipes and fittings.

2. JOINTS - TERMS AND DEFINITIONS

Listed below are the standard joint systems and the standard termsand definitions used, as per BS EN 545 and BS EN 598 Section 3.

2.1 Flange (Flanged Joint) - flat circular end of pipe or fitting. A flange can be fixed (integrally cast or welded) or adjustable; anadjustable flange comprises a ring, in one or several partsassembled together, which bears on an end joint hub andfreely rotates on the pipe or fitting axis before jointing - BS EN545 Section 3.5 or BS EN 598 Section 3.7.

2.2 Socket - the socket is the female end of a pipe or fitting - BSEN 545 Section 3.8 or BS EN 598 Section 3.10.

2.3 Spigot - male end of the pipe and or fitting - BS EN 545 Section 3.7 or BS EN 598 Section 3.9.

2.4 Push-in flexible joint - this is the standard underground joint. The joint is assembled by inserting the spigot through a gasketinto the socket - BS EN 545 Section 3.12 or BS EN 598Section 3.13.

2.5 Mechanical flexible joint - flexible joint where the sealing of thejoint is obtained by applying pressure to the gasket bymechanical means, e.g. a gland - BS EN 545 Section 3.13 orBS EN 598 Section 3.15.

2.6 Restrained Flexible Joint - flexible joint where a means is provided to prevent separation of an assembled joint - BS EN595 Section 3.14; BS EN 598 Section 3.16.

2.7 Collar - a connecting piece which is used to join two spigotstogether - BS EN 598 Section 3.8.

3. STANDARD LENGTHS OF FITTINGS

3.1 The standard lengths of fittings given in our catalogue comply with those given in BS EN 545 Section 8.3 and 8.4 and tables15 through to 33. BS EN 598 fitting dimensions refer to BS EN545 (as detailed BS EN 598 Section 9.3).

3.2 Ham Baker Pipelines supply fittings to series B as standard upto DN300, otherwise series A. Fittings either to seriesA/ISO/DIN are available upon request.

3.3 The permissible deviations on the standardised length of seriesA fittings are given below and are in accordance with BS EN545 Section 4.2.3.3 Table 5.

Specifications

Type of fitting DN Deviation (mm)

Standard Flange 40mm to ± 25

Sockets 1200mm

Standard Flange

Spigots

Collars

Tapers

Tees 40mm to + 50 / -25

1200mm

90º Bends 40mm to ± (15 + 0.03 DN)

45º Bends 2000mm ± (10 + 0.025 DN)

22.5º & 11.25ºBends 40mm to ± (10 + 0.02 DN)

1200mm

1

Minimum Tensile Strength 420 MN/m2

Elongation (Minimum) Pipes: 10% (80mm uti 800mm)

Fittings: 5%

Spheroidal Graphite Spun Pipe: Grade 420/10Iron Grade

Fittings: Grade 420/5

Hardness Pipes: 230 HB

Fittings: 250 HB

SPECIFICATIONS

54

POTABLE WATER

To meet the requirements for potable water in the United Kingdomand comply with DWI Regulation 31, the standard corrosionprotection systems offered are:

PIPES Internal Lining: Pipes are lined with sulphate resistant cement and then sealed withan epoxy resin over the cement. The lining has full Drinking WaterInspectorate (DWI) Regulation 31.4(a) approval.

Alternatively, for flanged pipework, in applications such aspumping stations, treatment works and valve chambers the pipesare supplied as standard with sulphate resisting cement to BSEN 545 Section 4.4.1. and 4.4.3. The lining complies with DWIRegulation 31.4(b).

Cement Mortar LiningsThe cement mortar lining (CML) of ductile iron pipes ismanufactured to BS EN 545 Section 4.4.3. The lining shallconstitute a dense, homogeneous layer which covers the internalsurface of the pipe. The compressive strength of the CML aftercuring shall be not less than 50MPa. The surface of the CML shallcomply fully with BS EN 545 Section 4.4.3.3. The lining shall besmooth and uniform. Trowel marks, protrusion of sand grains andsurface texture are acceptable. Fine crazing and hairline cracksmay appear in dry linings.

The following table details the minimum thickness in millimetres ofthe lining of ductile iron pipes and fittings.

NOTE 1Cement Mortar Linings at pipe ends may chamfer to a maximum of 20mm.

NOTE 2Storage of pipes in a hot, dry environment can cause the pipe to expand and the mortar toshrink. This may result in the dry lining developing area’s of disbondment and shrinkagecracks which could exceed the widths given in the table above. Upon the lining being re-exposed to water, the lining will absorb the moisture and the crack will close. This is knownas an autogenous healing process.

NOTE 3

A negative tolerance only is given.

External Coatings: The pipes are supplied with a layer of metallic zinc to BS EN 545Section 4.4.2.1. and finished with a layer of Black Bitumen or blueepoxy to BS EN 545 Section 4.5.2. The metallic zinc is applied witha minimum mass of 200g/m2.

FITTINGSInternal and External Coating with Blue PPA 571 Plascoat:Ham Baker fittings are supplied coated with blue PPA 571Plascoat 250 microns (mean.) as standard, complying to BS EN 545Section 4.1.4. and Section 4.5. Plascoat has full BS 6920 approval.Alternatively, the fittings can be coated with Blue Resicoat 250microns (mean).

Fittings coated with either Plascoat or Resicoat having a coatingthickness of 250 microns may be buried in soils of all levels ofcorrosivity (non to highly aggressive).We can also offer fittings with a cement mortar lined (CML) finishinternally and a bitumen coating externally.

APPROVALSPipes: The pipe linings have full DWI Regulation 31.4(a) approvaland are listed in the Water Regulatory Advisory Scheme (WRAS)‘Water Fittings and Materials Directory’.

Fittings: The coating of our fittings for potable water is approved toBS6920, which means that the fittings comply fully with therequirements of DWI Regulation 31.4(B). Ham Baker Pipelines’ fittingsare listed in the WRAS “Water Fittings and Materials Directory”.

Ductile iron pipes and fittings finished with the coatings detailedmay be used to convey all types of water for human consumption.

Note: For details of worldwide water and food contact approvalsfor Plascoat PPA571, consult our Technical Sales Department.

Coatings and Linings

Blue Epoxy

Metallic zinc

Ductile iron

Cement mortar lining

Epoxy resin

Cross section through pipe wall

Ductile iron

Blue PPA 571 Plascoat

Blue Epoxy

Metallic zinc

Ductile iron

Cement mortar lining


NOMINAL SIZE THICKNESS Maximum Crack WidthDN Nominal Value Tolerance and Radial Deviation

80 to 300 4 -1.5 0.4350 to 600 5 -2.0 0.5

700 to 1200 6 -2.5 0.6

28. STRUCTURAL STRENGTH

8.1 To demonstrate the strength and leak tightness of fabricated (welded on) flanged pipe, Ham Baker Pipelines subject pipes toa type test as detailed in BS EN 545 Section 5.4.

8.2 A fundamental requirement of flanged pipework is its ability to support an external bending moment. The length of anunsupported span is limited by the need to confine stresses dueto the combined effects of internal pressure, bolt tightening andbending moments within safe limits. These same limits alsoapply to flanged pipework subjected to loads caused by thrustsdue to internal pressure, e.g. at changes in direction.

The limits are such that it is recommended that flanged pipe isNOT buried.

Ductile Iron Fitting Production Process and Quality Control

The diagram below details the manufacturing process for HamBaker Pipelines’ ductile iron fittings with particular reference toquality assurance to ensure consistency of quality.

Safe Working Bending Moments (Class K9 Pipe)

NOTE: These figures apply to K9 pipe only

DN BendingMoment

KN.m

50 3.760 5.280 7.2

100 9.3150 16.0200 24.0250 34.2300 104350 135400 168450 205500 251600 348700 463800 584

Inspection contentsInspection results

GeneralProcess

Key Process

Raw Material

Inspection

KEY

COATINGS AND LININGSCOATINGS AND LININGS

76

HYDRAULIC FLOW CHARACTERISTICSThe advance in corrosion protective systems, such as the use ofepoxy coatings, adds greatly to both its service life and its alreadyimpressive flow characteristics.

For specific details of flow capacities and velocities contact ourTechnical Sales Department.

LINING REPAIRIn the event that an area of cement mortar lining is damaged,repairs can be made quickly and simply by using either cementmortar or a compatible synthetic material which is approved foruse with the potable water. Where a repair is carried out usingcement mortar follow the procedure outlined below.

The cement mortar must be of the same type as that used inthe original lining.

• If possible position the pipe or fitting with the damaged area at invert level.

• Carefully chip out the damaged lining. Undercut the edges of the adjacent sound lining to help form a ‘key’ for the repair.

• Clean away all loose debris.

• Thoroughly wet the exposed metal surface and the edges of the lining around the exposed area.

• Prepare the mortar for the repair.

This should be stiff and consist of one part cement to approx. 1.5 parts of dry washed coarse sand (by mass), and be mixed with fresh potable water.

• Place the mortar with a hand trowel (or float for large areas), and work it well into the edges of the existing lining.

• Build up the repair to a thickness just above that of the original lining and finally smooth down to the required thickness using a piece of wood against the pipe end, if appropriate, to produce a square end. Cover with a wet sack, or similar, to prevent rapid evaporation until mortar is sufficiently hardened.

1. Note

If using synthetic materials follow the manufacturer’s instructions.

2. Note

For pipes having an epoxy seal coat, it is only necessary to repair damage to the cement. No attempt should be made to repair the seal coat itself.

NOTE:

Other coatings and linings are available to special order. Pleaseconsult our Technical Sales Department.

SEWAGE

All Ham Baker Pipelines’ ductile iron pipes and fittings for sewageapplications are supplied as detailed below:

PIPES

Internal Lining: Spun pipes will be lined with High Alumina cement in accordancewith BS EN 598 Section 4.4.3.

External Coatings:The pipes are supplied with a layer of metallic zinc to EN 598Section 4.4.2. and have a finish layer of Red Epoxy as per EN 598Section 4.1.4. and 4.4.2.4.

FITTINGS

Internal and External Coating: Fittings will be supplied with a red Plascoat finish as standard inaccordance with BS EN 598 Section 4.5.2.

pH LevelsOur standard coating systems are suitable for pH levels between 4and 12. For pipelines which have a process medium with pH levelsless than 4 or greater than 12, please consult our Technical SalesDepartment. For the chemical resistance of our pipes and fittingscontact our Technical Sales Department.

CEMENT MORTAR LININGS

The surface of the lining will be substantially smooth; trowelmarks and protrusions of sand grains are acceptable, but mayoccasionally contain longitudinal and circumferential shrinkagecracks but these will not affect the stability of the lining and thewidths of the cracks and any radial displacement at the crackswill not exceed the values given in the table below.(Dimensionsin millimetres)

NOTE 1Pipe ends may have a chamfer of maximum length 20mm.

NOTE 2Storage of pipes and fittings in a hot, dry environment can cause metal expansion andmortar shrinkage which may result in dry lining developing areas of disbondment andshrinkage cracks. When the lining is re-exposed to water, it will swell by absorption ofmoisture and the cracks will eventually heal by an autogenous process.

NOTE 3A negative tolerance only is given.

HIGH ALUMINA CEMENT RESISTANCEAbrasion Resistance: Abrasion in fluid transmission can result when the conveyed liquidcontains a high concentration of solids. High velocities will alsoincrease the abrasion of the pipe wall. This abrasive effect canerode the pipe wall over a period of time. It is likely to be aproblem in the following situations:

• Combined sewers

• Industrial effluent

• Steep slopes

The high alumina lining used by Ham Baker Pipelines offers excellentresistance to abrasion. This lining allows regular maximum flows upto 7m/sec with minimal attack in each of the above situations.

Resistance to septic attack: Bacterial corrosion is one of the main causes of deterioration ofsewage networks regardless of climatic conditions. Normallyassociated with hot climates such as the Middle East andAustralia, bacterial corrosion can occur in temperate climatesunder the right conditions – periods of low flow, turbulence at apumping main discharge point.

Hydrogen sulfide (H2S) released by the effluents is transformed intosulphuric acid by the bacterial micro-flora on the damp walls of thepipes. Tests have demonstrated that high alumina cement is a materialwhich offers high durability in the presence of bacterial corrosion.

Resistance to chemical attack: Sewage networks can be at risk from attack by chemicals found inindustrial effluents. The following table taken from BS EN 545Annexe E shows the resistance of high alumina cement comparedwith Portland cement.

Epoxy

Metallic zinc

Ductile iron

High alumina cement


Ductile iron

Red Plascoat

Nominal Size Thickness Maximum crack DN Nominal Tolerance width and

Value radial displacement

100 to 300 3.5 -1.5 0.6350 to 600 5 -2 0.7

700 to 1200 6 -2.5 0.8

Water Portland High Alumina Characteristics Cement CementMinimum value of pH 6 4Maximum content (mg/l) of:

aggressive CO2 7 no limitsulfates (SO4–) 400 no limitmagnesium (Mg++) 100 no limitammonium (NH4+) 30 no limit

ROTATING FLANGED JOINTS

98

Spanner Sizes for Bolts and Nuts used with Flanged Joints

Bolt Size M16 M20 M24 M27 M30 M36

Spanner Size 24 30 36 41 46 55

The working pressures and corrosion protection options for theadjustable fitting are the same as the fixed flanged fitting range. The adjustable flange offers all the advantages of a fixed flange butwith added advantages:

1. Ease of assembly.2. Flexibility to orientate the pipeline on site.3. Interchangeable flange drillings.4. Improved delivery on PN10 drillings.

DIMENSIONS

Flanged pipework in the United Kingdom is supplied drilled to BS EN 1092-2 : 1997 PN16 as standard. If other flangeddrillings should be required, please state the preferred drillingupon your enquiry.

A

A

PN16Nominal

Size D g a b PCD Bolt Holes Bolt SizesDN No. Dia Dia Lengthmm mm mm mm mm mm mm mm

50 165 98 19 16 125 4 19 M16 65

60 175 98 19 16 135 4 19 M16 6565 185 108 19 16 145 4 19 M16 6580 200 133 19 16 160 8 19 M16 65100 220 153 19 16 180 8 19 M16 65125 250 183 19 16 210 8 19 M16 65150 285 209 19 16 240 8 23 M20 70200 340 264 20 17 295 12 23 M20 70250 400 319 22 17 355 12 28 M24 85300 455 367 24.5 20.5 410 12 28 M24 85350 520 432 26.5 22.5 470 16 28 M24 85400 580 484 28 24 525 16 31 M27 100450 640 544 30 26 585 20 31 M27 100500 715 606 31.5 27.5 650 20 34 M30 110600 840 721 36 31 770 20 37 M33 120700 910 794 39.5 34.5 840 24 37 M33 130800 1025 901 43 38 950 24 40 M36 140

NominalSize D g a b PCD Bolt Holes Bolt SizesDN No. Dia Dia Lengthmm mm mm mm mm mm mm mm

50 165 98 19 16 125 4 19 M16 65

60 175 98 19 16 135 4 19 M16 6565 185 108 19 16 145 4 19 M16 6580 200 133 19 16 160 8 19 M16 65100 220 153 19 16 180 8 19 M16 65125 250 183 19 16 210 8 19 M16 65150 285 209 19 16 240 8 23 M20 70200 340 266 20 17 295 8 23 M20 70250 400 319 22 19 355 12 23 M20 80300 455 370 24.5 20.5 400 12 23 M20 80350 505 429 24.5 20.5 460 16 23 M20 80400 565 480 24.5 20.5 515 16 28 M24 85450 615 530 25.5 21.5 565 20 28 M24 85500 670 582 26.5 22.5 620 20 28 M24 90600 780 682 30 25 725 20 31 M27 100700 895 794 32.5 27.5 840 24 31 M27 110800 1015 901 35 30 950 24 34 M30 110

PN10

Section A-A

PN25 and PN40 Flanges are available on request. Please consult our Technical Sales Department.

PCDD

Hole diameter

This diagram illustrates thearrangement but not necessarilythe correct number of bolt holes;

refer to tables for the actual number

MARKING OF PIPES

1. Nominal Bore DN3002. Class of other than K9 K73. Denotes the pipe is ductile iron SG4. Appropriate British/European standard BSEN5455. Year of manufacture 20036. Manufacturer’s identification Manufacturer’s mark7. PN rating of flanges when applicable PN16

All fittings have the following cast into the surface:

1. Nominal Bore DN 3002. Angle of bend 90° etc.3. Denotes the fitting is ductile iron SG4. Appropriate British/European standardBS EN 5455. Year of manufacture 20036. Manufacturer’s identification Manufacturer’s mark7. PN rating of flanges when applicable PN16

Project IdentificationHam Baker Pipelines can mark all pipes and fittings toyour specific requirements. This can be done either bythe use of metal tags or white water resistant markers.

Flanged pressure pipelines are suitable for a wide range ofindustries and applications, primarily, pumping stations, treatmentworks, process plant and rising mains.

Rigid and self anchoring, flanged joints give no provision fordeflection, and therefore no external anchorage is required whenchanges in direction occur, or at blank ends. To give the flexibilitywhen installing a flanged pipeline system, the use of flangeadaptors is common practice.

The flanged joint offers a high strength and high pressurecapability, making a ductile iron pressure pipeline an ideal costeffective material when used in the movement of sewage andwater in above ground applications.

It is recommended that flanged pipework is not used in buriedsituations due to the risk of excessive bending moments.

However, where flanges are buried directly in the ground, (i.e. flangeadaptors), the bolts must be protected from corrosion by wrappingwith a protective tape or coating to WIS 4-52-03. Flanged joints areusually used for connecting valves, pumps and hydrants.

FIXED FLANGED JOINTS

ROTATING FLANGE JOINTS

In addition to our range of fixed flanged fittings, we can offer arange of fittings with an adjustable rotating flange as perBS EN 545 (Section 3.5) and BS EN 1092-2 (Section 3.1).

Marking of Pipesand Fittings

Flanged Joints

3 4

POTABLE WATER (CLASS 40)

POTABLE WATER (CLASS K9)

RAW WATER / WASTEWATER / SEWAGE

* other wall thicknesses are available upon request

Nominal Mean Mean Effective AllowableDiameter External Wall Cement Internal Length Operating Weight

DN Diameter (De) Diameter (Di) (L) Pressure (PFA) Linedmm mm mm mm mm mm Bar kg

80 98 4.8 4 80 6000 40 88.8100 118 4.8 4 100 6000 40 109150 170 4.8 4 152 6000 40 160200 222 4.9 4 204 6000 40 212250 274 5.3 4 255 6000 38 265300 326 5.6 4 307 6000 35 334350 378 6 5 356 6000 32 433400 429 6.3 5 406 6000 30 517450 480 6.7 5 457 5500 29 565500 532 7 5 508 6000 28 705600 635 7.7 5 610 6000 26 917700 738 9.6 6 707 6000 29 1184800 842 10.4 6 809 6000 28 1453

Nominal Mean Mean Effective AllowableDiameter External Wall Cement Internal Length Operating Class Weight


80 98 4.8 4 80 6000 64 Class 40 77100 118 4.8 4 100 6000 64 Class 40 94150 170 5 4 152 6000 62 Class 40 143200 222 5.4 4 203 6000 50 Class 40 199250 274 5.8 4 254 6000 43 Class 40 263300 326 6.2 4 306 6000 40 Class 40 332350 378 7 5 354 6000 40 Class 40 443400 429 7.8 5 403 6000 40 Class 40 550

Effective length (L)

Di

De

1110

PUSH FIT JOINTS

The Push Fit socket is the standard joint for below ground waterand sewage pipelines. This is a high performance joint suited fordistribution mains.

Quick and easy to install, requiring no special back fill, Push Fit iscapable of angular deflection and longitude withdrawal withoutloss of performance. Other advantages are, high strength forassured security, able to operate at 60 bar pressure (depending onnominal bore).

All pressure pipelines with socket and spigot push fit flexible jointare subject to forces which tend to separate the joints, particularlyat changes in direction or at blank ends. At such points some formof restraint is required. The use of concrete thrust blocks iscommon practice. Where possible, concrete thrust blocks shouldbe shaped to allow sufficient space for remaking of joints.

To eliminate the need for thrust blocks, anchor gaskets and/or tiebar pipes can be supplied, where the ground is unstable or subjectto subsidence, where steep inclines are to be negotiated or wherethe pipes are to be laid above ground or under rivers and lakes.

SPECIFICATIONS

• A deflection of 1º on a full length of socket pipe (standardlength 6m) will provide a deflection of approximately 100mm from the axis of the pipe or fitting previously installed.

Push FitFlexible Joints

Nominal A B MaximumSize Socket Depth of Allowable Angular

Outside Dia. Socket DeflectionDN mm mm Degrees

80 142 84 5100 163 88 5150 217 94 5200 278 100 5250 336 105 5300 385 110 5350 448 110 4400 500 110 4450 547 107 4500 607 120 4600 716 125 3700 849 197 3800 960 209 3

5 6Push Fit Pipe

Nominal Mean Mean Effective AllowableDiameter External Wall Cement Internal Length Operating Class Weight


80 98 6 4 78 6000 85 K10 88.5100 118 6 4 98 6000 85 K10 109150 170 6 4 150 6000 85 K9 160200 222 6.3 4 201 6000 71 K9 220250 274 6.8 4 252 6000 61 K9 292300 326 7.2 4 304 6000 56 K9 367350 378 7.7 5 353 6000 51 K9 477400 429 8.1 5 403 6000 48 K9 566450 480 8.6 5 454 5500 40 K9 616500 532 9 5 504 6000 44 K9 774600 635 9.9 5 605 6000 41 K9 1007700 738 10.8 6 704 6000 38 K9 1298800 842 11.7 6 807 6000 36 K9 1594

80MM PUSH-FIT (FLEXIBLE) & MECHANICAL JOINTED FITTINGS80MM FLANGED FITTINGS

1312

DESCRIPTION Supplied asStandard

SeriesA/B/

DIN/ISO

Key Dimensions Nominal Weights Joint Types Allowable

OperatingPressure(PFA) bar

AllowableSite TestPressure(PEA) bar

Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit MJ

BENDS 90º (¼) • B, ISO 85 3 3 60 65

A, ISO 100 3 60 65 90º Duckfoot (¼) • 2 100 110 14 12.9 3 60 65 90º Hydrant Duckfoot (¼) • 2 95 15 13 3 16 25

45º (1/8)• B, ISO 50 3 3 60 65

A, ISO 55 3 60 65 30º (1/12) • 3 60 65 22½º (1/16) • B, ISO 40 3 3 60 65 11¼º (1/32) • B, ISO 30 3 3 60 65ALL SOCKET TEE

dn 80mm• B, ISO 175 85 3 3 60 65

A, ISO 170 85 3 60 65FLANGE ON DOUBLESOCKET TEE

dn 80mm• B, ISO 175 165 3 3 3 16 25 A, ISO 175 165 3 16 25

45º ALL SOCKET ANGLE BRANCH

• 2 300 250 20 17.6 3 60 65

STANDARD FLANGESOCKET PIECE

• B, ISO 105 3 3 3 16 25 A, ISO 130 3 16 25

STANDARD FLANGESPIGOT PIECE • B, A, ISO 350 3 3 3 16 25COLLAR • B, A, ISO 160 3 3 60 65GASKETS EPDM • 3

EPDM SIT (ANCHOR) • 3 Nitrile • 3

MJ JOINT ACCESSORIES • 3

1. CML = Cement Mortar Lined 2. Leg lengths do not appear in either BS EN 545:2002 or ISO 2531:1998, for manufactured lengths refer to table above3. Rotating flanges supplied as standard


SeriesA/B/

DIN/ISO

Key Dimensions Nominal Weights Flange Type Allowable



Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed Rotating

BENDS 90º (¼) • B, A, DIN, ISO 165 11 9.3 3 3 16 25 90º Duckfoot (¼) • B, A, DIN, ISO 165 110 180 17 16 3 16 25 90º Long Radius Bend • 4 380 12 11 3 16 25 90º Access Bend 2

Type A • 4 380 15 3 2 3.5 Type B • 4 380 15 3 2 3.5 45º (1/8) • B, A, DIN, ISO 130 11 9.5 3 3 16 25 30º (1/12) • A, DIN 130 12 11 3 16 25

22¼º (1/16)• B 120 10 9 3 3 16 25

A, DIN 130 12 11 3 16 25

11¼º (1/32)• B 110 10 9 3 3 16 25

A, DIN 130 12 11 3 16 25TEES dn 50mm • A, DIN 330 160 13.8 13 3 dn 80mm • B, A, DIN, ISO 330 165 16 15.6 3 3 16 25RADIAL TEE • 4 545 380 165 24 23 3 16 2545º ANGLE BRANCH • 4 500 375 23 21 3 16 25CROSS • 4 330 165 23 21 3 16 25Y PIPE • 4 165 17 16 3 16 25TAPERS Concentric dn 50mm • DIN 200 8 7.3 3 16 25 Flat dn 50mm • 4 200 8 7.3 3 16 25BELLMOUTH • 4 135 160 5.2 3 16 25HATCHBOX 2 • 4 800 400 65 3 10 16BLANK FLANGE • A, DIN, ISO 2.7 3 16 25SPLIT PUDDLE FLANGE 3 • 4 110 260 100 12.5 n/a n/a

1. CML = Cement Mortar Lined 2. Denotes sewage applications only 3. Ham Baker Pipelines do not supply the packing material 4. Leg lengths do not appear in BS EN 545:2002 refer to table above as per section 4.1.1


1514


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit MJ

BENDS 90º (¼) • B, ISO 100 3 3 60 65

A, ISO 120 3 60 65 90º Duckfoot (¼) • 2 100 110 14 12.9 3 60 65 90º Hydrant Duckfoot (¼) • 2 105 20 18.8 3

45º (1/8)• B, ISO 60 3 3 60 65

A, ISO 65 3 60 65 30º (1/12) • 3 60 65

22½º (1/16)• B, ISO 50 3 3 60 65

A, ISO 40 3 60 65 11¼º (1/32) • B, ISO 30 3 3 60 65ALL SOCKET TEE

dn 80mm• B, ISO 165 90 3 60 65

A, ISO 170 95 3 60 65

dn 100mm• B, ISO 195 100 3

A, ISO 190 95 3 3 60 65FLANGE ON DOUBLESOCKET TEE

dn 80mm• B, ISO 165 170 3 3 3 16 25 A, ISO 170 175 3 16 25

dn 100mm• B, ISO 195 180 3 3 3 16 25 A, ISO 190 180 3 16 25

45º ALL SOCKET ANGLE BRANCH

• 2 300 250 23.5 22 3 60 65

TAPERS

dn 80mm• B, ISO 85 3 3 60 65

A, ISO 90 3 60 65STANDARD FLANGESOCKET PIECE

• B, ISO 110 3 3 3 16 25A, ISO 130 3 16 25

STANDARD FLANGESPIGOT PIECE • B, A, ISO 360 3 3 3 16 25COLLAR • B, A, ISO 160 3 3 60 65GASKETS EPDM • 3

EPDM SIT (ANCHOR) • 3 Nitrile • 3

MJ JOINT ACCESSORIES • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed Rotating

BENDS 90º (¼) • B, A, DIN, ISO 180 12.1 11.1 3 3 16 25 90º Duckfoot (¼) • B, A, DIN, ISO 180 125 200 17.7 15.7 3 16 25 90º Long Radius Bend • 4 400 22 20 3 16 25 90º Access Bend 2

Type A • 4 400 n/a 21 3 2 3.5 Type B • 4 400 n/a 21 3 2 3.5 45º (1/8) • B, A, DIN, ISO 140 11.7 10.7 3 3 16 25 30º (1/12) • A, DIN 140 13.6 12.6 3 16 25

22�º (1/16)• B 130 12 11 3 3 16 25

A, DIN 140 12.5 11.5 3 16 25

111/4º (1/32)• B 115 12 11 3 3 16 25

A, DIN 140 13.7 12.7 3 16 25TEES dn 50mm • DIN 360 170 17.4 16.5 3 16 25 dn 80mm A, DIN, ISO 360 175 19.4 18.4 3 16 25

dn 100mm• B, A, DIN, ISO 360 180 20.3 19.3 3 3 16 25

B 330 170 20 19 3 3 16 25RADIAL TEE • 4 580 400 180 33 29 3 16 2545º ANGLE BRANCH • 4 540 405 30 27 3 16 25CROSS • 4 360 180 27 25 3 16 25Y PIPE • 4 180 21 19 3 16 25TAPERS Concentric dn 50mm • DIN 200 10.4 9.4 3 16 25 dn 65mm • DIN 200 12.2 11.2 3 3 16 25

dn 80mm• B, ISO 195 10 9 3 3 16 25

A, DIN, ISO 200 9.8 8.8 3 16 25 Flat dn 50mm • 4 300 10.94 9.4 3 16 25 dn 80mm • 4 200 10.3 9.3 3 16 25BELLMOUTH • 4 140 185 n/a 6 3 16 25HATCHBOX 3 • 4 800 n/a 70 3 10 16BLANK FLANGE • A, DIN, ISO n/a 3 3 16 25SPLIT PUDDLE FLANGE 3 • 4 110 305 120 n/a 15.5 n/a n/a



1716


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit MJ

BENDS 90º (¼) • B, ISO 130 3 3 60 65

A, ISO 170 3 60 65 90º Duckfoot (¼) • 2 170 160 3 60 65 90º Hydrant Duckfoot (¼) • 2 135 27 25.8 3 60 65

45º (1/8)• B, ISO 70 3 3 60 65

A, ISO 85 3 60 65 30º (1/12) • 3 60 65

22½º (1/16)• B, ISO 60 3 3 60 65

A, ISO 55 3 60 65

11¼º (1/32)• B, ISO 40 3 3 60 65

A, ISO 35 3 60 65ALL SOCKET TEE

dn 80mm• B, ISO 180 120 3 60 65

A, ISO 170 120 3 60 65

dn 100mm• B, ISO 200 125 3 60 65

A, ISO 195 120 3 60 65

dn 150mm• B, ISO 260 130 3 3 60 65


dn 80mm• B, ISO 180 200 3 3 3 16 25

A, ISO 170 205 3 3 16 25

dn 100mm• B, ISO 200 205 3 3 3 16 25

A, ISO 195 210 3 16 25

dn 150mm• B, ISO 260 220 3 3 3 16 25• A, ISO 255 220 3 16 25

FLANGE ON DOUBLESOCKET LEVEL INVERT TEE dn 80mm • 2 190 220 27 24 3 16 2545º ALL SOCKETANGLE BRANCH • 2 400 350 44 40 3 60 65TAPERS

dn 80mm • B, A, ISO 190 3 60 65dn 100mm • B, A, ISO 150 3 3 60 65

STANDARD FLANGE SOCKET PIECE

• B, ISO 120 3 3 3 16 25A, ISO 135 3 16 25

STANDARD FLANGE SPIGOT PIECE • B, A, ISO 380 3 3 3 16 25COLLAR • B, A, ISO 165 3 3 60 65GASKETS

EDPM • 3 EPDM SIT (ANCHOR) • 3

Nitrile • 3 MJ JOINT ACCESSORIES • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed Rotating

BENDS 90º (¼) • B, A, DIN, ISO 220 23.3 21.3 3 3 16 25 90º Duckfoot (1/4) • B, A, DIN, ISO 220 160 250 32.5 30.5 3 16 25 90º Long Radius Bend • 4 450 39 35 3 16 25 90º Access Bend 2

Type A • 4 450 36 3 2 3.5 Type B • 4 450 36 3 2 3.5 45º (1/8) • B, A, DIN, ISO 160 20.5 18.5 3 3 16 25 30º (1/12) • DIN 160 23.5 21.5 3 16 25

22½º (1/16)• B 150 21 19 3 3 16 25

A, DIN 160 23 21 3 16 25

111/4º (1/32)• B 130 19 18 3 3 16 25

A, DIN 160 23 21 3 16 25TEES dn 50mm • DIN 440 200 31 29 3 16 25

dn 80mm• B, ISO 360 200 30 27 3 3 16 25

A, DIN, ISO 440 205 32 30 3 16 25

dn 100mm• B, ISO 380 205 32 29 3 3 16 25

A, DIN, ISO 440 210 33 31 3 16 25 dn 150mm • B, A, DIN, ISO 440 220 36 44 3 3 16 25ALL FLANGED LEVEL INVERT TEE dn 80mm • 4 440 220 33 31 3 16 25RADIAL TEE • 4 670 450 220 52 49 3 16 2545º ANGLE BRANCH • 4 640 480 50 47 3 16 25CROSS • 4 440 220 45 41 3 16 25Y PIPE • 4 220 36 33 16 25TAPERS Concentric

dn 80mm• B 260 15 14 3 3 16 25

A 400 17 16 3 16 25DIN 200 14.8 13.8 3 3 16 25

• B 220 15 14 3 3 16 25 dn 100mm A 300 16.2 15.2 3 16 25

DIN 200 14.9 13.9 3 3 16 25 Flat dn 80mm • 4 400 17 16.1 3 16 25 dn 100mm • 4 300 16 15 3 16 25BELLMOUTH • 4 155 245 10.9 3 16 25HATCHBOX 2 • 4 800 85 3 10 16BLANK FLANGE • A, DIN, ISO 5.9 3 16 25SPLIT PUDDLE FLANGE 3 • 4 130 390 172 n/a n/a



1918


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit MJ

BENDS 90º (¼) • B, ISO 160 3 3 60 65

A, ISO 220 3 60 65 90º Duckfoot (¼) • 2 220 190 3 60 65

45º (1/8)• B, ISO 80 3 3 60 65

A, ISO 110 3 60 65 30º (1/12) • 3 60 65

22½º (1/16)• B, ISO 70 3 3 60 65

A, ISO 65 3 60 65

11¼º (1/32)• B, ISO 45 3 3 60 65

A, ISO 40 3 60 65ALL SOCKET TEE dn 80mm

• B, ISO 180 145 3 3 60 65A, ISO 175 145 3 60 65

dn 100mm• B, ISO 200 150 3 3 60 65

A, ISO 200 145 3 60 65

dn 150mm• B, ISO 260 155 3 3 60 65

A, ISO 255 150 3 60 65

dn 200mm• B, ISO 320 160 3 3 60 65


dn 80mm• B, ISO 180 225 3 3 3 16 25

A, ISO 175 235 3 3 16 25

dn 100mm• B, ISO 200 230 3 3 3 16 25

A, ISO 200 240 3 16 25

dn 150mm• B, ISO 260 245 3 3 3 16 25• A, ISO 255 250 3 16 25

dn 200mm• B, ISO 320 260 3 3 3 16 25

A, ISO 315 260 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE

dn 80mm • 2 190 250 34 32.9 3 16 2545º ALL SOCKET ANGLE BRANCH • 2 500 450 75 56 3 60 65TAPERS

dn 100mm • B, A, ISO 250 3 60 65

dn 150mm• B, ISO 145 3 3 60 65

A, ISO 150 3 60 65STANDARD FLANGE SOCKET PIECE

• B, ISO 120 3 3 3 16 25A, ISO 140 3 16 25

STANDARD FLANGE SPIGOT PIECE • B, A, ISO 400 3 3 3 16 25COLLAR • B, A, ISO 170 3 3 60 65GASKETS


Nitrile • 3 MJ JOINT ACCESSORIES • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed Rotating

BENDS 90º (¼) • B, A, DIN, ISO 260 34 31.6 3 3 16 25 90º Duckfoot (1/4) • B, A, DIN, ISO 260 190 300 56.5 54 3 16 25 90º Long Radius Bend • 4 500 49 46 3 16 25 90º Access Bend 2

Type A • 4 500 55 3 2 3.5 Type B • 4 500 55 3 2 3.5 45º (1/8) • B, A, DIN, ISO 180 30 27 3 3 16 25 30º (1/12) • A, DIN 180 31.6 28.6 3 16 25

22½º (1/16)• B 170 31 28 3 3 16 25

A, DIN 180 30 27 3 16 25

111/4º (1/32)• B 145 29 27 3 3 16 25

A, DIN 180 34 31 3 16 25TEES

dn 80mm• B, ISO 380 225 40 37 3 3 16 25

A, DIN, ISO 520 235 43 40 3 16 25

dn 100mm• B, ISO 400 230 43 39 3 3 16 25

A, DIN, ISO 520 240 44 41 3 16 25

dn 150mm• B, ISO 460 245 50 46 3 3 16 25

A, DIN, ISO 520 245 47 44 3 16 25 dn 200mm • B, A, DIN, ISO 520 260 52 49 3 3 16 25ALL FLANGED LEVEL INVERT TEE dn 80mm • 4 520 250 48 45 3 16 25 dn 100mm • 4 520 250 48 44 3 16 25RADIAL TEE • 4 760 500 260 79 73 3 16 2545º ANGLE BRANCH • 4 735 560 76 71 3 16 25CROSS • 4 520 260 67 61 3 16 25Y PIPE • 4 260 54 49 3 16 25TAPERS Concentric • B 390 23 21 3 3 16 25 dn 80mm A 600 27.5 25.5 3 16 25

DIN 300 20.5 18.5 3 3 16 25

dn 100mm • B 330 22 20 3 3 16 25

A 600 29 27 3 16 25DIN 300 20.8 18.8 3 3 16 25

dn 150mm• B, ISO 235 22 21 3 3 16 25

A, ISO 300 24 23 3 3 16 25 Flat dn 80mm • 4 600 27.5 25.5 3 16 25 dn 100mm • 4 600 29.5 27 3 16 25 dn 150mm • 4 300 24 23 3 16 25BELLMOUTH • 4 170 310 15 3 16 25HATCHBOX 2 • 4 800 99 3 10 16BLANK FLANGE • A, DIN, ISO 10.8 3 16 25SPLIT PUDDLE FLANGE 3 • 4 130 430 224 29 n/a n/a



2120


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit MJ

BENDS 90º (¼) • B, ISO 260 3 3 60 65

A, ISO 220 3 60 65 90º Duckfoot (¼) • 2 270 225 3 60 65

45º (1/8)• B, ISO 135 3 3 60 65

A, ISO 130 3 60 65 30º (1/12) • 3 60 65

22½º (1/16)• B, ISO 80 3 3 60 65

A, ISO 75 3 60 65

11¼º (1/32)• B, ISO 55 3 3 60 65

A, ISO 50 3 60 65ALL SOCKET TEE dn 80mm

• B, ISO 185 185 3 3 60 65A, ISO 180 170 3 60 65

dn 100mm• B, ISO 205 190 3 3 60 65

A, ISO 200 170 3 60 65

dn 150mm• B, ISO 265 190 3 3 60 65

A, ISO 260 175 3 60 65

dn 200mm• B, ISO 320 190 3 3 60 65

A, ISO 315 180 3 60 65

dn 250mm• B, ISO 380 190 3 3 60 65

A, ISO 375 190 3 60 65FLANGE ON DOUBLE SOCKET TEE dn 80mm • B, ISO 180 265 3 3 3 16 25

dn 100mm• B, ISO 205 270 3 3 3 16 25

A, ISO 200 270 3 16 25

dn 150mm• B, ISO 265 280 3 3 3 16 25• A, ISO 260 280 3 16 25

dn 200mm• B, ISO 320 290 3 3 3 16 25

A, ISO 315 290 3 16 25

dn 250mm• B, ISO 380 300 3 3 3 16 25

A, ISO 375 300 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 80mm • 2 220 275 47 44.7 3 16 25 dn 100mm • 2 220 275 49 45.85 3 16 2545º ALL SOCKET ANGLE BRANCH • 2 550 500 108 97.6 3 60 65TAPERS

Concentricdn 150mm • B, A, ISO 250 3 60 65dn 200mm • B, A, ISO 150 3 3 60 65


• B, ISO 125 3 3 3 16 25A, ISO 145 3 16 25

STANDARD FLANGE SPIGOT PIECE • B, A, ISO 420 3 3 3 16 25COLLAR • B, A, ISO 175 60 65GASKETS

EDPM • EPDM SIT (ANCHOR) •

Nitrile • MJ JOINT ACCESSORIES •



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed Rotating

BENDS 90º (¼) • B, A, DIN, ISO 350 57 53 3 3 16 25 90º Duckfoot (1/4) • A, DIN, ISO 350 225 350 91 87 3 16 25 90º Long Radius Bend • 4 550 70 65 3 16 25 90º Access Bend 2

Type A • 4 550 85 3 2 3.5 Type B • 4 550 85 3 2 3.5

45º (1/8)• B, ISO 245 51 46 3 3 16 25

A, DIN, ISO 350 59 54 3 16 25 30º (1/12) • A, DIN 210 67 63 3 16 25

• B 190 45 41 3 3 16 25 22½º (1/16) A 350 67 63 3 16 25

DIN 210 45 41.5 3 16 25• B 165 42 39 3 3 16 25

111/4º (1/32) A 350 66 62 3 16 25DIN 210 45 41.5 3 16 25

TEES

dn 80mm• B, ISO 405 265 55 51 3 3 16 25• A, DIN 700 265 69 65 3 16 25

dn 100mm• B, ISO 425 270 60 56 3 3 16 25

A, DIN, ISO 700 275 71 67 3 16 25

dn 150mm• B, ISO 485 280 66 61 3 3 16 25

A, DIN 700 300 74 69 3 16 25

dn 200mm• B, ISO 540 290 74 68 3 3 16 25

A, DIN, ISO 700 325 80 75 3 16 25

dn 250mm• B, ISO 600 300 87 80 3 3 16 25

A, DIN, ISO 700 350 91 87 3 16 25ALL FLANGED LEVEL INVERT TEE dn 80mm • 4 700 275 73 66 3 16 25 dn 100mm • 4 700 275 75 68.5 3 16 25RADIAL TEE • 4 900 550 350 114 106 3 16 2545º ANGLE BRANCH • 4 830 640 111 105 3 16 25CROSS • 4 700 350 110 100 3 16 25Y PIPE • 4 350 89 81 3 16 25TAPERS Concentric dn 80mm • DIN 300 24.5 22 3 16 25

• B 455 33 30 3 3 16 25 dn 100mm A 600 30 27 3 16 25

DIN 300 24.5 22 3 3 16 25• B 345 33 30 3 3 16 25

dn 150mm A 600 41 38 3 16 25DIN 300 34.2 31.2 3 3 16 25

dn 200mm• B, ISO 250 32 30 3 3 16 25

A, DIN, ISO 300 32 30 3 3 16 25 Flat dn 100mm • 4 600 30 27 3 16 25 dn 150mm • 4 600 41 38 3 16 25 dn 200mm • 4 300 32 30 3 16 25BELLMOUTH • 4 190 370 21 3 16 25HATCHBOX 2 • 4 950 140 10 16BLANK FLANGE • A, DIN, ISO 17 3 16 25SPLIT PUDDLE FLANGE 3 • 4 130 490 276 37.5 n/a n/a



22


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit MJ

BENDS 90º (¼) • B, ISO 280 3 3 49 64

A, ISO 320 70 64 3 49 64 90º Duckfoot (¼) • 2 320 255 106.5 101 3 49 64

45º (1/8)• B, ISO 155 3 49 64

A, ISO 150 48 45 3 49 64 30º (1/12) • 3 49 64

22½º (1/16)• B, ISO 90 39 37 3 3 49 64

A, ISO 85 3 49 64 11¼º (1/32) • B, A, ISO 55 3 3 49 64ALL SOCKET TEE dn 80mm • 2 220 235 51 48 3 3 40 45

dn 100mm• B, ISO 210 220 3 3 40 45

A, ISO 205 195 3 40 45

dn 150mm• B, ISO 265 220 3 3 40 45

A, ISO 260 200 3 40 45

dn 200mm• B, ISO 325 220 3 3 40 45

A, ISO 320 205 3 40 65

dn 250mm• B, ISO 380 220 3 3 40 45

A, ISO 375 210 3 40 45

dn 300mm• B, ISO 440 220 3 3 40 45

A, ISO 435 220 3 40 45FLANGE ON DOUBLE SOCKET TEE

dn 80mm• B, ISO 185 295 3 3 16 25

A, ISO 180 295 3 3 16 25

dn 100mm• B, ISO 210 300 3 16 25

A, ISO 205 300 3 16 25

dn 150mm• B, ISO 265 310 3 16 25• A, ISO 260 310 3 16 25

dn 200mm• B, ISO 325 320 3 3 3 16 25

A, ISO 320 320 3 16 25 dn 250mm • B, ISO 380 330 3 3 3 16 25

dn 300mm• B, ISO 440 340 3 3 3 16 25

A, ISO 435 340 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 80mm • 2 220 305 53 50 3 16 25 dn 100mm • 2 220 305 56 53 3 16 2545º ALL SOCKET ANGLE BRANCH • 2 570 500 120 110 3 25 30TAPERS

dn 150mm • B, ISO 370 3 49 64A, ISO 350 3 49 64

dn 200mm • B, A, ISO 260 3 49 64dn 250mm • B, A, ISO 150 3 3 49 64


• B, ISO 130 3 3 3 16 25A, ISO 150 3 16 25

STANDARD FLANGE SPIGOT PIECE • B, A, ISO 440 47 42 3 3 3 16 25COLLAR • B, A, ISO 180 49 64GASKETS

EDPM • EPDM SIT (ANCHOR) •

Nitrile • MJ JOINT ACCESSORIES •



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed Rotating

BENDS 90º (¼) • B, A, DIN, ISO 400 84 75 3 3 16 25 90º Duckfoot (¼) • B, A, DIN, ISO 400 255 400 129 124 3 16 25 90º Long Radius Bend • 4 600 97 90 3 16 25 90º Access Bend 2

Type A • 4 600 106 3 2 3.5 Type B • 4 600 106 3 2 3.5

45º (1/8)• B, ISO 275 70 64 3 3 16 25

A, DIN, ISO 400 87 82 3 16 25 30º (1/12) • A, DIN 255 66 63.5 3 16 25

22½º (1/16)• B 210 61 56 3 3 16 25

A 400 95 89 3 16 25DIN 255 67 63 3 16 25

111/4º (1/32)• B 175 56 52 3 3 16 25

A 400 95 89 3 16 25DIN 255 64 60.9 3 16 25

TEES

dn 80mm• B, ISO 425 295 72 67 3 3 16 25

A, DIN 800 290 97 91 3 16 25

dn 100mm• B, ISO 450 300 77 71 3 3 16 25

A, DIN, ISO 800 300 99 93 3 16 25

dn 150mm• B, ISO 505 310 84 78 3 3 16 25

A, DIN 800 325 102 96 3 16 25

dn 200mm• B, ISO 565 320 93 85 3 3 16 25

A, DIN, ISO 800 350 107 101 3 16 25

dn 250mm• B, ISO 620 330 103 95 3 3 16 25

A, DIN 800 375 114 108 3 16 25

dn 300mm• B, ISO 680 340 115 105 3 3 16 25

A, DIN, ISO 800 400 117 110 3 16 25ALL FLANGED LEVEL INVERT TEE dn 100mm • 4 800 305 91 84 3 16 25 dn 150mm • 4 800 305 109 99 3 16 25RADIAL TEE • 4 1000 600 400 157 146 3 16 2545º ANGLE BRANCH • 4 930 715 158 147 3 16 25CROSS • 4 800 400 151 143 3 16 25Y PIPE • 4 400 127 115 3 16 25TAPERS Concentric dn 80mm • A 700 48 43 3 16 25

dn 100mm • B 560 45 41 3 3 16 25

A 600 45 41.5 3 16 25DIN 300 38 36 3 16 25

dn 150mm• B 470 46 42 3 3 16 25

A 600 49 46 3 16 25DIN 300 37 35.2 3 3 16 25

dn 200mm• B 360 44 41 3 3 16 25

A 600 55 51 3 16 25DIN 300 42 38 3 3 16 25

dn 250mm• B, ISO 265 44 41 3 3 16 25

A, DIN, ISO 300 43.5 39.5 3 3 16 25 Flat dn 150mm • 4 600 49 46 3 16 25 dn 200mm • 4 600 55 51 3 16 25 dn 250mm • 4 300 43.5 39.5 3 16 25BELLMOUTH • 4 210 435 29 3 16 25HATCHBOX 2 • 4 950 188 3 10 16BLANK FLANGE • A, DIN, ISO 23.5 3 16 25SPLIT PUDDLE FLANGE 3 • 4 130 555 329 47.5 3 n/a n/a


23


2524


SeriesA/B/

DIN/ISO

Key Dimensions Nominal Weights Joint Type Allowable



Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit

BENDS 90º (¼) • 2 370 91 83 3 45 59

45º (1/8)B, ISO 170 3 45 59

• A, ISO 175 65 61 3 45 59

22½º (1/16)• B, ISO 100 53 50 3 45 59

A, ISO 95 3 45 59 11¼º (1/32) • B, A, ISO 60 3 45 59ALL SOCKET TEE dn 150mm • 2 340 265 88 83.5 3 25 30

dn 350mm • 2 515 270 129 120 3 25 30FLANGE ON DOUBLE SOCKET TEE dn 80mm • B, ISO 185 325 3 16 25

dn 100mmB, ISO 210 330 3 16 25A, ISO 205 330 3 16 25

dn 150mm • B, ISO 270 340 3 16 25 dn 200mm • B, A, ISO 325 350 3 16 25 dn 250mm • B, ISO 385 360 3 16 25

dn 350mm• B, ISO 500 380 3 16 25

A, ISO 495 380 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 100mm • 2 225 340 64 61 3 16 25TAPERS

dn 200mm B, ISO 370 3 45 59• A, ISO 360 49 46 3 45 59

dn 250mm • B, A, ISO 260 47 44 3 45 59dn 300mm • B, A, ISO 160 45 43 3 45 59


• B, ISO 135 3 16 25A, ISO 155 3 16 25

STANDARD FLANGE SPIGOT PIECE • B, A, ISO 460 62 56 3 16 25GASKETS


Nitrile • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed

BENDS 90º (¼) • B, A, DIN, ISO 450 120 110 3 16 25 90º Duckfoot (1/4) • A, DIN, ISO 450 290 450 181 169 3 16 25 90º Long Radius Bend • 4 650 135 121 3 16 25

45º (1/8)B, ISO 300 3 16 25

• A, DIN 298 101 94 3 16 25• 4 298 99 91 3 16 25

22½º (1/16) B 230 3 16 25A 210 3 16 25

• DIN 298 102 94 3 16 25 111/4º (1/32) B 190 3 16 25

A 191 3 16 25TEES

dn 80mmB, ISO 445 325 3 16 25

• DIN 850 325 102 91 3 16 25

dn 100mmB, ISO 470 330 3 16 25

• A, DIN, ISO 850 325 105 93 3 16 25

dn 150mmB, ISO 530 340 3 16 25

• A, DIN 850 325 108 96 3 16 25

dn 200mmB, ISO 585 350 3 16 25

• A, DIN, ISO 850 325 142 128 3 16 25

dn 250mmB, ISO 645 360 3 16 25

• DIN 850 325 146 132 3 16 25 dn 300mm • DIN 850 425 158 144 3 16 25

dn 350mmB, ISO 760 380 3 16 25

• A, DIN, ISO 850 425 167 153 3 16 25ALL FLANGED LEVEL INVERT TEE dn 150mm • 4 850 340 140 128 3 16 25RADIAL TEE • 4 1100 650 450 226 204 3 16 2545º ANGLE BRANCH • 4 880 790 185 168 3 16 25CROSS • 4 850 425 3 16 25Y PIPE • 4 450 3 16 25TAPERS Concentric

dn 200mm• 4 600 67 61 3 16 25

DIN 300 56.2 50.2 3 16 25

dn 250mm • 4 600 74 67 3 16 25

DIN 300 52 45 3 16 25

dn 300mmB, ISO 290 3 16 25

• A, DIN, ISO 300 56 52 3 16 25 Flat dn 200mm • 4 600 67 61 3 16 25 dn 250mm • 4 600 74 67 3 16 25 dn 300mm • 4 300 56 52 3 16 25BELLMOUTH • 4 225 495 39 3 16 25BLANK FLANGE • A, DIN, ISO 35 3 16 25SPLIT PUDDLE FLANGE 3 • 4 130 610 381 52.5 n/a n/a



2726


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit

BENDS 90º (¼) • 2 420 123 113 3 42 56

45º (1/8)B, ISO 185 3 42 56

• A, ISO 195 3 42 56 22½º (1/16) • B, A, ISO 110 69 66 3 42 56 11¼º (1/32) • B, A, ISO 65 3 42 56ALL SOCKET TEE dn 150mm • 2 340 290 94 89 3 25 30

dn 300mm • 2 575 295 139 130 3 25 30dn 400mm • 2 575 300 147 137 3 25 30

FLANGE ON DOUBLESOCKET TEE dn 80mm

• B, ISO 190 355 3 16 25A, ISO 185 355 3 16 25

dn 100mm • B, A, ISO 210 350 3 16 25 dn 150mm • B, A, ISO 270 370 3 16 25

dn 200mm• B, ISO 330 380 3 16 25

A, ISO 325 380 3 16 25 dn 250mm • B, A, ISO 385 390 3 16 25

dn 300mm• B, ISO 445 400 3 16 25

A, ISO 440 400 3 16 25 dn 400mm • B, A, ISO 560 420 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 100mm • 2 225 365 80 76 3 16 25TAPERS

dn 250mm B, ISO 380 3 45 59• A, ISO 360 64 60 3 45 59

dn 300mm • B, A, ISO 260 61 58 3 45 59

dn 350mmB, ISO 155 3 45 59

• A, ISO 160 55 53 3 45 59STANDARD FLANGE SOCKET PIECE

• B, ISO 140 3 16 25A, ISO 160 65 63 3 16 25



Nitrile • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed

BENDS 90º (¼) • B, A, DIN, ISO 500 157 145 3 16 25 90º Duckfoot (1/4) • B, A, DIN, ISO 500 320 500 237 225 3 16 25 90º Long Radius Bend • 4 700 169 157 3 16 25

45º (1/8)B, ISO 325 3 16 25

• A, DIN 324 131 122 3 16 25

22½º (1/16)B 250 3 16 25A 239 3 16 25

• DIN 324 139 128 3 16 25

111/4º (1/32)B, A 205 102 94 3 16 25

• DIN 324 138.8 128.8 3 16 25TEES

dn 80mmB, ISO 470 355 3 16 25

• DIN 900 350 180.4 166.4 3 16 25

dn 100mmB, ISO 490 360 3 16 25

• A, DIN, ISO 900 350 182 168 3 16 25

dn 150mmB, ISO 550 370 3 16 25

• DIN 900 350 169 155 3 16 25

dn 200mmB, ISO 610 380 3 16 25

• A, DIN, ISO 900 350 173 159 3 16 25

dn 250mmB, ISO 665 390 3 16 25

• DIN 900 350 175 161 3 16 25

dn 300mmB, ISO 725 400 3 16 25

• DIN 900 450 191 177 3 16 25 dn 350mm • DIN 900 450 199 185 3 16 25

dn 400mmB, ISO 840 420 3 16 25

• A, DIN, ISO 900 450 211 194 3 16 25ALL FLANGED LEVEL INVERT TEE dn 100mm • 4 900 365 170 156 3 16 25 dn 150mm • 4 900 365 176 162 3 16 25RADIAL TEE • 4 1200 700 500 319 298 3 16 2545º ANGLE BRANCH • 4 970 870 220 205 3 16 25CROSS • 4 400 251 236 3 16 25Y PIPE • 4 500 380 366 3 16 25TAPERS Concentric

dn 200mm• 4 600 81 74 3 16 25

DIN 300 56 3 16 25

dn 250mm • 4 600 84 77 3 16 25

DIN 300 65 3 16 25

dn 300mm• 4 600 92 84 3 16 25• A, DIN 300 61.8 3 16 25

dn 350mmB, ISO 305 3 16 25

• A, DIN, ISO 300 71 67 3 16 25 Flat dn 200mm • 4 600 78 71 3 16 25 dn 250mm • 4 600 84 77 3 16 25 dn 300mm • 4 600 92 84 3 16 25 dn 350mm • 4 300 71 67 3 16 25BELLMOUTH • 4 245 560 51 3 16 25BLANK FLANGE • A, DIN, ISO 46 3 16 25SPLIT PUDDLE FLANGE 3 • 4 150 660 432 63.5 n/a 25



2928


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit

BENDS 90º (¼) • 2 470 155 143 3 40 53

45º (1/8)B, ISO 200 3 40 53

• A, ISO 220 110 103 3 40 53 22½º (1/16) • B, A, ISO 120 86 82 3 40 53 11¼º (1/32) • B, A, ISO 70 3 40 53ALL SOCKET TEE dn 150mm • 2 345 320 111 105 3 25 30

dn 300mm • 2 635 325 171 159 3 25 30dn 450mm • 2 635 330 183 171 3 25 30

FLANGE ON DOUBLE SOCKET TEE dn 80mm • 2 230 385 92 98 3 16 25 dn 100mm • B, ISO 210 390 3 16 25 dn 150mm • B, ISO 270 400 3 16 25 dn 200mm • B, ISO 330 410 3 16 25 dn 250mm • B, ISO 390 420 3 16 25 dn 300mm • B, ISO 445 430 3 16 25 dn 400mm • B, ISO 560 450 3 16 25 dn 450mm • B, ISO 620 460 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 100mm • 2 230 380 95 90 3 16 25TAPERS

dn 300mm • 2 360 80 75 3 40 53

dn 350mmB, ISO 270 3 40 53

• A, ISO 260 73 70 3 40 53dn 400mm • B, A, ISO 160 69 66 3 40 53


• B, ISO 145 3 16 25A, ISO 165 78 76 3 16 25



Nitrile • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed

BENDS 90º (¼) • B, A, ISO 550 199 184 3 16 25 90º Duckfoot (1/4) • B, A, ISO 550 355 550 298 283 3 16 25 90º Long Radius Bend • 4 750 217 197 3 16 25 45º (1/8) • B, A, ISO 349 163 152 3 16 25 22½º (1/16) 4 349 163 152 3 16 25 111/4º (1/32) 4 349 164 152 3 16 25TEES dn 80mm • 4 950 375 202 187 3 16 25

dn 100mmB, ISO 515 390 3 16 25A, ISO 950 375 3 16 25

4 950 375 218 203 3 16 25

dn 150mmB, ISO 570 400 3 16 25

• 4 950 375 214 199 3 16 25

dn 200mmB, ISO 630 410 3 16 25

• B, ISO 950 375 210 193 3 16 25

dn 250mmB, ISO 690 420 3 16 25

• 4 950 375 230 213 3 16 25

dn 300mmB, ISO 745 430 3 16 25

• 4 950 475 237 218 3 16 25 dn 400mm B, ISO 860 450 3 16 25

dn 450mmB, ISO 920 460 3 16 25

• A, ISO 950 475 257 237 3 16 25ALL FLANGED LEVEL INVERT TEE dn 100mm • 4 950 380 206 189 3 16 25 dn 150mm • 4 950 380 214 197 3 16 25RADIAL TEE • 4 1300 750 550 375 3 16 2545º ANGLE BRANCH • 4 1060 950 277 3 16 25CROSS • 4 950 475 286 3 16 25Y PIPE • 4 550 280 3 16 25TAPERS Concentric dn 250mm • 4 600 96 88 3 16 25 dn 300mm • 4 600 104 95 3 16 25 dn 350mm • 4 600 113 104 3 16 25

dn 400mm• B, ISO 320 3 16 25• A, ISO 300 86 81 3 16 25

Flat dn 250mm • 4 600 96 88 3 16 25 dn 300mm • 4 600 104 95 3 16 25 dn 350mm • 4 600 113 104 3 16 25 dn 400mm • 4 300 86 81 3 16 25BELLMOUTH • 4 260 620 63 3 16 25BLANK FLANGE • B, A, ISO 60 3 16 25SPLIT PUDDLE FLANGE 3 • 4 150 725 483 75 n/a n/a



3130


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit

BENDS 90º (¼) • 2 520 198 183 3 38 51 45º (1/8) A, ISO 240 138 130 3 38 51 22½º (1/16) • B, ISO 100 53 50 3 38 51 11¼º (1/32) • A, ISO 75 3 38 51ALL SOCKET TEE dn 500mm • 2 695 360 234 219 3 25 30FLANGE ON DOUBLE SOCKET TEE dn 80mm • 2 230 415 112 107 3 16 25 dn 100mm A, ISO 215 420 3 16 25 dn 150mm • 2 350 435 138 130 3 16 25 dn 200mm • A, ISO 330 440 3 16 25 dn 300mm • 2 580 470 195 182 3 16 25 dn 400mm • A, ISO 565 480 3 16 25 dn 450mm • 2 695 515 253 236 3 16 25 dn 500mm • A, ISO 680 500 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 100mm • 2 230 400 113 108 3 16 25TAPERS

dn 300mm • 2 460 3 38 51dn 350mm • A, ISO 360 97 91 3 38 51dn 400mm • A, ISO 260 3 38 51dn 450mm • 2 160 83 81 3 38 51

STANDARD FLANGE SOCKET PIECE • A, ISO 170 100 97 3 16 25STANDARD FLANGE SPIGOT PIECE • A, ISO 520 119 109 3 16 25GASKETS


Nitrile • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed

BENDS 90º (¼) • B, A, DIN, ISO 600 260 242 3 16 25 90º Duckfoot (1/4) • B, A, DIN, ISO 600 385 600 398 370 3 16 25 90º Long Radius Bend • 4 800 276 252 3 16 25 45º (1/8) • A, DIN, ISO 375 228 215 3 16 25 22½º (1/16) • DIN 375 206 192 3 16 25 111/4º (1/32) • DIN 375 214 200 3 16 25TEES dn 80mm • DIN 1000 400 255 237 3 16 25

dn 100mm• B, ISO 535 420 3 16 25• A, DIN, ISO 1000 400 260 241 3 16 25

dn 150mm • DIN 1000 400 260 241 3 16 25

dn 200mmB, ISO 650 440 3 16 25

• A, DIN, ISO 1000 400 315.6 296.6 3 16 25 dn 250mm • DIN 1000 400 290 266 3 16 25 dn 300mm • DIN 1000 400 288 258 3 16 25

dn 400mm• B, ISO 885 480 3 16 25• A, DIN, ISO 1000 500 301 284 3 16 25

dn 500mm • B, A, DIN, ISO 1000 500 325 304 3 16 25ALL FLANGED LEVEL INVERT TEE dn 150mm • 4 1000 400 267 248 3 16 25RADIAL TEE • 4 1400 800 600 444 423 3 16 2545º ANGLE BRANCH • 4 1140 1025 373 353 3 16 25CROSS • 4 1000 500 391 370 3 16 25Y PIPE • 4 600 583 563 3 16 25TAPERS Concentric dn 250mm • 4 700 135 124 3 16 25 dn 300mm • DIN 600 120 111 3 16 25 dn 350mm • DIN 600 130 121 3 16 25 dn 400mm • A, DIN, ISO 600 140 130 3 16 25 dn 450mm • 4 300 107 102 3 16 25 Flat dn 250mm • 4 700 124 114 3 16 25 dn 300mm • 4 600 120 111 3 16 25 dn 350mm • 4 600 130 121 3 16 25 dn 400mm • 4 600 140 130 3 16 25 dn 450mm • 4 300 107 102 3 16 25BELLMOUTH • 4 280 685 83 3 16 25BLANK FLANGE • B, A, DIN, ISO 80 3 16 25SPLIT PUDDLE FLANGE 3 • 4 150 790 535 91 n/a n/a



3332


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit

BENDS 90º (¼) • 2 620 295 273 3 36 48 45º (1/8) • A, ISO 285 203 191 3 36 48 22½º (1/16) • A, ISO 150 3 36 48 11¼º (1/32) • A, ISO 85 3 36 48ALL SOCKET TEE dn 600mm • 2 820 420 3 25 30FLANGE ON DOUBLE SOCKET TEE dn 80mm • 2 355 470 177 168 3 16 25 dn 100mm • 2 355 475 178 169 3 16 25 dn 150mm • 2 355 490 181 172 3 16 25 dn 200mm • A, ISO 340 500 3 16 25 dn 300mm • 2 585 525 250 235 3 16 25 dn 400mm • A, ISO 570 540 3 16 25 dn 450mm • 2 820 570 348 325 3 16 25 dn 600mm • A, ISO 800 580 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 100mm • 2 355 435 180 171 3 16 25TAPERS

dn 300mm • 2 660 155 144 3 36 48dn 400mm • A, ISO 460 142 133 3 36 48dn 450mm • 2 360 134 127 3 36 48dn 500mm • A, ISO 260 126 121 3 36 48



Nitrile • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed

BENDS 90º (¼) • B, A, DIN, ISO 700 399 373 3 16 25 90º Duckfoot (1/4) • B, A, DIN, ISO 700 450 700 330 304 3 16 25 90º Long Radius Bend • 4 900 413 380 3 16 25 45º (1/8) • A, DIN, ISO 426 330 304 3 16 25 22½º (1/16) • DIN 426 330 304 3 16 25

111/4º (1/32)• 4 426 330 304 3 16 25

DIN 174 182 3 16 25TEES dn 80mm • DIN 1100 450 374 349 3 16 25 dn 100mm DIN 1100 450 3 16 25 dn 150mm • DIN 1100 450 377 379 3 16 25

dn 200mmB, ISO 700 500 3 16 25

• A, DIN, ISO 1100 450 3 16 25 dn 250mm • DIN 1100 550 3 16 25 dn 300mm • DIN 1100 550 513 493 3 16 25 dn 350mm • DIN 1100 550 3 16 25

dn 400mmB, ISO 930 540 3 16 25

• A, DIN, ISO 1100 550 3 16 25 dn 450mm • 4 1100 550 471 444 3 16 25 dn 500mm • DIN 1100 550 3 16 25

dn 600mmB, ISO 1165 580 3 16 25

• A, DIN, ISO 1100 550 519 491.7 3 16 25ALL FLANGED LEVEL INVERT TEE dn 150mm • 4 1100 450 386 360 3 16 25 dn 200mm • 4 1100 450 396 370 3 16 25RADIAL TEE • 4 1600 900 700 660 633 3 16 2545º ANGLE BRANCH • 4 1310 1180 578 541 3 16 25CROSS • 4 1100 550 579 542 3 16 25Y PIPE • 4 1100 700 600 563 3 16 25TAPERS Concentric dn 300mm • 4 800 185 171 3 16 25 dn 350mm • 4 700 180 167 3 16 25 dn 400mm • DIN 600 176 164 3 16 25 dn 450mm • 4 600 188 181 3 16 25 dn 500mm • A, DIN, ISO 600 203 190 3 16 25 Flat dn 300mm • 4 800 185 171 3 16 25 dn 350mm • 4 700 180 167 3 16 25 dn 400mm • 4 600 176 164 3 16 25 dn 450mm • 4 600 188 181 3 16 25 dn 500mm • 4 600 203 190 3 16 25BELLMOUTH • 4 300 810 122 3 16 25BLANK FLANGE • A, DIN 125 3 16 25SPLIT PUDDLE FLANGE 3 • 4 165 900 638 122 n/a n/a



3534


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit

BENDS 90º (¼) • 2 720 491 455 3 34 46 45º (1/8) • A, ISO 330 356 336 3 34 46 22½º (1/16) • A, ISO 175 282 271 3 34 46 11¼º (1/32) • A, ISO 95 241 235 3 34 46ALL SOCKET TEE dn 600mm • 2 900 450 564 536 3 25 30FLANGE ON DOUBLE SOCKET TEE dn 150mm (facing) • 2 360 395 291 280 3 16 25 dn 200mm • A, ISO 345 525 3 16 25 dn 300mm • 2 475 530 351 334 3 16 25 dn 400mm • A, ISO 575 555 3 16 25 dn 450mm • 2 640 580 3 16 25 dn 700mm • A, ISO 925 600 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 200mm • 2 360 500 313 300 3 16 25TAPERS

dn 450mm • 2 600 238 224 3 34 46dn 500mm • A, ISO 480 227 215 3 34 46dn 600mm • A, ISO 280 203 196 3 34 46



Nitrile • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed

BENDS 90º (¼) • B, A, DIN, ISO 800 503 463 3 16 25 90º Duckfoot (1/4) • 4 800 515 800 630 590 3 16 25 90º Long Radius Bend • 4 1000 TBA 3 16 25 45º (1/8) • A, DIN, ISO 478 391 363 3 16 25

22½º (1/16)• 4 478 399 371 3 16 25

DIN 284 293 3 16 25

111/4º (1/32)• 4 478 400 372 3 16 25

DIN 194 360 3 16 25TEES dn 150mm (facing) • 4 600 395 340 311.7 3 16 25 dn 300mm 4 780 530 431 402.5 3 16 25 dn 450mm • 4 920 560 500 471.7 3 16 25 dn 700mm • A, DIN, ISO 1200 600 673 645 3 16 25ALL FLANGED LEVEL INVERT TEE dn 200mm • 4 650 500 290 268 3 16 25RADIAL TEE • 4 1800 1000 800 TBA 3 16 2545º ANGLE BRANCH • 4 1970 1430 TBA 3 16 25TAPERS Concentric dn 350mm • 4 900 285 265 3 16 25 dn 400mm • 4 800 277 259 3 16 25 dn 450mm • 4 700 268 251 3 16 25 dn 500mm • DIN 600 260 245 3 16 25 dn 600mm • A, DIN, ISO 600 302 286 3 16 25 Flat dn 350mm • 4 900 245 225 3 16 25 dn 400mm • 4 800 238 220 3 16 25 dn 450mm • 4 700 230 213 3 16 25 dn 500mm • 4 600 223 208 3 16 25 dn 600mm • 4 600 259 243 3 16 25BELLMOUTH • 4 340 945 152 3 16 25BLANK FLANGE • B, A, DIN, ISO 163 3 16 25SPLIT PUDDLE FLANGE 3 • 4 165 1000 748 153 n/a n/a



3736


SeriesA/B/

DIN/ISO




Lmm

Hmm

CML1

kgEpoxy

kg Push-Fit

BENDS 90º (¼) • 2 820 652 605 3 32 43 45º (1/8) • A, ISO 370 459 434 3 32 43 22½º (1/16) • A, ISO 195 357 343 3 32 43 11¼º (1/32) • A, ISO 110 303 295 3 32 43ALL SOCKET TEE dn 800mm • 2 1020 505 737 701 3 25 30FLANGE ON DOUBLE SOCKET TEE dn 150mm (facing) • 2 360 448 352 339 3 16 25 dn 200mm • A, ISO 350 585 3 16 25 dn 300mm • 2 480 585 3 16 25 dn 400mm • A, ISO 580 615 3 16 25 dn 450mm • 2 645 630 3 16 25 dn 600mm • A, ISO 1045 645 3 16 25 dn 800mm • A, ISO 1045 675 3 16 25FLANGE ON DOUBLE SOCKET LEVEL INVERT TEE dn 200mm • 2 360 540 379 364 3 16 25TAPERS

dn 500mm • 2 670 306 288 3 32 43dn 600mm • A, ISO 480 284 270 3 32 43dn 700mm • A, ISO 280 289 280 3 32 43



Nitrile • 3



SeriesA/B/

DIN/ISO




Lmm

Hmm

Amm

Dmm

CML1

kgEpoxy

kg Fixed

BENDS 90º (¼) • B, A, DIN, ISO 900 623 3 16 25 90º Duckfoot (1/4) • 4 900 580 900 850 798 3 16 25 90º Long Radius Bend • 4 1100 920 3 16 25 45º (1/8) • A, DIN, ISO 529 520 480 3 16 25

22½º (1/16)• 4 529 524 485 3 16 25

DIN 314 TBA 3 16 25

111/4º (1/32)• 4 529 525 488 3 16 25

DIN 213 TBA 3 16 25TEES dn 300mm • 4 820 585 466 435 3 16 25 dn 450mm • 4 980 615 544 508 3 16 25 dn 800mm • A, DIN, ISO 1350 675 847 794 3 16 25ALL FLANGED LEVEL INVERT TEE dn 200mm • 4 690 540 485 457 3 16 25RADIAL TEE • 4 2000 1100 900 TBA 3 16 2545º ANGLE BRANCH • 4 2175 1570 TBA 3 16 25TAPERS Concentric dn 400mm • 4 1000 318 293 3 16 25 dn 450mm • 4 900 310 287 3 16 25

dn 500mm• 4 800 306 285 3 16 25• DIN 600 TBA 3

dn 600mm • DIN 600 292 275 3 16 25 dn 700mm • A, DIN, ISO 600 315 295 3 16 25 Flat dn 400mm • 4 1000 318 293 3 16 25 dn 450mm • 4 900 310 287 3 16 25 dn 500mm • 4 800 306 285 3 16 25 dn 600mm • 4 600 292 275 3 16 25 dn 700mm • 4 600 315 295 3 16 25BELLMOUTH • 4 380 1055 203 3 16 25BLANK FLANGE • B, A, DIN, ISO 264 3 16 25SPLIT PUDDLE FLANGE 3 • 4 185 1100 850 189 n/a n/a


392

FLOW CONTROL

DOUBLE FLANGED CAST RISER PIPES(CLASS K12)

Cast Riser Pipes

Nominal Effective Nominal Effective Nominal EffectiveDiameter Length Nominal Weight Diameter Length Nominal Weight Diameter Length Nominal Weight

DN (L) Unlined CML DN (L) Unlined CML DN (L) Unlined CMLmm mm kg kg mm mm kg kg mm mm kg kg

80 100 7 8 150 100 14 14 250 100 26 28150 8 9 150 14 14 150 27 29200 8 9 200 15 15 200 29 31225 9 9 250 17 18 225 29 31250 9 10 300 18 19 250 32 34300 10 10 350 20 21 300 34 36350 10 11 400 21 22 350 37 39400 11 12 450 23 24 400 39 42450 12 13 500 25 27 450 42 45500 12 15 600 27 29 500 45 50600 14 16 200 150 19 20 600 46 571000 19 22 200 23 25 300 150 39 44

100 100 9 9 250 24 25 200 41 46150 9 9 300 25 26 250 42 48200 10 11 350 27 27 300 45 50250 11 11 400 29 30 350 48 53300 12 12 450 31 33 400 51 56350 13 13 500 33 35 450 55 60400 14 15 600 36 39 500 59 64450 15 15 600 64 69500 15 16600 17 181000 23 27

CML = Cement Mortar Lined

Maximum Working Pressure 16 Bar

L

7FLOW CONTROL

Ham Baker Fabricated Pipes and Fittings

Cast Riser Pipes......................................39

Fabricated Pipes ....................................40

Bosses ....................................................42

Restrained Joint ......................................42

Flange Convertor ....................................43

FABRICATED PIPES

4140

FLANGED SOCKET PIPE

SOCKET SPIGOT PIPE

Note: Standard flange drillings are supplied to BS EN 1092-2:1997, PN16.

Flanges can be supplied upon request with drillings to:

BS EN 1092-2:1997 PN10; PN25

ANSI

BS10 (Imperial)

DN Min Length Min Length c/w Puddle Maxwhen installing into:Flange when installing into:LengthSocket Coupling Socket Coupling

80 300 250 190 230 6000100 300 250 190 230 6000150 300 250 190 230 6000200 300 250 210 240 6000250 300 250 220 250 6000300 300 250 230 260 6000350 300 230 230 240 6000400 300 230 300 250 6000450 300 230 300 250 5500500 300 230 320 250 6000600 300 230 330 260 6000700 450 250 370 280 6000800 450 250 370 280 6000

For larger diameters please contact our Technical Sales Department

DN Min Min length c/w Maxmm Length Puddle Flange Length80 160 220 5250100 160 220 5250150 160 220 5250200 180 240 5250250 190 260 5250300 200 280 5250350 200 280 5250400 260 400 5250450 270 410 5250500 280 430 5250600 300 455 5250700 340 510 5250800 340 520 5250


DOUBLE FLANGED PIPE

FLANGED SPIGOT PIPE

DOUBLE SPIGOT PIPE

8Fabricated Pipes

DN Min length Min length c/w Puddle Maxwhen installing into: Flange when installing into:Length

Socket Flange Coupling Socket Flange CouplingAdaptor Adaptor

80 170 190 190 250 220 220 5250100 170 190 190 250 220 220 5250150 170 190 190 250 220 220 5250 200 190 200 200 260 220 220 5250250 200 210 210 280 220 220 5250300 220 220 220 300 220 220 5250350 210 200 200 310 190 190 5250400 240 210 210 380 190 190 5250450 230 210 210 380 190 190 5250500 250 215 215 400 190 190 5250600 260 220 220 430 190 190 5250700 290 235 235 480 190 190 5250800 300 240 240 500 190 190 5250

DN Min Length Min Length c/w Puddle Min Length Maxwhen installing into: Flange when installing into:c/w Boss when Length

Socket Flange Coupling Socket Flange Coupling installing into:Adaptor Adaptor Flange Adaptor

80 150 160 160 205 215 215 260 5250100 150 170 170 210 225 225 280 5250150 150 170 170 210 225 225 300 5250200 165 175 175 230 235 235 320 5250250 175 180 180 245 250 250 340 5250300 190 185 185 265 260 260 360 5250350 200 175 175 280 255 255 380 5250400 260 230 230 395 365 365 400 5250450 270 235 235 410 375 375 420 5250500 275 240 240 420 385 385 440 5250600 290 250 250 445 405 405 460 5250700 325 270 270 500 445 445 520 5250800 330 270 270 505 445 445 580 5250



DN Min Min length c/w Maxmm Length Puddle Flange Boss Length

80 120 180 260 5250100 130 200 280 5250150 130 200 300 5250200 140 215 320 5250250 150 230 340 5250300 160 245 360 5250350 170 260 380 5250400 280 425 400 5250450 290 440 410 5250500 300 455 420 5250600 320 485 460 5250700 360 545 520 5250800 360 660 540 5250


Ham Baker Pipelines fabricate ductile iron pipes to suit individual requirements. The following tables detail the various configurations and lengths.

4342

FULL FACE GASKET

IBC GASKET IBC LUGGED GASKET

The flange convertor is the perfect engineering solution forconverting imperial flanges to metric flanges within a confinedenvironment such as refurbishing a pumping station.

The 3” and 4” are manufactured to Ham Baker Pipelines’ owndesign, this unique flange convertor covers - 3 inch imperial to80mm metric, and 4 inch imperial to 100mm metric as standard. Thebody is cast in ductile iron and coated in blue Plascoat as standard.

Bright zinc plated bolts are inserted from the back of the flangeinto the recesses which accept the head and prevent rotation,finally full faced EPDM gaskets are fitted to both sides before thewashers and nuts are applied.

Flange convertors are supplied completely assembled ready for use.

All other sizes are supplied with steel bodies with studs set into therequired position.

Larger flange convertors are available upon request.

FLANGED JOINTING MATERIAL

BOLTSFor convenience all bolt sets are supplied in polypropylene bags.Each bag contains the correct amount of bolts, nuts and washersto effect a flange joint , and is ordered by nominal bore size andpressure rating.

All materials comply with the requirements of the relevantBritish Standards.

Metric black hexagon bolts - BS EN ISO 4016 : 2001Metric black hexagon nuts - BS EN ISO 4034 : 2001

Metal washers for general engineering purposes - Metric series - BS EN ISO 7091 : 2000

Hot dipped galvanised coating grade 4.6 to BS EN 1461 : 1991

In addition to galvanised, Ham Baker Pipelines can supply boltsets with any other coating on request, including ‘Sheraplex orRilsan Nylon II’ which conform to WIS 4-52-03.

Stocks of standard length bolt sets are kept for DN 80mm - 800mm.

Non-standard bolt lengths, studs or tie rods in any material andfinish can also be supplied upon request.

Care should be taken when doing joint set take-offs, to ensure thatadequate attention is paid to the jointing of dissimilar products andmaterials, as this affects the length of bolt required.

FLANGED GASKETS

All flange gaskets supplied are manufactured from Water Councilapproved Ethylene Propylene Di Methyl rubber to BS EN 681-1.

All materials in contact with potable water have been tested to establish that they comply with the requirements of BS 6920.

Ham Baker can offer three different types of gasket as shown in sizes DN80 - DN800.

JOINT SET

Each standard joint set consists of the required number of mildsteel galvanised bolts, nuts and the washers per bolt, along withan IBC, EPDM flange gasket.

For buried applications, joint sets can be supplied with ‘Sheraplexor Rilsan Nylon II’ coated bolts which comply with WIS 4-52-03. Inaddition bolts can be supplied in grade 1.4401 (A4) or 1.4301 (A2)stainless steel.

Other gasket types and materials can be supplied upon request.

FlangeConvertor

Nominal Bore PCD’SImperial Metric A BInches(1) mm mm mm Imperial Metric3” D/E 80 (5.75”) 146mm 160

4” D/E 100 (7”) 178mm 180(1) BS10 Table D/E

Specification: 3” and 4” onlyBody: Ductile ironBolts: Bright zinc plated mild steel Gasket: EPDM RubberStandard Finish: Blue Plascoat

11Bosses

DN BOSS SIZE1/4”, 1/2”, 3/8”, 3/4” 1” 11/4” 11/2” 2”

80 100 100 110 120 130100 100 110 120 130 140150 100 120 130 140 150200 110 130 140 150 160250 120 140 150 160 170300 130 150 160 170 180350 140 160 170 180 190400 150 170 180 190 200450 160 180 190 200 210500 170 190 200 210 220600 180 200 210 220 230700 200 220 230 240 260800 220 240 250 260 280

Section A-ASOCKET

Section B-BBOSS

A

A

B

B

Restrained Joint

9 10

BLS® BLS® BRS®

DN DN 80 up to DN 500 DN 600 up to DN 1000PFA 1) *) Permitted angle PFA 1) *) Permitted angle PFA 1) *) Permitted angle

of bend of bend of bend

80 64 4° - - 32 3°100 64 4° - - 32 3°125 60 4° - - 25 3°150 50 4° - - 25 3°200 40 3.5° - - 25 3°250 35 3.5° - - 25 3°300 30 3.5° - - 25 3°(350) - - - - 25 3°400 25 3° - - 16 2°500 25 3° - - 16 2°600 - - 32 2° 10 2°700 - - 25 1.5° - -800 - - 16 1.5° - -900 - - 10 1.5° - -1000 - - 10 1.5° - -

1) PFA: Allowable operating pressure in bar*) Calculation based on wall thickness class K9; higher pressures on request

DRILLED AND TAPPED SOCKETS

Drilled and tapped sockets can be positioned almost anywhere, onany type of ductile iron pipe DN 80 to DN800.

Socket sizes range from 1⁄8” BSP to 2” BSP.

DRILLED AND TAPPED BOSSES

Drilled and tapped bosses with a maximum outside diameter of75mm can be applied to any type of ductile iron pipe and fitting,when a more substantial mount is required.

Welded bosses can be supplied plain for drilling and tapping on site.

Standard boss outside diameters are 25mm, 50mm and 75mm.These can be drilled and tapped 1⁄8” BSP through to 2” BSP.

Note: Sockets and bosses will always be positioned at 90º to thecentre line of a pipe or fitting as standard. Should any otherlocation be required, a sketch or drawing must be supplied.

Minimum Dimension to Centre Line of Socket/Boss from Flange

OVERVIEW OF RESTRAINED SOCKETJOINTS

BLS®

DN 80 up to DN 500

DN 600 up to DN 1000

DN 80 up to DN 600

BLS®

BRS®

45

FIXED FLANGES

BOLT TIGHTENING SEQUENCEBolts should be tightened in the correctsequence and a sufficient number ofcircuits undertaken to ensure that thespecified bolt torques are achieved. It mustbe noted that on flanged joints usingelastomeric gaskets some compression setof the gasket will be experienced and itshould be ascertained that the boltingtorques required to effect a seal at theappropriate pressure, as shown in thetables, are effective at the time of pressuretesting. Bolt torques do not have to berestricted to those applicable for a specifictest pressure and higher torques can beapplied up to the maximum rated testpressure of the appropriate flange.

• Use 3mm thick 70 IRHD BS EN 681-1 rubber gaskets, to suit flange drilling

• Clean flange faces, position gasket

• Use undamaged rust free joint sets

• Lubricate bolt threads and all mating surfaces and flanges

• Use automotive grade of oil/grease

• Tighten bolts in the sequence, as shown

• If necessary, re-tighten bolts BEFORE pressure testing

For pipes and fittings over 150mm nominal bore, it is recommendedthat two fitters working simultaneously on diametrically opposedbolts tightening first nut in first quadrant then first nut in secondquadrant returning to the second nut in first quadrant and so on.

It is important that a sufficient number of circuits are carried out toachieve the specified torque on every bolt.

ROTATING FLANGES

Rotating flanges allow easy assembly of flanged equipment in thenetwork independent of the flange position. Moreover, it is possibleto modify the flange drilling i.e. B.S.10, without having to changethe entire fitting but only the flanges.

PROCEDURE• Bring together the two half-flanges• Connect the two half-flanges at one point only so that the

flange can still be opened to the outside

• Place both half-flanges on the fitting between the back of the raised face and the rim of the fitting

• Close the two halves together. Place the sealing gasket and tighten the bolts and nuts gradually as shown in the Bolt Tightening Sequence for fixed flanges

• Tighten to the same bolt torques as given for fixed flanges

BOLT TORQUESThe following charts indicate the approximate bolt torques requiredto seal flanged joints against internal pressure.

The torque values are applicable for the type of gaskets specifiedand bolts, nuts and washers should be free from damage, rust etc.and must be lubricated on all mating services before assembly.

The relationship between applied torques and the actual loadimparted is not precisely predictable, therefore the values in thecharts are, of necessity, an approximate guide.

Approximate bolting torques using 3mm thick 70 IRHDrubber gaskets.

PN16 Flanged Joints

PN10 Flanged Joints

1 Note: The need to seal a flanged joint at pressures greater thanthe flange PN rating is only for site hydrostatic test purposes.Flanged joints should not be operated at these pressures.

Nominal Approximate Bolting Torque NMBore To seal at To seal at To seal at To seal atDN 10 bar 16 bar 20 bar1 25 bar1

80 70 70 75 75100 75 80 80 80150 115 120 125 135200 110 115 120 130250 155 165 175 180300 165 180 190 210350 160 175 185 200400 200 220 235 270450 195 215 230 260500 240 270 295 345600 305 365 425 505700 350 465 540 635800 470 630 735 870

Nominal Approximate Bolting Torque NMBore To seal at To seal at To seal atDN 5 bar 10 bar 16 bar1

80 70 70 70100 70 75 80150 110 115 120200 120 130 140250 110 120 130300 120 130 145350 115 125 135400 155 170 185450 150 165 180500 155 170 195600 200 225 275700 200 230 295800 250 300 405

Jointing Procedure -Flanged Joints

12Jointing Procedures

Handling

Construction Guides

Jointing Procedure (flanged joints) ........................................45

Jointing Procedure (push-flexible joints) ................................46

Jointing Procedure (with Anchor Tyton®-BRS gaskets) ........49

Handling and Storage..............................50

Construction Guide ................................52

Supporting Pipes (above ground) ..........55

JOINTING PROCEDURE - PUSH FIT FLEXIBLE JOINTS

4746

Feeler gauge

GASKET INSERTION• Ensure that the

gasket is clean

• Squeeze the gasket into a heart shape as shown:

• Insert the gasket into the socket ensuring that the hard retaining heal of the gasket is firmly bedded into the seating groove.

• Press the loop until the gasketfits evenly into the holdinggroove.

• To facilitate the bedding of the gasket in pipes DN800 and greater, it is advisable to form a second loop on the opposite side. The two smaller loops canthen be easily bedded into their final position.

• The inner edge of the gasket must not exceed the edge of the centring bead.

• After the insertion of the gasket, apply a thin layerof lubricant to the gasket.

JOINTING

• Apply a thin layer of lubricant onto the spigot end for an approximate distance of 50mm.

• Support the joint clear of the bottom of the trench.

• Enter the spigot into the socket, for insertion depths please refer to the table above.

• Ensure that the axes of the bedded socket and spigot joints are aligned centrally with each other.

• Use a pipe-laying tool to insert the spigot into the socket until the first marking line is no longer visible.

• After assembling the joint fully, examine the position of the gasket with a feeler gauge.

Insertion Nominal Diameter / DNDepth 80 100 150 200 250 300

Minimum (x) 69 73 79 85 90 95Maximum (y) 82 86 92 98 103 108

Nominal Diameter / DN350 400 450 500 600 700 800

(x) 95 95 69 105 105 135 145(y) 108 108 107 118 118 148 158

Insertion Depths

JOINT PREPARATION

All spigot ends must be chamfered prior to assembly. It isrecommended that the chamfer is in accordance with thefollowing sketch.

Prior to cutting or inserting of the spigot, you must ensure that thepipe is not oval.

OVALITYWhere pipes are to be cut to form non-standard lengths, theContractor shall comply with the manufacturer’s recommendation in respect of ovality correction and tolerances to the cut spigotend. (CESWI Clause 5.15.2)

OVALITY CORRECTIONTwo methods are recommended for ovality correction. Note thatHam Baker Pipelines do not supply the equipment required.

Method 1The use of this is recommended where it is possible to remove thetackle after ovality correction and subsequent jointing.

• Position the timber strut and jack (approximately 5 tonnes capacity) inside the spigot end at 90º to the major axis. Rubber / timber pads should be placed in position to prevent possible damage to the pipe lining.

• Extend the jack until the ovality iswithin the tolerance specified in clause 5.3 on page 4

• Complete the jointing operation with the major axis of the spigot vertical.

• After jointing, remove the tackle.

When jointing into couplings, it may be necessary to use two jacksin order to obtain a ‘round’ profile.

Method 2The use of this method is recommended where it is not possible toremove the tackle described in Method 1, after ovality correctionand subsequent jointing.

• Place the tackle around the spigotend of the pipe at a positionapproximately 450mm from the pipeend with major axis of the spigot

vertical. Where pipes are sleeved or tape wrapped, rubberpads or similar should be placed between the re-roundingtackle and the protection system to prevent damage.

• Tighten the two nuts evenly until the ovality is within the tolerance specified in clause 5.3 on page 4

• Complete the jointing operation with the major axis of the spigot vertical.

• After jointing, remove the tackle.

CUTTINGPipes cut on site must be bevelled and rounded after cutting.

Re-coat the spigot end immediately after cutting.

After site cutting of spigot end re-apply the insertion markings asper table opposite.

The delivered pipes up to DN 300 are cutable along the length ofthe pipe barrel, to within 1m distance to the socket joint, so that aconnection can be effected.

Pipes over DN 300 are only suitable when marked with a continuouslongitudinal line. Those pipes have to be ordered separately.

There is additional marking on the socket’s face: ‘SR’ for ‘gaugedpipe’. When cutting CM-lined pipes, you should always wearprotection glasses and a breathing mask.

CLEANINGClean both the spigot end and the inside of the socket free of soilexcess paint etc.

LUBRICANTApply a thin layer of lubricant to thegasket seating position inside the socket.

Jointing Procedure -Push FitFlexible Joints

13

JOINTING PROCEDURE - PUSH FIT FLEXIBLE JOINTS

4948

APPLICATION

The anchor/BRS gaskets are used where:

• Where the joint tries to pull apart.• When laying a pipeline on steep slopes.• Temporary above ground installations.

JOINT PREPARATION - CLEANING

Prepare and clean joint as per standard gasket.

GASKET INSERTION

• Squeeze the gasket asshown below. Care must be taken when forming the heart shape so that the loop is between the stainless steel teeth.

• Insert the gasket as shown previously.

JOINTING

• Apply a thin layer of lubricant onto the spigot end for an approximate distance of 50mm.

• Support the joint clear of the bottom of the trench.

• Using a pipe-pulling tool, pull the spigot into the socket until contact is made with the gasket stainless steel segments.

• Continue to push the pipe until contact is made with the stainless steel teeth.

DEFLECTION

• Once the joint has been assembled, the pipes can be deflected up to 3º.

• A deflection of 1º over a 6 metre pipe, provides a deflection of approximately 100mm from the axis of the pipe or fitting previously installed.

DISMANTLING

• Apply lubricant to the disassembly segments.

• Insert the segments into the socket under the gasket together with carrying anvil.

• Drive the segments under the gasket around the whole circumference by hitting the anvil with a hammer.

• Withdraw the anvil.

• Apply the pipe-pulling tool over the joint and draw out the spigot from the socket.

• Discard the used gasket. Never re-use an anchor gasket.

Jointing Procedure -BRS System

Do not remove lifting device until connection has been made

14DISMANTLING

Newly installed pipes and fittings can be easily unassembled.

• Secure the pipe with the appropriate strength sling, around the pipe near the opposite end to that being dismantled.

• Raise and lower the pipe/fitting within the specified deflection limits whilst keeping it under tension or:

• Apply the pipe-pulling tool over the joint as shown below.

• Should the separation of the joints prove to be more difficult, then the joint can be separated using a clamp and pinion jack as detailed below.

HANDLING AND STORAGE

5150

Length DNProduct mm 80 100 150 200 250 300Double Flanged Cast Pipe 150 25 25 16 - - -

200 25 25 16 - - -250 25 25 16 12 - -300 25 25 16 12 - 8350 25 25 16 - - -

90º Double Flanged Bend - 45 36 14 10 6 345º Double Flanged Bend - 25 25 16 9 6 422.5º Double Flanged Bend - 25 25 16 9 6 411.25 Double Flanged Bend - 25 25 16 9 6 490º Double Flanged Duckfoot - 20 20 12 9 6 4All Flanged Tees dn80 25 20 12 9 6 4

dn100 - 20 12 9 6 4dn150 - - 12 8 6 4dn200 - - - 8 6 4dn250 - - - - 4 4dn300 - - - - - 4

All Flanged Tees dn80 25 20 12 9 6 4dn100 - 20 12 9 6 4dn150 - - 12 8 6 4dn200 - - - 8 6 4dn250 - - - - 4 4dn300 - - - - - 4

All Flanged Radial Tee - 10 8 4 2 2 245º All Flanged Angle Branch - 10 8 4 3 2 2Double Flanged Tapers dn50 30 25 20 - - -

dn80 - 25 20 9 - 5dn100 - - 20 9 9 5dn150 - - - 9 9 5dn200 - - - - 9 5dn250 - - - - - 10

Split Puddle Flange - 20 12 9 9 5 5Blank Flanges - 50 50 48 36 10 10

Table 2 - Flanged Fittings2. FITTINGS

2.1 Pallets2.1.1 All fittings are supplied shrink

wrapped on pallets as standard. Tabes 2 and 3 detailpallet quantities.

2.1.2 Ensure that the fork truck isoperating on a hard level ground whilst off loading thepallets.

2.1.3 Ensure that the fork truck iscapable of lifting the load.

2.1.4 When stacking fittings, ensurethat they are stacked by type and diameter. Do not stackthe fittings directly on the ground.

Length DNProduct mm 80 100 150 200 250 30090º Double Socket Bend - 33 27 14 10 6 345º Double Socket Bend - 33 27 16 12 8 430º Double Socket Bend - 33 27 16 12 8 422.5º Double Socket Bend - 33 27 16 12 8 611.25 Double Socket Bend - 33 27 16 12 8 690º Double Socket Duckfoot - 20 20 12 9 6 490º Hydrant Duckfoot - 20 20 12 - - -All SocketTee dn80 25 20 12 9 6 4

dn100 - 20 12 9 6 4dn150 - - 12 9 6 4dn200 - - - 9 6 4dn250 - - - - 4 4dn300 - - - - - 4

Flange on Double Socket Teedn80 18 15 8 6 4 4dn100 - 15 8 6 4 4dn150 - - 8 6 4 4dn200 - - - 6 4 4dn250 - - - - 4 4dn300 - - - - - 4

Double Socket Tapers dn80 - 27 25 - - -dn100 - - 25 13 - -dn150 - - - 13 9 5dn200 - - - - 9 5dn250 - - - - - 5

Standard Flange Socket Piece - 25 25 16 9 8 5Standard Flange Spigot Piece - 41 32 18 13 13 8

Table 3 - Socketed Fittings

INTRODUCTION

This section provides guidance for the careful safe handling, off-loading and storage of ductile iron pipes and fittings, which willensure a long-term, trouble-free life. It is still the responsibility ofthe end user to comply with Health and Safety Regulations.

1. PIPES

1.1 BundlesPipes in the size range DN 80 to 350 are supplied in bundles asdetailed in Table 1. Each layer is supported with wooden battens.Pipes in the size range DN400 to DN800 are supplied as individualpipes. Their weights are given on page 13.

Table 1

1.2 Off-Loading1.2.1 If using a crane ensure adequate lifting equipment is

available and have sufficient capacity to offload the bundleweight detailed in Table 1.

1.2.2. Never attempt to lift the bundles by the restraining straps.

1.2.3 Only use webbing slings (x2). Each sling must have a safe working load of two metric tonnes and have a minimum length of fourteen metres. Never use chains or wire ropes as these might slip. They will also damage the external coating of the pipes.

1.2.4 Do not attempt to lift multiple pipes loose with slings. Only lift single pipes or complete bundles.

1.2.5 Ensure that the crane operator has a clear field of visionwhilst offloading. Should he not have a clear view then a person must guide him from a safe position.

1.2.6 It is recommended that guide ropes are used whilst off-loading pipe.

1.2.7 If using a forklift ensure that the forklift truck is capable of lifting the pipe bundles.

1.2.8 Ensure that the ground is hard and level.

1.2.9 Forks must be positioned underneath the protective bands around the bundle.

1.2.10 Care must be taken when removing the slings from the pipes.

1.2.11 The steel straps, which hold the bundles together, should be cut using plate shears only. Never use chisels, crowbars, picks etc. as this could damage the protective coating of the pipes.

1.2.12 Any damage to the coating or lining of the pipes and fittings must be immediately repaired prior to installation.

1.3 Stacking1.3.1 Each pipe bundle is secured to two wooden batons, which

can be laid directly onto a level hard standing surface.

1.3.2 Bundles can be stacked one on top of another, with the axes of the pipes parallel.

1.3.3 The maximum height pipe bundles can be stacked must not exceed five bundles. This may vary dependant on the ground conditions.

DN Number of Pipes Weight permm per Bundle Bundle

6 mtr Pipes Kg

80 25 2225

100 20 2180

150 9 1440

200 6 1320

250 4 1168

300 4 1468

350 4 1908

Handling and Storage

15

10

8 4 6

5

4

6

9

7

3

2

1

14

7

8

5

6

98

7 4 6

1

6

6

10

10

6

11

6

11

11

5

5

CONSTRUCTION GUIDE

5352

TYPICAL ARRANGEMENT OF A DRYWELL PUMPING STATION

Dry well pump stations site the pumps in a dry chamber, whichdraws from an immediate adjacent wet well. Dry well pumpstations facilitate ease of servicing the pumps. Isolating gatevalves are installed on both the suction and deliver side of eachpump, which allows the pumps to be inspected in line.

Due to high building costs this type of pump station is normallyused on large capacity installations.

1. Double Spigot Pipe2. 90º Double Flanged Short Radius Bend3. Double Flanged Pipe c/w Puddle Flange4. Gate Valve c/w Handwheel5. Hydro Flange Adaptor6. Flange Plain End Pipe7. Pump8. Non Return Valve9. 90º Double Flanged Long Radius Bend10. Double Flanged Pipe11. Double Flanged Concentric Taper12. All Flanged Radial Tee13. Flanged Bellmouth

TYPICAL ARRANGEMENT OF AHYDRANT ASSEMBLY

1. Double Spigot Pipe2. Hydro Coupling3. Flange Spigot Pipe c/w Puddle Flange4. All Flanged Tee5. Double Flanged Riser Pipe6. BS 750 Type 2 Fire Hydrant

The following pages show ‘standard’ layout designs for the various installations.

TYPICAL ARRANGEMENT OF A (WETWELL) SUBMERSIBLE PUMPING STATIONAND VALVE CHAMBER

Submersible pump stations are the most common type of pumpstation, which provides and extremely cost effective installation forboth civil construction and M+E contractors.

Submersible pump stations are installed in a single undergroundchamber and are usually located at low points in the pipeline.

Submersible pump stations provide submersible pumps in the wetwell with motor control centre mounted above. The stations aredesigned where the pumps can be removed and replaced withoutdewatering the wet well or requiring personnel to enter the wetwell. All valves, pipe work and surge control equipment aremounted in a separate valve chamber outside of the wet well tofacilitate access.

1. 90º Double Flanged Duckfoot Bend2. Double Flanged Pipe3. Flange Spigot Pipe4. Flange Adaptor5. 90º Double Flanged Short Radius Bend6. Flange Spigot Puddle Pipe7. Standard Pattern Non Return Valve8. Gate Valve c/w Handwheel9. All Flanged Radial Tee10. Hydro Coupling11. Double Spigot

Construction Guide

16

CONSTRUCTION GUIDE

5554

Flanged pipes installed as self supporting spans are subjected toadditional stresses in addition to those caused by internalpressure; due to bending moments caused by their own weightand the weight of their contents.

The length of unsupported spans of flanged piping is limited by theneed to keep stresses due to the combined effects of internalpressure, and bending moments within safe limits.

All flanged pipes are designed to operate safely at the allowabletest pressure (PEA) when subjected to a bending moment causedby self weight and weight of contents equivalent to a simplysupported span of 10m for DN 80 to 250 and 15m for DN 300 to800 with a flange joint at the mid span position.

In practice, flanged pipes are usually installed as continuous orfixed beams and by careful design it is best to ensure that theflanged joints are located at zones of lowest bending moment.

Supporting PipesAbove Ground

1

3

45 6 7

5 4

31

22

RIVER CROSSINGIf the actual pressure in the pipeline is lower than the normal maximum rated pressure, higher bending moments may be permissible.Conversely any additional bending moment over that caused by self weight and weight of contents will reduce the safe spans.

1. Double Spigot Pipe2. 45º Double Socket Bend3. Socket Spigot Pipe4. 45º Double Flanged Pipe5. Double Flanged Pipe6. All Flanged Tee7. Double Orifice Air Relief Valve

CONTINUOUS PIPELINEThe following show typical installations where spans greater than10m or 15m can be obtained.

18m MAX

11.25m MAX

2 - 3 m

DN 80 to DN 250

1.5 - 3.5m

DN 300 to DN 800

17

3 3

3

874542

1 65

4

4

1 1

2

3

5

4

3

2

1 1

1

23

5

4

6

3 2

1

AIR VALVES

Any pipeline conveying any fluid cannot operate efficiently unlessthe air is sufficiently vented from the system.

Accumulated gas or air will restrict the flow by reducing theinternal pipe area, it will also aggravate the effects of surge. Air orgas may build up because:

• Pipeline was fully charged with air/gas when empty• Air is drawn into the pipeline through faulty joints• Air/gas is released from the process medium due to changes

in temperature or pressure• Air or gas is trapped in pockets whilst the pipeline is

being filled• Air is entrained at the pump station

TYPICAL ARRANGEMENT OF APOTABLE WATER AIR VALVE

1. Hydro Coupling2. Double Spigot Pipe3. Double Spigot Pipe c/w Puddle Flange4. Flange on Double Socket Tee5. Clean Water Air Valve

TYPICAL ARRANGEMENT OF A SEWAGEAIR VALVE

1. Double Spigot Pipe2. Hydro Coupling3. Flange Spigot Pipe c/w Puddle Flange4. All Flanged Tee5. Mitre Geared Gate Valve c/w Extension Spindle6. Sewage Air Valve

TYPICAL VALVE CHAMBER &COMBINED SEWER OUTFALL

1. Flange on Double Socket Level Invert Tee2. Flange on Spigot Pipe3. Hydro Coupling4. Double Spigot Pipe5. Flange Spigot Pipe c/w Puddle Flange6. Gate Valve c/w Handwheel7. Socket Spigot Pipe8. Flap Valve

Venting the pipeline is relatively easy, as air or gas tends to gatherat high points in the pipeline, optimum positioning of the air valveswill release the accumulated air or gas. It is recommended thatdouble orifice air valves are positioned at all high points and alongthe pipeline at approximately 750m intervals.

CONSTRUCTION GUIDECONSTRUCTION GUIDE

5756

RECOMMENDED SOLUTIONS FOR NON-STANDARD FITTINGS

Unequal Flange on Socket Tee

Unequal all Socket Tee

Unequal all Flange Tee

Equal and Unequal all Socket Radial Tee

Equal and Unequal all Socket 45º AngleBranch

Unequal all Flanged 45º Angle Branch

Double Fanged Taper Bend

Flange and Bellmouth Bend

Flange and Spigot Bend

Non-standard Fitting Recommended Solution

PIPES WITH PUDDLE FLANGES

Where a pipe passes through a concrete wall of a tank holding aliquid, below the liquid level, or the wall of a structure belowgroundwater level, a puddle flange (sometimes referred to as awater bar) is used to prevent the liquid seeping between theoutside of the pipe and the surrounding concrete.

Welded Puddle FlangeIf the puddle flange has towithstand thrust loading, then awelded puddle flange offerssecure through wall anchoragealong with a watertight seal. Awelded puddle flange can bepositioned on any pipeconfiguration as shown.

Split Puddle FlangeWhere no end thrust is expectedand the exact position is notknown then a split puddle flangemay be used, providing that thepipe has been produced by thecentrifugally spun method.

THE PROVISION OF FLEXIBILITY

Where a buried pipeline is built into a structure, differentialsettlement of the structure and the adjacent ground ispossible.Two flexible joints should be provided immediatelyadjacent to the face of the structure. This is generally referred to asa ‘rocker pipe’.

It is recommended that dimension A be as short as possibleconsistent with making the joint and dimension B as set out below:

DN150 FLANGED SPIGOT PIPE WITH PUDDLE FLANGE

Nominal Diameter BDN (m)

150 to 600 0.6

700 1.0> 700 1.25

59

HAMBAKER FASTRACKPIPELINE PRODUCT SELECTOR

58

REPAIR CLAMPSAND UNDER

PRESSURE TEES

HAWLE COUPLINGS,FLANGE ADAPTORS AND

SADDLES

UNDER PRESSURE DRILLING EQUIPMENT

COUPLINGS AND ADAPTORS

ARCTIC PIPE FREEZINGEQUIPMENT

DUCTILE IRON PIPE

PIPE CUTTING EQUIPMENT ANCILLARY EQUIPMENT

MANUFACTURERS OF DUCTILE FABRICATED PIPEWORK FROM 80mm TO 800mm (EN545 & EN598)

DUCTILE IRON FITTINGS

VALVES

MAKING THEIMPOSSIBLEPOSSIBLE

Ham Baker’s ‘off-the-shelf’express deliveryservice ofPenstocks andFlap Valves fortime-pressuredprojects

call

01782 203611 for more information

HAMBAKER

60

FLANGE COMPARISON CHART

Nominal Table Diameter P.C.D Hole Dia Bolt Dia No OfSize mm Inch mm Inch mm Inch mm Inch Bolts

DN80/3" PN10/16 200 7.90 160 6.30 18 0.70 16 0.625 8

BS10 ADE 184 7.25 146 5.75 17 0.67 16 0.625 4

ANSI 125/150 190 7.50 152 6.00 19 0.75 16 0.625 4

DN100/4" PN10/16 220 8.67 180 7.10 18 0.70 16 0.625 8

BS10 AD 216 8.50 178 7.00 17 0.67 16 0.625 4

BS10 E 216 8.50 178 7.00 17 0.67 16 0.625 8

ANSI 125/150 229 9.00 191 7.50 19 0.75 16 0.625 8

DN150/6" PN10/16 285 11.22 240 9.45 22 0.875 20 0.79 8

BS10 A 279 11.00 235 9.25 17 0.6875 16 0.625 4

BS10 D 279 11.00 235 9.25 17 0.6875 16 0.625 8

BS10 E 279 11.00 235 9.25 22 0.875 19 0.75 8

ANSI 125/150 279 11.00 241 9.50 22 0.875 19 0.75 8

DN200/8" PN10 340 13.40 295 11.60 22 0.875 20 0.79 8

PN16 340 13.40 295 11.60 22 0.875 20 0.79 12

BS10 AD 337 13.25 292 11.50 17 0.6875 16 0.625 8

BS10 E 337 13.25 292 11.50 22 0.875 19 0.75 8

ANSI 125/150 343 13.50 298 11.75 22 0.875 19 0.75 8

DN250/10" PN10 395 15.55 350 13.78 22 0.875 20 0.79 12

PN16 405 15.95 355 14.00 26 1.03 24 0.95 12

BS10 AD 406 16.00 356 14.00 22 0.875 19 0.75 8

BS10 E 406 16.00 356 14.00 22 0.875 19 0.75 12

ANSI 125/150 406 16.00 362 14.50 25 1.00 22 0.875 12

DN300/12" PN10 445 17.50 400 15.75 22 0.875 20 0.79 12

PN16 460 18.20 410 16.15 26 1.03 24 0.95 12

BS10 A 457 18.00 406 16.00 22 0.875 19 0.75 8

BS10 D 457 18.00 406 16.00 22 0.875 19 0.75 12

BS10 E 457 18.00 406 16.00 25 1.00 22 0.875 12

ANSI 125/150 483 19.00 432 17.00 25 1.00 22 0.875 12

DN350/14" PN10 505 19.88 460 18.11 22 0.875 20 0.79 16

PN16 520 20.47 470 18.50 26 1.03 24 0.95 16

BS10 A 527 20.75 470 18.50 25 1.00 22 0.875 8

BS10 DE 527 20.75 470 18.50 25 1.00 22 0.875 12

ANSI 125/150 533 21.00 476 18.75 29 1.125 25 1.00 12

DN400/16" PN10 565 22.24 515 20.28 26 1.03 24 0.95 16

PN16 580 22.83 525 20.67 30 1.20 27 1.07 16

BS10 ADE 578 22.75 521 20.50 25 1.00 22 0.875 12

ANSI 125/150 597 23.50 540 21.25 29 1.125 25 1.00 16

DN450/18" PN10 615 24.21 565 22.24 26 1.03 24 0.95 20

PN16 640 25.20 585 23.03 30 1.20 27 1.07 20

BS10 AD 641 25.25 584 23.00 25 1.00 22 0.875 12

BS10 E 641 25.25 584 23.00 25 1.00 22 0.875 16

ANSI 125/150 635 25.00 578 22.75 32 1.25 29 1.125 16

DN500/20" PN10 670 26.38 620 24.41 26 1.03 24 0.95 20

PN16 715 28.15 650 25.59 33 1.30 30 1.20 20

BS10 A 705 27.75 642 25.25 25 1.00 22 0.875 12

BS10 DE 705 27.75 642 25.25 25 1.00 22 0.875 16

ANSI 125/150 698 27.50 635 25.00 32 1.25 29 1.125 20

DN600/24" PN10 780 30.71 725 28.54 30 1.20 27 1.07 20

PN16 840 33.07 770 30.31 36 1.42 33 1.30 20

BS10 A 826 32.50 756 29.75 29 1.125 25 1.00 12

BS10 D 826 32.50 756 29.75 29 1.125 25 1.00 16

BS10 E 826 32.50 756 29.75 32 1.25 29 1.125 16

ANSI 125/150 813 32.00 749 29.50 35 1.375 32 1.25 20

ductile pipes

Documents

ductile iron pressure

requirements bs en

series ductile iron

fabricated iron

molten iron

wmc bs en

water pipelines

spheroidal graphite