Alfa LavalAlfa LavalAlfa Laval

Return to PHE types

Frame types:

M30-FMM30-FGM30-FD SAM30-FD TÜVM30-FD ASME

M30-FMM30-FGM30-FD SAM30-FD TÜVM30-FD ASME

DatasheetDatasheet

M30M30

Frame types:

M30-DFMM30-DFGM30-DFD SAM30-DFD TÜVM30-DFD ASME

M30-DFMM30-DFGM30-DFD SAM30-DFD TÜVM30-DFD ASME

DatasheetDatasheet

M30-DM30-D

M30M30

Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Plate pack

Guiding bar

Supporting column

Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Plate pack

Guiding bar

Supporting column

DATA SHEET

PHE–TYPE M30

frame plate is normally stationary, while the pressure plate ismovable along a carrying bar, which also holds the plate pack.The carrying bar is supported by the frame at one end and asupport column which is bolted to the foundation at the other.

At the lower end of the frame, a guiding bar maintains verticalalignement of the plates.

In most cases all pipes are connected to the frame plate, howev-er it is also possible to have connections located in the pressureplate.

The plate heat exchanger consist of a heat transfer surface ofcorrugated thin plates of a corrosion resistant material, and aframe which holds up the plate pack, clamps it together and pro-vides connection with the piping system.

A gasket of suitable material – usually an elastomer – is locatedalong the perimeter and corners of each plate. Holes in the cor-ners form a header with the connections in the frame.

The frame consist of two heavy covers of painted carbon steel(the frame plate and the pressure plate) between which theplate pack is pressed together by means of tightening bolts. The

Standard design

A1–M30 Edition 12 0108

NOTE!Plates, gaskets and frames may have different pressure and temperature limits.

The weakest part determines the performance limit of the PHE.

(1) For Marine application: The test pressure is 1.5 x Design pressure.

(2) Rubber spools in NBR and EPDM are limited to Max.:95°C for NBR105°C for EPDM

NotesAll frames:

� Carrying bar in painted carbon steel.

� Guiding bar in stainless steel.

� Supporting column in painted carbon steel.

� The maximum pressure ratings are valid for plate packs with more than 30 plates.

FRAMES M30

Frame Pressure Connect. Frame and Tightening bolts Max. Design Notestype vessel

codestandard pressure

plates Material NumberDesign /

Testtemp.

Material Bolt Nutx

sizepressurebar, psig °C

TÜV DIN PN10 8.8 / B7 8 / 2H –10 – +160

H II 10 x M39 10 / 13

DIN PN10 (1)

FM SA 0 – +160

(2) ANSI 150 SA 193–B7 Grade:

2H or 7 6 x M39

ASME ANSI 150 SA 516–60 plus 100 / 150 –40 – +160

4 x M48

TÜV DIN PN25 8.8 / B7 8 / 2H –10 – +160

H II 16 / 21

DIN PN25

FG SA 16 x M39 0 – +160

(2) ANSI 150 SA 193–B7 Grade:

2H or 7

ASME ANSI 150 SA 516–60 150 / 225 –40 – +160

TÜV DIN PN25 8.8 / B7 8 / 2H 18 x M48 –10 – +160

H II 25 / 33

DIN PN25

FD SA ANSI 150 16 x M48 0 – +160

ANSI 300 SA 193–B7 Grade:

ANSI 150 2H or 7

ASME SA 516–60 20 x M48 300 / 450 –40 – +160

ANSI 300

(3) FKMG may cause corrosion on titanium plates.

(4) For plate thickness greater than or equal to:0.7mm stainless steel0.8mm titanium

(5) Do not use FM frames.

(6) AISI 304/316 only with taped NBRP gasket

Notes

PLATES M30 GASKETS M30

Grade Thicknessmm

WPweight

kg

Gasketmaterial

Gaskettype

Max.oper.temp.

°CT(T)

Min.temp.

°C

Rec. temp.at max.

pressure°C

T(P)

Notes

AISI 304

AISI 316

AISI 316

0.4

0.4

0.5

6.5

6.5

8.0

NBRP

NBRP

Glued

Taped

130

110

–15

–15

60

60

AISI 316 0.6 9.5 EPDM Glued 130 –25 80TI

TI

0.5

0.6

4.7

5.5 EPDMAL Glued 130 –10 100 Only –FD frame(4)

TI

ALLOY 254 SMO

0.7

0.6

6.3

9.5 FKMG Glued 100 –5 90 (3) (5)

Plate area: 1.84 m2 HNBR(Hy- Glued 140 –5 100

Volume per channel: 6.30 l

Free channel: 3.30mm

drogenatednitrile)

PERFORMANCE LIMITS M30 PLATES See sheet A3–05c in Chapter A3

Platematerial

Thicknessmm

Max. Testpressure

Max. Design pressure(bar)

At max. operating temperature Notes

(bar) SA, TÜV

P(P)

ASME

P(P)

Recommendedmax. operatingpressure (bar)

P(T)

Max. operatingdifferential

pressure (bar)DP(T)

AISI 304

AISI 316

AISI 316

TI

TI

TI

ALLOY 254 SMO

AISI 304

AISI 316

0.4

0.5

0.6

0.5

0.6

0.7

0.6

0.4

0.4

16.0

21.0

28.0

16.0

21.0

26.0

28.0

13.5

13.5

12.0

16.0

21.0

12.0

16.0

20.0

21.0

10.4

10.4

10.5

14.0

18.5

10.5

14.0

17.0

18.5

9.0

9.0

10.0

12.0

15.0

10.0

12.0

15.0

15.0

8.0

8.0

5.0

8.0

10.0

5.0

8.0

10.0

10.0

5.0

5.0

(6)

(6)

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD� D E F

DIN PN10 DN300DIN PN10 DN350ANSI 150 DN300ANSI 150 DN350

400460432476

M20M20

7/8” –9 UNC1” – 8 UNC

100908183

1. Unlined 2.Sheet lining 3.Rubber spoolconnection Only for frame plate DN350

No. of stud bolts

12161212

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

PLATE PACKAGE LENGTHSA = N ⟨3.30 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=560 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=660 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=370 + N(5.4 + x)+ NP • 12

B = LC – 35 C =LC + 368�

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

2690+0.045LC+0.082LT 2705+0.082LC+0.082LT

Partition plate: 185

2890+0.045LC+0.082LT2890+0.045LC+0.098LT

2900+0.082LC+0.098LT 2900+0.082LC+0.098LT

SATUVASME

LOCATION MEDIA CONN.TYPE

��Only connection DN300 in the pressure plate Date0104

No.PS74572–E

Edition5

Dept.TI–SD

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=0.7 LC B C �

750

1050

1650

2250

2850

3450

4050

1165

1765

2365

2965

3565

4165

4765

1565

2165

2765

3365

3965

4565

5165

1200

1800

2400

3000

3600

4200

4800

Max no. of plates

�When TUV or ASME: add 10mm

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=0.5

64108115210217312 319414420515522617624719

66110117214221317 324421428524531628634731

x=0.4 x=0.6

63107113207213307 313407413507513607613707

62105111203210302 308400407498505597603695

PHE–TYPE M30–FM

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F

DIN PN10 DN300DIN PN10 DN350ANSI 150 DN300ANSI 150 DN350

400460432476

M20M20

7/8” –9 UNC1” – 8 UNC

100908183

1. Unlined 2.Sheet lining 3.Rubber spoolconnection Only for frame plate DN350

No. of stud bolts

12161212

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–1094

Edition4

Dept.TI–SD

PHE–TYPE M30–FM

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD� D E F

DIN PN25 DN300DIN PN25 DN350ANSI 150 DN300ANSI 150 DN350

430490432476

M27M30

7/8” –9 UNC1” – 8 UNC

901106383

No. of stud bolts

16161212

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

1. Unlined 2.Sheet lining 3.Rubber spoolconnection Only for frame plate DN350

PLATE PACKAGE LENGTHSA = N ⟨3.30 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=580 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=710 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=420 + N(5.4 + x)+ NP • 12

B = LC – 35 C =LC+395

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

3610+0.045LC+0.131LT 3620+0.082LC+0.131LT

Partition plate: 185

4035+0.045LC+0.131LT4035+0.045LC+0.131LT

4045+0.082LC+0.131LT 4045+0.082LC+0.131LT

SATUVASME

LOCATION MEDIA CONN.TYPE

��Only connection DN300 in the pressure plate Date0104

No.PS74573–E

Edition4

Dept.TI–SD

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=0.7 LC B C �

750

1050

1650

2250

285034504050

1165

1765

2365

2965

356541654765

1595

2195

2795

3395

399545955195

1200

1800

2400

3000

360042004800

Max no. of plates

�When SA: Reduce with 10mm

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=0.5

56105107207208308 310410412514615715

57107109210212314 316417419522625728

x=0.4 x=0.6

55103105203205303 305403405505605703

54102103200202298 300397398497595692

PHE–TYPE M30–FG

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F

DIN PN25 DN300DIN PN25 DN350ANSI 150 DN300ANSI 150 DN350

430490432476

M27M30

7/8” –9 UNC1” – 8 UNC

901106363

No. of stud bolts

16161212

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

1. Unlined 2.Sheet lining 3.Rubber spoolconnection Only for frame plate DN350

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–1103

Edition3

Dept.TI–SD

PHE–TYPE M30–FG

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD� D E F

DIN PN25 DN300DIN PN25 DN350ANSI 150 DN300ANSI 150 DN350ANSI 300 DN300ANSI 300 DN350

430490432 476 451 514

M27M30

7/8” –9 UNC1” – 8 UNC

1 1/8”–8UNC 1 1/8”–8UNC

901106380

105105

1. Unlined 2.Sheet lining connection

No. of stud bolts

161612121620

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

PLATE PACKAGE LENGTHSA = N ⟨3.30 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=595 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=740 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=490 + N(5.4 + x)+ NP • 12

B = LC – 35 C = LC + 405

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

4585+0.045LC+0.194LT 4600+0.082LC+0.194LT

Partition plate: 185

LOCATION MEDIA CONN.TYPE

�Only connection DN300 in the pressure plate Date0104

No.PS74574–E

Edition5

Dept.TI–SD

PHE–TYPE M30–FD(SA)

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=0.7 LC B C

7501050

1650

2250

2850

3450

4050

1165

1765

2365

2965

3565

41654765

1605

2205

2805

3405

4005

46055205

1200

1800

2400

3000

3600

42004800

Max no. of plates

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=0.5

44 95103197204298 306400408502509603611713

45 97104200208303 311407415510518614622725

x=0.4 x=0.6

43 93101193201293 301393401493501593601701

43 92 99190198289 296387394485493584591689

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F

DIN PN25 DN300DIN PN25 DN350ANSI 150 DN300ANSI 150 DN350ANSI 300 DN300ANSI 300 DN350

430490432476451514

M27M30

7/8” –9 UNC1” – 8 UNC

1 1/8”–8UNC 1 1/8”–8UNC

901106380

105105

1. Unlined 2.Sheet lining connection

No. of stud bolts

161612121620

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–1114

Edition4

Dept.TI–SD

PHE–TYPE M30–FD(SA)

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD� D E F

DIN PN25 DN300DIN PN25 DN350

430490

M27M30

90110

1. Unlined 2.Sheet lining connection

No. of stud bolts

1616

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

PLATE PACKAGE LENGTHSA = N ⟨3.30 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=595 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=740 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=490 + N(5.4 + x)+ NP • 12

B = LC – 35 C = LC + 420

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

4780+0.045LC+0.218LT 4790+0.082LC+0.218LT

Partition plate: 185

LOCATION MEDIA CONN.TYPE

�Only connection DN300 in the pressure plate Date0104

No.PS74575–E

Edition4

Dept.TI–SD

PHE–TYPE M30–FD(TÜV)

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=0.7 LC B C

7501050

1650

2250

2850

3450

4050

1165

1765

2365

2965

3565

41654765

1620

2220

2820

3420

4020

46205220

1200

1800

2400

3000

3600

42004800

Max no. of plates

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=0.5

44 95103197204298 306400408502509603611713

45 97104200208303 311407415510518614622725

x=0.4 x=0.6

43 93101193201293 301393401493501593601701

43 92 99190198289 296387394485493584591689

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F

DIN PN25 DN300DIN PN25 DN350

430490

M27M30

90110

1. Unlined 2.Sheet lining connection

No. of stud bolts

1616

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–1123

Edition3

Dept.TI–SD

PHE–TYPE M30–FD(TÜV)

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

1. Unlined 2.Sheet lining connection

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

STANDARD� D E F

ANSI 150 DN300ANSI 300 DN300ANSI 150 DN350ANSI 300 DN350

432451476 514

7/8” –9 UNC1 1/8”–8UNC1” – 8 UNC 1 1/8”–8UNC

6310583

105

No. of stud bolts

12161220

PLATE PACKAGE LENGTHSA = N ⟨3.30 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=595 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=740 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=490 + N(5.4 + x)+ NP • 12

B = LC – 35 C = LC + 425

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

4890+0.045LC+0.242LT 4900+0.082LC+0.242LT

Partition plate: 185

LOCATION MEDIA CONN.TYPE

�Only connection DN300 in the pressure plate Date0104

No.PS74576–E

Edition4

Dept.TI–SD

(ASME) PHE–TYPE M30–FD

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=0.7 LC B C

7501050

1650

2250

2850

3450

4050

1165

1765

2365

2965

3565

41654765

1625

2225

2825

3425

4025

46255225

1200

1800

2400

3000

3600

42004800

Max no. of plates

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=0.5

44 95103197204298 306400408502509603611713

45 97104200208303 311407415510518614622725

x=0.4 x=0.6

43 93101193201293 301393401493501593601701

43 92 99190198289 296387394485493584591689

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

1. Unlined 2.Sheet lining connection

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

STANDARD D E F

ANSI 150 DN300ANSI 300 DN300ANSI 150 DN350ANSI 300 DN350

432451476 514

7/8” –9 UNC1 1/8”–8UNC1” – 8 UNC 1 1/8”–8UNC

6310583

105

No. of stud bolts

12161220

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–1133

Edition3

Dept.TI–SD

PHE–TYPE M30–FD(ASME)

Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Plate pack

Guiding bar

Supporting column

Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Plate pack

Guiding bar

Supporting column

DATA SHEET

PHE–TYPE M30–D

frame plate is normally stationary, while the pressure plate ismovable along a carrying bar, which also holds the plate pack.The carrying bar is supported by the frame at one end and asupport column which is bolted to the foundation at the other.

At the lower end of the frame, a guiding bar maintains verticalalignement of the plates.

In most cases all pipes are connected to the frame plate, howev-er it is also possible to have connections located in the pressureplate.

The plate heat exchanger consist of a heat transfer surface ofcorrugated thin plates of a corrosion resistant material, and aframe which holds up the plate pack, clamps it together and pro-vides connection with the piping system.

A gasket of suitable material – usually an elastomer – is locatedalong the perimeter and corners of each plate. Holes in the cor-ners form a header with the connections in the frame.

The frame consist of two heavy covers of painted carbon steel(the frame plate and the pressure plate) between which theplate pack is pressed together by means of tightening bolts. The

Standard design

A1–M30–D Edition 2 0108

NOTE!Plates, gaskets and frames may have different pressure and temperature limits.

The weakest part determines the performance limit of the PHE.

(1) For Marine application: The test pressure is 1.5 x Design pressure.

(2) Rubber spools in NBR and EPDM are limited to Max.:95°C for NBR105°C for EPDM

NotesAll frames:

� Carrying bar in painted carbon steel.

� Guiding bar in stainless steel.

� Supporting column in painted carbon steel.

� The maximum pressure ratings are valid for plate packs with more than 30 plates.

FRAMES M30–D

Frame Pressure Connect. Frame and Tightening bolts Max. Design Notestype vessel

codestandard pressure

plates Material NumberDesign /

Testtemp.

Material Bolt Nutx

sizepressurebar, psig °C

TÜV DIN PN10 8.8 / B7 8 / 2H –10 – +160

H II 10 x M39 10 / 13

DIN PN10 (1)

FM SA 0 – +160

(2) ANSI 150 SA 193–B7 Grade:

2H or 7 6 x M39

ASME ANSI 150 SA 516–60 plus 100 / 150 –40 – +160

4 x M48

TÜV DIN PN25 8.8 / B7 8 / 2H –10 – +160

H II 16 / 21

DIN PN25

FG SA 16 x M39 0 – +160

(2) ANSI 150 SA 193–B7 Grade:

2H or 7

ASME ANSI 150 SA 516–60 150 / 225 –40 – +160

TÜV DIN PN25 8.8 / B7 8 / 2H 18 x M48 –10 – +160

H II 25 / 33

DIN PN25

FD SA ANSI 150 16 x M48 0 – +160

ANSI 300 SA 193–B7 Grade:

ANSI 150 2H or 7

ASME SA 516–60 20 x M48 300 / 450 –40 – +160

ANSI 300

(3) FKMG may cause corrosion on titanium plates.

(4) Do not use FM frames.

Notes

PLATES M30–D GASKETS M30–D

Grade Thicknessmm

WPweight

kg

Gasketmaterial

Gaskettype

Max.oper.temp.

°CT(T)

Min.temp.

°C

Rec. temp.at max.

pressure°C

T(P)

Notes

AISI 316

AISI 316

1.0 (2 x 0.5)

1.2 (2 x 0.6)

15.5

18.5

NBRP Glued 130 –15 60

TI

TI

1.0 (2 x 0.5)

1.2 (2 x 0.6)

8.9

10.6 EPDM Glued 130 –25 80

EPDMAL Glued 120 –10 100 Only –FD frame

FKMG Glued 100 –5 90 (3) (4)

Plate area: 1.84 m2 HNBR(Hy- Glued 140 –5 100

Volume per channel: 6.10 l

Free channel: 3.1mm

drogenatednitrile)

PERFORMANCE LIMITS M30–D PLATES See sheet A3–05c in Chapter A3

Platematerial

Thicknessmm

Max. Testpressure

Max. Design pressure(bar)

At max. operating temperature Notes

(bar) SA, TÜV

P(P)

ASME

P(P)

Recommendedmax. operatingpressure (bar)

P(T)

Max. operatingdifferential

pressure (bar)DP(T)

AISI 316

AISI 316

TI

TI

1.0

1.2

1.0

1.2

26.0

31.0

21.0

26.0

20.0

24.0

16.0

20.0

17.0

20.5

14.0

17.0

15.0

19.0

12.0

15.0

10.0

10.0

8.0

10.0

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD� D E F

DIN PN10 DN300DIN PN10 DN350ANSI 150 DN300ANSI 150 DN350

400460432476

M20M20

7/8” –9 UNC1” – 8 UNC

100908183

1. Unlined 2.Sheet lining 3.Rubber spoolconnection Only for frame plate DN350

No. of stud bolts

12161212

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

PLATE PACKAGE LENGTHSA = N ⟨3.1 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=560 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=660 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=370 + N(5.4 + x)+ NP • 12

B = LC – 35 C = LC + 368��

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

2690+0.045LC+0.082LT 2705+0.082LC+0.082LT

Partition plate: 185

2890+0.045LC+0.082LT2890+0.045LC+0.098LT

2900+0.082LC+0.098LT 2900+0.082LC+0.098LT

SATUVASME

LOCATION MEDIA CONN.TYPE

��Only connection DN300 in the pressure plate Date0104

No.PS74762–E

Edition3

Dept.TI–SD

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=1.2 LC B C ��

750

1050

1650

2250

2850

3450

4050

1165

1765

2365

2965

3565

4165

4765

1565

2165

2765

3365

3965

4565

5165

1200

1800

2400

3000

3600

4200

4800

5897/82103188/173194279/264285370/355376461/445467551/536558600/600

�0/4–holes pressure plate

Max no. of plates �

Max. no. of plates: 600

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=1.0

59100/84106194/178200288/272 294381/366388475/459481568/553575600/600

��When TUV or ASME: add 10mm

PHE–TYPE M30–DFM

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F

DIN PN10 DN300DIN PN10 DN350ANSI 150 DN300ANSI 150 DN350

400460432476

M20M20

7/8” –9 UNC1” – 8 UNC

100908183

1. Unlined 2.Sheet lining 3.Rubber spoolconnection Only for frame plate DN350

No. of stud bolts

12161212

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–6102

Edition2

Dept.TI–SD

PHE–TYPE M30–DFM

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=1.2 LC B C ��

750

1050

1650

2250

285034504050

1165

1765

2365

2965

356541654765

1595

2195

2795

3395

399545955195

1200

1800

2400

3000

360042004800

5094/7495185/165186276/256277367/347368458/438548/529600/600

�0/4–holes pressure plate

Max no. of plates �

Max. no. of plates: 600

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=1.0

5297/7798190/170192284/264 286378/358380472/452565/545600/600

��When SA: Reduce with 10mm

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD� D E F

DIN PN25 DN300DIN PN25 DN350ANSI 150 DN300ANSI 150 DN350

430490432476

M27M30

7/8” –9 UNC1” – 8 UNC

901106363

No. of stud bolts

16161212

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

1. Unlined 2.Sheet lining 3.Rubber spoolconnection Only for frame plate DN350

PLATE PACKAGE LENGTHSA = N ⟨3.1 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=580 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=710 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=420 + N(5.4 + x)+ NP • 12

B = LC – 35 C = LC + 395

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

3610+0.045LC+0.131LT 3620+0.082LC+0.131LT

Partition plate: 185

4035+0.045LC+0.131LT4035+0.045LC+0.131LT

4045+0.082LC+0.131LT 4045+0.082LC+0.131LT

SATUVASME

LOCATION MEDIA CONN.TYPE

��Only connection DN300 in the pressure plate Date0104

No.PS74763–E

Edition3

Dept.TI–SD

PHE–TYPE M30–DFG

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F

DIN PN25 DN300DIN PN25 DN350ANSI 150 DN300ANSI 150 DN350

430490432476

M27M30

7/8” –9 UNC1” – 8 UNC

901106363

No. of stud bolts

16161212

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

1. Unlined 2.Sheet lining 3.Rubber spoolconnection Only for frame plate DN350

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–6112

Edition2

Dept.TI–SD

PHE–TYPE M30–DFG

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=1.2 LC B C

7501050

1650

2250

2850

3450

4050

1165

1765

2365

2965

3565

41654765

1605

2205

2805

3405

4005

46055205

1200

1800

2400

3000

3600

42004800

�0/4–holes pressure plate

Max no. of plates �

Max. no. of plates: 600

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=1.0

418895/72181188/166275 282/259369376/353463470/447556563/541600/600

398592/70176183/161267 273/252358364/342448455/433539546/524600/600

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD� D E F

DIN PN25 DN300DIN PN25 DN350ANSI 150 DN300ANSI 150 DN350ANSI 300 DN300ANSI 300 DN350

430490432476451514

M27M30

7/8” –9 UNC1” – 8 UNC

1 1/8”–8UNC 1 1/8”–8UNC

901106380

105105

1. Unlined 2.Sheet lining connection

No. of stud bolts

161612121620

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

PLATE PACKAGE LENGTHSA = N ⟨3.1 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=595 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=740 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=490 + N(5.4 + x)+ NP • 12

B = LC – 35 C = LC + 405

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

4585+0.045LC+0.194LT 4600+0.082LC+0.194LT

Partition plate: 185

LOCATION MEDIA CONN.TYPE

�Only connection DN300 in the pressure plate Date0104

No.PS74764–E

Edition3

Dept.TI–SD

PHE–TYPE M30–DFD(SA)

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F

DIN PN25 DN300DIN PN25 DN350ANSI 150 DN300ANSI 150 DN350ANSI 300 DN300ANSI 300 DN350

430490432476451514

M27M30

7/8” –9 UNC1” – 8 UNC

1 1/8”–8UNC 1 1/8”–8UNC

901106380

105105

1. Unlined 2.Sheet lining connection

No. of stud bolts

161612121620

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–6122

Edition2

Dept.TI–SD

PHE–TYPE M30–DFD(SA)

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=1.2 LC B C

7501050

1650

2250

2850

3450

4050

1165

1765

2365

2965

3565

41654765

1620

2220

2820

3420

4020

46205220

1200

1800

2400

3000

3600

42004800

�0/4–holes pressure plate

Max no. of plates �

Max. no. of plates: 600

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=1.0

418895/72181188/166275 282/259369376/353463470/447556563/541600/600

398592/70176183/161267 273/252358364/342448455/433539546/524600/600

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD� D E F

DIN PN25 DN300DIN PN25 DN350

430490

M27M30

90110

1. Unlined 2.Sheet lining connection

No. of stud bolts

1616

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

PLATE PACKAGE LENGTHSA = N ⟨3.1 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=595 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=740 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=490 + N(5.4 + x)+ NP • 12

B = LC – 35 C = LC + 420

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

4780+0.045LC+0.218LT 4790+0.082LC+0.218LT

Partition plate: 185

LOCATION MEDIA CONN.TYPE

�Only connection DN300 in the pressure plate Date0104

No.PS74765–E

Edition3

Dept.TI–SD

PHE–TYPE M30–DFD(TÜV)

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F

DIN PN25 DN300DIN PN25 DN350

430490

M27M30

90110

1. Unlined 2.Sheet lining connection

No. of stud bolts

1616

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–6132

Edition2

Dept.TI–SD

PHE–TYPE M30–DFD(TÜV)

STANDARD LENGTHS (SEE FIG. ABOVE)

LT

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tight.bolts

Main dimensions

x=1.2 LC B C

7501050

1650

2250

2850

3450

4050

1165

1765

2365

2965

3565

41654765

1625

2225

2825

3425

4025

46255225

1200

1800

2400

3000

3600

42004800

�0/4–holes pressure plate

Max no. of plates �

Max. no. of plates: 600

N= No. of plates

NP= No.of partition platesx= Thickness of plate material

x=1.0

418895/72181188/166275 282/259369376/353463470/447556563/541600/600

398592/70176183/161267 273/252358364/342448455/433539546/524600/600

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

1. Unlined 2.Sheet lining connection

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

STANDARD� D E F

ANSI 150 DN300ANSI 300 DN300ANSI 150 DN350ANSI 300 DN350

432451476 514

7/8” –9 UNC1 1/8”–8UNC1” – 8 UNC 1 1/8”–8UNC

6310583

105

No. of stud bolts

12161220

PLATE PACKAGE LENGTHSA = N ⟨3.1 + x) + NP • 12

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC=595 + N(5.4 + x)+NP • 12 (Unholed pr.pl.) LC=740 + N(5.4 + x)+NP • 12 (Holed pr.pl.)

Tight. bolts: LT=490 + N(5.4 + x)+ NP • 12

B = LC – 35 C = LC + 425

Plates: WP • N (For WP see Data sheet)

Normal Reinforced (LC ≥3600) Type of carrying bar

4890+0.045LC+0.242LT 4900+0.082LC+0.242LT

Partition plate: 185

LOCATION MEDIA CONN.TYPE

�Only connection DN300 in the pressure plate Date0104

No.PS74766–E

Edition3

Dept.TI–SD

PHE–TYPE M30–DFD(ASME)

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

1. Unlined 2.Sheet lining connection

F F

E ED∅

D∅

331

∅

325

∅37

7 ∅

437

∅(D

N30

0)(D

N35

0)

STANDARD D E F

ANSI 150 DN300ANSI 300 DN300ANSI 150 DN350ANSI 300 DN350

432451476 514

7/8” –9 UNC1 1/8”–8UNC1” – 8 UNC 1 1/8”–8UNC

6310583

105

No. of stud bolts

12161220

LOCATION MEDIA CONN.TYPE

Only connection DN300 in the pressure plate Date9901

No.32200–6142

Edition2

Dept.TI–SD

PHE–TYPE M30–DFD(ASME)