m10-b alfa laval asme - lmhrq.com · alfa laval m10 return to phe types m10-b frame types: m10-bw...

Alfa LavalAlfa LavalAlfa Laval M10M10

Return to PHE types

M10-BM10-B

Frame types:

M10-BWM10-BW

Frame types:

M10-

BD

M10-

BD

Frame types:

M10-BW

Refr.

M10-BW

Refr.

Frame types:

M10-

BWREF

M10-

BWREF

Frame types:

M10-BWFG

M10-BWFD SA

M10-BWFD TÜV

M10-BWFD ASME

M10-BWFG

M10-BWFD SA

M10-BWFD TÜV

M10-BWFD ASME

M10-BDFM

M10-BDFG

M10-BDFM

M10-BDFG

M10-BWFGR

M10-BWFDR SA

M10-BWFDR TÜV

M10-BWFDR ASME

M10-BWFGR

M10-BWFDR SA

M10-BWFDR TÜV

M10-BWFDR ASME

M10-BWREFM10-BWREF

M10-MM10-M

Frame types:

M10-MFM

M10-MFMA

M10-MFG

M10-MFGHyg. conn.

M10-MFD SA

M10-MFD TÜV

M10-MFD ASME

M10-MFM

M10-MFMA

M10-MFG

M10-MFGHyg. conn.

M10-MFD SA

M10-MFD TÜV

M10-MFD ASME

M10-BFM

M10-BFMA

M10-BFG

M10-BFGHyg. conn.

M10-BFD SA

M10-BFD TÜV

M10-BFD ASME

M10-BFM

M10-BFMA

M10-BFG

M10-BFGHyg. conn.

M10-BFD SA

M10-BFD TÜV

M10-BFD ASME

DatasheetDatasheet

DatasheetDatasheet

DatasheetDatasheet

DatasheetDatasheet

DatasheetDatasheet

DatasheetDatasheet

Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Support column

Plate pack

Guiding bar

DATA SHEET

PHE–TYPE M10–B

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–M10–B Edition 15 0108

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

The weakest part determines the performance limit of the PHE.

(3) Only for US applications.

(4) Rubber spools in the frame – and pressure plate in NBR (Nitrile) and EPDM are limited to:

Temperature limits: 95°C for NBR105°C for EPDM

(5) Frame plate.

(6) Pressure plate.

(7) Section between two connection plates: Minimum 12plates Section nearest the frame plate: Minimum 6 plates.

Notes

FRAMES M10–B

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

codestandard pressure

plates Material NumberDesign /

Testtemp.

Material Bolt Nutx

sizepressurebar, psig °C

FMA SA DIN PN10 AlMg3 W19 8.8/B7 8/2H 6 x M24/ 8/12 –10 – +100

(4) 6 x M30

TÜV DIN PN10 4 x M30

RSt 37–2 8.8 8/2H + 10 / 13 –10 – +160

DIN PN10 2 x M24 (10 / 15)

FM SA (1)

(4) (2) ANSI 150

TÜV DIN PN16 16 / 21 –10 – +180

(7)SMS, DIN, IDF, 8 x M30

RJT, CLAMP RSt 37–2 8.8/B7 8/2H Max. no.

DIN PN16 6 x M30 16 / 21 of plates:

FG SA ANSI 150 + 2 x M24 (15 / 22.5) –10 – +180 According

(4) (2) (7)SMS, DIN, IDF,

RJT, CLAMP

8.8 8 8 x M24 (1) to dim.sheet

TÜV DIN PN25 8 x M30 –10 – +160

H II / 25 / 33

DIN PN25 SA 516–60 8.8/B7 8/2H

FD SA ANSI 150 (5) 6 x M30 –10 – +160

(2) ANSI 300 (6)

10 x M30

ASME ANSI 300 SA 516–60 10 x 1 1/8” 300 / 450 –40 – +160

(3)

All frames:

� Carrying bars in aluminium or in zink coated carbon steel.

� Supporting column in aluminium or in zink coated carbonsteel.

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

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

(2) Structural steel 37–2 may not be used for heat exchangers processing inflammable, poisonous or corrosive media, which at processing temperature may be in the gas, liquids or solid state. Exception: Heat exchangers which form part of an oil storage fired heating plant.

(10) FKMG may cause corrosion on titanium plates.

(11) Do not use FM frames.

(12) It must never be glued or taped.

(8) Performance limits at stable operating conditions. Quick cooling of the PHE may cause ”cold leakage”. EspeciallyEPDMAL are sensitive.

(9) Do not use FM frames for operating temperatures ex–ceeding 120°C.

Notes

PLATES M10–B GASKETS M10–B

Grade Thick-nessmm

WPweight

kg

Gasketmaterial

Gaskettype

Max.oper.temp.

°C(9)

T(T)

Min.temp.

°C

Rec.temp.

at max.pressure

°CT(P)

Notes

AISI 304 0.4 1.05 NBRB Clip–On 85 –15 50

AISI 316 0.5 1.25 NBRP Clip–On 120 –15 60

AISI 316 0.6 1.5 NBRP Glued 120 –15 60

TI 0.4 0.65

TI 0.5 0.75 EPDMCT (12) Clip–On 150 –25 90 Plates in 0.4mm Ti:

TI 0.6 0.9 T(T) = 110

ALLOY 254 SMO 0.6 1.5 EPDMAL (11) Clip–On 160 –10 100 Not for 0.4mm plates

ALLOY C276 0.6 1.7 NBRHTF Clip–On 135 –10 70

FKMG Clip–On 130 –5 90 0.4 Ti / T(T) = 110,

(10) (11) FD / 0.6 / T(T) = 150

Plate area: 0.24 m2 Glued 100 90

Volume per channel: 0.66 l HNBR (Hydro– Clip–On 160 –5 100

Free channel: 2.55 mm genated nitrile) Glued 140 –5 100

PERFORMANCE LIMITS M10–B PLATES (8) See sheet A3–05c in Chapter A3

Platematerial

Thicknessmm

Max. Testpressure

Max. Design pressure(bar)

At max. operating temperature

(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

ALLOY C276

0.4

0.5

0.6

0.4

0.5

0.6

0.6

0.6

18.0

26.0

33.0

13.0

21.0

26.0

33.0

33.0

14.0

20.0

25.0

10.0

16.0

20.0

25.0

25.0

12.0

17.0

22.0

8.5

14.0

17.0

22.0

22.0

10.0

14.0

18.0

8.0

12.0

14.0

18.0

18.0

8.0

10.0

10.0

5.0

10.0

10.0

10.0

10.0

All dimensions in mm

470

225231�� ANSI 150

120

60071

921

5

600

1084

S4 S1

S2S3

Recom-mendedfree spac e foropenin g andclosing

��M

30

�M

24

LT

LT

LC

30 30A

10

H

600

C

B30

3 holes ø28 for M24foundation bolts40

70

30

70

40

420

460

Nuts and bolts46�� 36�across flats

STANDARD LENGTHS (SEE FIG. ABOVE)

M24

Max. no. of plates

SYMBOLS USED IN THE TABLES AND FORMULAS BELOW

Tightening boltsLT

Main dimensions

X = 0.6 LC H B C

N = No. of plates X = Thickness of plate material

X = 0.5

260335

450435585

750725935

1050

1350

16001650

35486470

107130136140190207213279296349350415

500

650

900

1250

1600

2100

575

725

975

1325

1675

2175

505

655

905

1255

1605

2105

35496672

110133139144195212218285304357359426

36506874

113136143148200218224293311366368436

X = 0.4

695

845

1095

1445

1795

2295

1”/M30

STANDARD D E F

DIN 2501 PN10ANSI 150

180191

M165/8” 11 UNC

6067

CONNECTION TYPES IN FRAME PLATE1. Unlined 2. Sheet lining 3. Rubber spool

connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157

CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F

PLATE PACKAGE LENGTHS

A = N(2.55 + X)

FRAME WEIGHTS (IN KG)

LENGTHS ACCORDING TO SPECIFICATION

Carrying bars: LC = 355 + N(3.6 + X) H = LC + 70Tight. bolts: LT = 135 + N(3.6 + X) (M24, SA) B = LC + 5

LT = 180 + N(3.6 + X) (M30) C = LC + 195

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

Zinc coated carbon steel AluminiumType of carrying bar

240 + 0.03LC + 0.025LT 240 + 0.01LC + 0.025LT

LOCATION MEDIA CONN.TYPE

Connections in pressure plate see reverse side. Date9802

No.PS74550–E

Edition7

Dept.TI–SD

PHE–TYPE M10–BFM

CONNECTION TYPES IN PRESSURE PLATE

DIN PN16 Loose flange with welding collar (not delivered with the PHE)according to DIN 2642.

1. Unlined connection 2. Sheet lining 3. Rubber spool

ANSI 150 Loose flange with stub end (not delivered with the PHE)according to MSS SP–43, Sch 10S.


Special loose flange.Delivered with the PHE.

168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4


470

225231�� ANSI 150

120

600

719

215

600

1084

S4 S1

S2S3Recommendedfree space foropenin g andclosing

��

M30

�M

24

LT

LT

LC

30 30A

10

H

600

C

B30

3 holes ø28 for M24foundation bolts

40

70

30

70

40

420

460


CONNECTION TYPES IN FRAME PLATE CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F


180191

M165/8” 11 UNC

6067

1. Unlined 2. Sheet lining 3. Rubber spoolconnection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


Date9802

No.32200–0097

Edition7

Dept.TI–SD

QUOTATION NO.ORDER NO.

ITEM NO.

CALCULATION NO.

PREPARED CHECKED APPROVED

Connections in pressure plate see reverse side.

PHE–TYPE M10–BFMAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4


470

225

120

60071

921

5

600

1084

S4 S1

S2S3


��M

30�M

24 LT

LT

LC

45 45A

10

H

600

C

B30


70

30

70

40

420

460


Note!Frame and pressure plate in aluminium material.

♦ Thickness of supported partition plate is 45 mm.


M24

Max. no. of plates


Tightening boltsLT

Main dimensions

X = 0.6 LC H B CX = 0.5

405

595

7801050

13501350

1650

5767

102126146210271282293343

650

900

1250

1600

735

985

1335

1685

5868

105129150215278289300351

6070

108133154220285296308360

X = 0.4M30

655

905

1255

1605

860

1110

1460

1810

N = No. of plates X = Thickness of plate materialNP= No. of partition plates

STANDARD D E F

DIN 2501 PN10 180 M16 60


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

8

∅87 ∅14

4

∅D

E

F



No.PS74657–E

Edition1

Dept.TI–DS


A = N(2.55 + X) + NP • (4 alt.45)♦



Carrying bars: LC = 370 + N(3.6 + X) + NP • ⟨4 alt.45)♦Tight. bolts: LT = 165 + N(3.6 + X) + NP • (4 alt.45)♦ (M24)

LT = 210 + N(3.6 + X) + NP • (4 alt.45)♦ (M30)

C = LC + 210 H = LC + 85 B = LC + 5



130 + 0.03LC + 0.025LT 130 + 0.01LC + 0.025LT

Supported partition plate: 60

PHE–TYPE M10–BFMA





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

M20

90

35

∅18

5

∅87

∅14

4


470

225

120

600

719

215

600

1084

S4 S1

S2S3Recommendedfree spac e foropenin g andclosing

��M

30�M

24 LT

LT

LC

45 45A

10

H

600

C

B30


70

30

70

40

420

460




STANDARD D E F

DIN 2501 PN10 180 M16 60


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

8

∅87 ∅14

4

∅D

E

F



No.32200–5391

Edition1

Dept.TI–SD

PHE–TYPE M10–BFMA





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

M20

90

35

∅18

5

∅87

∅14

4


470

225231 ANSI 150

120

60071

921

5

600

1084

S4 S1

S2S3

Recom-mendedfree space foropening andclosing

M30

M24

LT

LT

LC

40 40A

10

H

600

C

B30


70

30

70

40

420

460

Nuts and bolts46 36across flats


M24

Max. no. of plates


Tightening boltsLT

Main dimensions

X = 0.6 LC H B C


X = 0.5

260335

450435585

750725935

1050

1300 1350

16501800

1950

2238516091

113115121166179187243262306350369

500

650

900

1250

1600

2100

585

735

985

1335

1685

2185

505

655

905

1255

1605

2105

2339526193

115117124170183191248267313358377

2340536296

118120127173187196253273320366385

X = 0.4

705

855

1105

1455

1805

2305

1”/M30

STANDARD D E F


180191

M165/8” 11 UNC

6067


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


A = N(2.55 + X)



Carrying bars: LC = 370+ N(4.1 + X) H = LC + 85Tight. bolts: LT = 155 + N(4.1 + X) (M24, SA) B = LC + 5

LT = 210 + N(4.1 + X) (M30) C = LC + 205



320 + 0.03LC + 0.039LT 320+ 0.01LC + 0.039LT



No.PS74766–E

Edition1

Dept.TI–SD

PHE–TYPE M10–BFG







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4

470

225231 ANSI 150

120

600

719

215

600

1084

S4 S1

S2S3Recommendedfree space foropening andclosing

M30

M24

LT

LT

LC

40 40A

10H

600

C

B30


40

70

30

70

40

420

460



S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F


180191

M165/8” 11 UNC

6067


F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


Date9812

No.32200–6191

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.



PHE–TYPE M10–BFGAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4

Recommended

free space for

opening and

closing


470231225

ANSI 150

600

120

S4 S171

921

5

1084

600

150

S3 S2

LC4040

M24A

DAAAB

LT

M30

600

H

C

B 70

10

30

70

40 30

420

460

40

ø28


M24

Max. no. of platesTightening boltsLT

Main dimensions

X = 0.6 LC H B CX = 0.5

260335

450435585

750725935

1050

1350

16001650

2238516091

113115121166179187243262306350369

500

650

900

1250

1600

2100

580

730

980

1330

1680

2180

505

655

905

1255

1605

2105

2339526193

115117124170183191248267313358377

2340536296

118120127173187196253273320366385

X = 0.4

765

915

1165

1515

1865

2365

M30

N = No. of platesNc = No. of connection platesX = Thickness of plate material

When connection plates:Reduce max. No. of plateswith 24 plates / conn. plate.



A = N(2.55 + X) + Nc •100



Carrying bars: LC = 370 + N(4.1 + X) + Nc •100Tight. bolts: LT (M24, SA) = 155 + N(4.1 + X) + Nc •100

LT (M30) = 210 + N(4.1 + X) + Nc •100 H = LC + 80 B = LC + 5 C = LC + 265

Plates: WP • N (For WP see Data sheet)Connection plate: 40


320 + 0.03LC + 0.039LT 320 + 0.01LC + 0.039LT


Date9812

No.PS74771–E

Edition1

Dept.TI–SD


D

F

STANDARD DIN 100SMS 101.6 IDF101.6 RJT 101.6 CLAMP 4”

115 110 101.5 101.8 101.5

35 21.531.821.530

CLAMP 4” DK

112 32

D

F

Note! ∅ 76mm connections in connection plate

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

A11

A12

A14

A13

A11V

Connection plate

A14V

A12VA13V

For floor mounted units itis not possible to usedouble corner and singlecorner in position A12Vand A13V.

Note!


Hygienic connection

Recommended

free space for

opening and

closing

3 holes ø28 ø28 forM20foundation bolts

470

231225

ANSI 150

600

120

S4 S1

719

215

1084

600

150

S3 S2

LC4040

M24

A

DAAAB

LT

M30

600

H

C

B 70

10

30

70

40 30

420

460

40ø28

CONNECTION TYPES CONNECTION LOCATIONS

S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

A11

A12

A14

A13

A11V

Connection plate

D

F


115 110 101.5 101.8 101.5

35 31.8

CLAMP 4” DK

112 32


30 21.5 21.5

A14V

A13VA12V

D

F

Note!For floor mounted units itis not possible to usedouble corner and singlecorner in position A12Vand A13V.



Hygienic connection

Date9812

No.32200–6281

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.


Recommended

free space for

opening and

closing


470

231225

ANSI 150

600

120

S4 S1

719

215

1084

600

150

S3 S2

LC4040

M24

A

DAAAB

LT

M30

600

H

C

B 70

10

30

70

40 30

420

460

40ø28

AC


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

A11

A12

A14

A13

A11V

Connection plate

D

F


115 110 101.5 101.8 101.5

35 31.8

CLAMP 4” DK

112 32


30 21.5 21.5

A14V

A13V

A12V

A21

A22

A24

A23

A21VA24V

A23V

A22V

D

F

Note!For floor mounted units it is notpossible to use double cornerand single corner in positionA12V,A13V,A22V and A23V .



Hygienic connection

Date9812

No.32200–6291

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.


Recom-

mended

free space for

opening and

closing


470231225

ANSI150

600

120

S4 S1

719

215

1084

600

150

S3 S2

LC4040

M24A

DAAAB

LT

M30

600

H

C

B 70

10

30

70

40 30

420

460

40

ø28

ACAD


D

F


115 110 101.5 101.8 101.5

35 31.8

CLAMP 4” DK

112 32


30 21.5 21.5

S4S1

S3S2

Frame plate

A11

A12

A14

A13

A11V

Connection plate

A14V

A13V

A12V

A21

A22

A24

A23

A21V

A24V

A23V

A22V

Pressure plate

T4T1

T3T2

A31

A32

A34

A33

A31VA34V

A33V

A32V

D

F

Note!For floor mounted units it is notpossible to use double cornerand single corner in positionA12V,A13V,A22V,A23V,A32V andA33V.



Hygienic connection

Date9812

No.32200–6301

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.


600 600 600

470231

981

719

131

120

LCA45 45

LT

M30

10

62

B

CH

30 70

40

40

100

70

420

460

∅ 28 for M20foundation bolts

S4 S1

S2S3

Nuts and bolts46 across flats

This fieldshould bekept free

from fixedinstallations

Recommendedfree space foropening andclosing


LT

Max. no. of plates


Tightening boltsM30

Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

315767

126129200210271293343412

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

325968

129132205215278300351422

336070

133135210220285308360433

X = 0.4

800

9501200

1550

1900

2400

STANDARD D KE F1


190191

168–

M205/8” 11 UNC

7567

CONNECTION TYPES IN FRAME PLATE1. Unlined connection 2. Sheet lining

F1 F1

F2 F2

E

E

E

E

9085

∅10

0 ∅D

∅D

∅D

∅D

∅96 ∅15

7

∅10

0 ∅K

∅K

∅96

∅14

9


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

Distance only for DIN PN25

F2

150–


A = N(2.55 + X)



Carrying bars: LC = 370 + N(3.6 + X) H = LC + 90Tightening bolts: LT = 210 + N(3.6 + X) B = LC + 5

C = LC + 300



303 + 0.03LC + 0.039LT 303 + 0.01LC + 0.039LT



No.PS74552–E7

Edition7

Dept.TI–DS

PHE–TYPE M10–BFD SAAll dimensions in mm



1. Unlined connection 2. Sheet lining




168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

85

35

85

35

600 600 600

470

23198

1

719

131

120

LCA45 45

LT

M30

1085

B

C

H

30 7040

40

100

70

420

460


S4 S1

S2S3


This fieldshould bekept freefrom fixedinstallations


STANDARD D KE F1


190191

162–

M205/8” 11 UNC

7567


F1 F1

F2 F2

E

E

E

E

9085

∅10

0 ∅D

∅D

∅D

∅D

∅96 ∅15

7

∅10

0 ∅K

∅K

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


F2

160–



Date9612

No.32200–0227

Edition7

Dept.TI–DS


ITEM NO.

CALCULATION NO.


PHE–TYPE M10–BFD SAAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

85

35

85

35

600 600 600

470

231

981

719

131

120

LC

A45 45

LT

M30

10

85

B

C

H

30 70

40

40

100

70

420

460


S4 S1

S2S3


This fieldshould bekeptfreefrom fixedinstallations



LT

Max. no. of plates


Tightening bolts1 1/8” / M30

Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

305565

125126198208269292340411

500

650900

1250

1600

2100

585

735985

1335

1685

2185

505

655905

1255

1605

2105

305667

128129202213276299349421

315869

131133208219283306358431

X = 0.4

810

9601210

1560

1910

2410


75 75

160 160

M20

M20

M20

M20

9085

∅10

0 ∅19

0

∅19

0

∅19

0

∅19

0

∅96 ∅

157

∅10

0

∅16

2

∅16

2

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


A = N(2.55 + X)




C = LC + 300



345 + 0.03LC + 0.039LT 345 + 0.01LC + 0.039LT



No.PS74562–E4

Edition4

Dept.TI–MS

PHE–TYPE M10–BFD TÜVAll dimensions in mm





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

600 600 600

470

231

981

719

131

120

LC

A45 45

LT

M30

10

62

B

C

H

30 70

40

40

100

70

420

460∅ 28 for M20foundation bolts

S4 S1

S2S3





75 75

150 150

M20

M20

M20

M20

9085

∅10

0 ∅19

0

∅19

0

∅19

0

∅19

0

∅96 ∅

157

∅10

0

∅17

8

∅17

8

∅96

∅14

9


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2



Date9401

No.32200–1184

Edition4

Dept.TI–MS


ITEM NO.

CALCULATION NO.


PHE–TYPE M10–BFD TÜVAll dimensions in mm





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

M30

1 1/

8” 7

UN

C

600 600 600

470231

1084 719

215

134

LCA45 45

LT

10

62

BC

H

30 70

40

40

100

70

420

460


S4 S1

S2S3





LT

Max. no. of plates



Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

315767

126129200210271293343412

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

325968

129132205215278300351422

336070

133135210220285308360433

X = 0.4

815

9651215

1565

1915

2415


76 76

165 165

3/4”

9085

∅10

0 ∅20

0

∅20

0

∅20

0

∅20

0

∅96 ∅

157

∅10

0

∅17

8

∅17

2

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T23/

4”

3/4”

3/4”

10 U

NC

10 U

NC

10 U

NC

10 U

NC


A = N(2.55 + X)




C = LC + 315



330 + 0.03LC + 0.052LT 330 + 0.01LC + 0.052LT



No.PS74565–E6

Edition6

Dept.TI–DS

PHE–TYPE M10–BFD ASMEAll dimensions in mm





168

168

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

75

35

75

35

600 600 600

470

231

1084

719

215

134

LC

A45 45

LT

M30

10

85

B

C

H

30 70

40

40

100

70

420

460∅ 28 for M20

foundation bolts

S4 S1

S2S3



Recommendedfree space foropening andclosing 1

1/8”

–7 U

NC


76 76

165 165

3/4”

9085

∅10

0 ∅20

0

∅20

0

∅20

0

∅20

0

∅96 ∅15

7

∅10

0

∅17

2

∅17

2

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


10 U

NC

3/4”

10 U

NC

3/4”

10 U

NC

3/4”

10 U

NC


Date9612

No.32200–0235

Edition5

Dept.TI–DS


ITEM NO.

CALCULATION NO.


PHE–TYPE M10–BFD ASMEAll dimensions in mm



168

168



3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

75

35

75

35

Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Support column

Plate pack

Guiding bar

DATA SHEET

PHE–TYPE M10–BW

plate pack is pressed together by means of tightening bolts. Theframe 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 twin plates.


The plate heat exchanger consist of a heat transfer surface withalterning welded channels and traditional gasketed channels.

The aggresive medium flows in a channel which is formed bywelding the reverse side of two plate grooves to each other. Theonly gaskets in contact with this medium are two circular ringgaskets between the welded twin plate.

Ring gaskets have been developed in highly resistant elasto-mer and non–elastomer materials. The channels containing thenon–aggresive secondary medium are sealed by traditionalgaskets.

The frame consist of two heavy covers of painted carbon steel(the frame plate and the pressure plate) between which the

Standard design

A1–M10–BW Edition 19 0108

Notes



(1) Structural steel 37–2 may not be used for heat exchangersprocessing inflammable, poisonous or corrosive media, which at processing temperature may be in the gas, liquidsor solid state. Exception: Heat exchangers which form partof an oil storage fired heating plant.


(3) Frame plate.

(4) Pressure plate.

All frames:

� Carrying bars and supporting column in zinc coated carbonsteel.

The edges of the carrying bar slot on welded cassettes arescratching and gripping the surface of alumina carrying bars. For this reason alumina carrying bars have been re–placed with zinc coated carrying bars on all M10–BW frames.M24 tightening bolts have also been replaced with M30 bolts on M10–BW frames due to problems with seizing.

� The maximum pressure ratings are valid for plate packs with minimum 10 cassettes.

FRAMES M10–BW




Testtemp.

Material Bolt Nutx


TÜV DIN PN16

RSt 37–2 8.8/B7 8/2H 8 x M30 16 / 21 –10 – +180 Max. no.

of plates:

FG SA DIN PN16 According

(1) ANSI 150 to dim. sheet.

TÜV DIN PN25 8 x M30 –10 – +160

H II / 25 / 33

DIN PN25 SA 516–60 8.8/B7 8/2H

FD SA ANSI 150 (3) 6 x M30 –10 – +160

ANSI 300 (4)

10 x M30

ASME ANSI 300 SA 516–60 10 x 1 1/8” 300 / 450 –40 – +160

(2)

(5) FKMG may cause corrosion on titanium plates.FKMS may cause corrosion on titanium plates.

(6) Max. no. of cassettes: 150. (7) It must never be glued or taped.

Notes

PLATES M10–BW GASKETS M10–BW

Grade Thick-nessmm

WPweight

kg

Gasketmaterial

Gaskettype

Max.oper.temp.

°C

T(T)

Min.temp.

°C

Rec.temp.

at max.pressure

°CT(P)

Ring gasket material

AISI 316 0.5 2.50 EPDMC (7) Clip–On 160 –25 100

AISI 316 0.6 3.00NBRP Clip–On 130 –15 65

TI

TI

0.5

0.6

1.50

1.75 Clip–On 135 –10 70 NBRHTF

ALLOY C276 0.6 3.30 Clip–On

Clip–On

130

135

–5 0

90

90

FKMG (5) FKMS (5)

Plate area: 0.24 m2 Clip–On 110 –30 50 CR

Volume per channel: 0.63 l 150 0 100 PTFE + EPDMAL (6)

Free channel: 2.4 mm 150 0 100 PTFE + FPMAL (5) (6)

PERFORMANCE LIMITS M10–BW TWIN PLATES See sheet A3–05c in Chapter A3

Platematerial

Thick–ness

Gasket Side Max.Test


At max. operatingtemperature

mm pressure(bar) SA, TÜV

P(P)

ASME

P(P)


P(T)

Max.operatingdifferentialpressure

(bar)DP(T)

AISI 316

AISI 316

AISI 316

AISI 316

AISI 316

0.5

0.5

0.6

0.6

0.6

Elastomer

Welded / Rubber

Elastomer

Welded / Rubber

Welded / PTFE + Rubber

G

W

G

W

W

26.0

33.0

36.0

41.5

15.5

20.0

25.0

27.0

31.0

10.4

17.0

22.0

24.0

27.5

10.4

14.0

18.0

19.0

21.0

5.0

10.0

18.0

10.0

21.0

5.0

TI

TI

TI

TI

TI

0.5

0.5

0.6

0.6

0.6

Elastomer

Welded / Rubber

Elastomer

Welded / Rubber


G

W

G

W

W

21.0

21.0

26.0

32.0

12.0

16.0

16.0

20.0

24.5

8.0

14.0

14.0

17.0

21.0

8.0

12.0

12.0

14.0

14.0

4.0

10.0

12.0

10.0

14.0

4.0

ALLOY C276

ALLOY C276

ALLOY C276

0.6

0.6

0.6

Elastomer

Welded / Rubber


G

W

W

33.0

36.0

15.5

25.0

27.5

10.4

22.0

24.0

10.4

18.0

19.0

5.0

10.0

19.0

5.0


470

225231 ANSI 150

120

60071

921

5

600

1084

S4 S1

S2S3


M30

M24

LT

LT

LC

40 40A

10

H

600

C

B30


70

30

70

40

420

460



Max. no. of twin plates


Tightening boltsLT

Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

16303568

106111144156182219

500

650900

1250

1600

2100

580

730980

1330

1680

2180

505

655905

1255

1605

2105

17313670

109114148160187225

710

8601110

1460

1810

2310

M30

STANDARD D E F


180191

M165/8” 11 UNC

6067

CONNECTION TYPES IN FRAME PLATE1.Sheet lining

F

E

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

88


A = N(4.8 + 2X) + 4



Carrying bars: LC = 370 + N(6.7 + 2X) H = LC + 80Tight. bolts: LT = 210 + N(6.7 + 2X) B = LC + 5

C = LC + 210



320 + 0.03LC + 0.039LT 320+ 0.01LC + 0.039LT



No.PS74769–E

Edition1

Dept.TI–SD

PHE–TYPE M10–BWFG



1. Sheet lining


2. Sheet lining


168

168

90

35

M20

∅18

5

∅96

∅15

7

3/4”

–10

UN

C

∅18

5

∅96

∅15

7

85

35

470

225231 ANSI 150

120

600

719

215

600

1084

S4 S1


M30

M24

LT

LT

LC

40 40A

10H

600

C

B30


40

70

30

70

40

420

460



S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F


180191

M165/8” 11 UNC

6067

1.Sheet lining

F

E

∅D

∅96 ∅

157

No. of stud bolts

88


Date9812

No.32200–6221

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.



PHE–TYPE M10–BWFGAll dimensions in mm



1. Sheet lining


2. Sheet lining


168

168

90

35

M20

∅18

5

∅96

∅15

7

3/4”

–10

UN

C

∅18

5

∅96

∅15

7

85

35

600 600 600

470231

981

719

131

120

LCA45 45

LT

M30

10

85

B

CH

30 70

40

40

100

70

420

460


S4 S1

S2S3






LT



Tightening boltsM30

Main dimensions

X = 0.6 LC H B C

N = No. of twin plates X = Thickness of plate material

X = 0.5

450

7501050

1350

1650

1630356768

106111144156182219

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

1731366970

109114148160187225

810

9601210

1560

1910

2410

STANDARD D KE F1


190191

162–

M205/8” 11 UNC

7573

CONNECTION TYPES IN FRAME PLATE1. Sheet lining

F1

F2

E

E

90

∅D

∅D

∅96 ∅

157

∅K

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


F2

160–


A = N(4.8 + 2X) + 4



Carrying bars: LC = 370 + N(6.7 + 2X) H = LC + 90Tightening bolts: LT = 210 + N(6.7 + 2X) B = LC + 5

C = LC + 300



303 + 0.03LC + 0.039LT 303 + 0.01LC + 0.039LT



No.PS74580–E5

Edition5

Dept.TI–MS

PHE–TYPE M10–BWFD SAAll dimensions in mm



1. Sheet lining


2. Sheet lining


168

168

90

35

M20

∅18

5

∅96

∅15

7

3/4”

–10

UN

C

∅18

5

∅96

∅15

7

75

35

600 600 600

470

23198

1

719

131

120

LCA45 45

LT

M30

1085

B

C

H

30 7040

40

100

70

420

460


S4 S1

S2S3




STANDARD D KE F1


190191

162–

M205/8” 11 UNC

7573


F1

F2

E

E

90

∅D

∅D

∅96 ∅

157

∅K

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


F2

160–



Date9401

No.32200–1164

Edition4

Dept.TI–MS


ITEM NO.

CALCULATION NO.


PHE–TYPE M10–BWFD SAAll dimensions in mm



1. Sheet lining


2. Sheet lining


168

168

90

35

M20

∅18

5

∅96

∅15

7

3/4”

–10

UN

C

∅18

5

∅96

∅15

7

75

35

600 600 600

470

231

981

719

131

120

LC

A45 45

LT

M30

10

85

B

C

H

30 70

40

40

100

70

420

460


S4 S1

S2S3





LT



Tightening boltsM30

Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

1629356667

105111143155181218

500

650900

1250

1600

2100

585

735985

1335

1685

2185

505

655905

1255

1605

2105

1630366869

108114147159186224

810

9601210

1560

1910

2410


75

160

M20

M20

90

∅19

0

∅19

0

∅96 ∅

157

∅16

2

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


A = N(4.8 + 2X) + 4




C = LC + 300

Twin plates: WP • N (For WP see Data sheet)


345 + 0.03LC + 0.039LT 345 + 0.01LC + 0.039LT



No.PS74579–E5

Edition5

Dept.TI–MS

PHE–TYPE M10–BWFD TÜVAll dimensions in mm



1. Sheet lining


168

168

90

35

M20

∅18

5

∅96

∅15

7

600 600 600

470

231

981

719

131

120

LC

A45 45

LT

M30

10

62

B

C

H

30 70

40

40

100

70

420

460∅ 28 for M20foundation bolts

S4 S1

S2S3




CONNECTION TYPES IN FRAME PLATE1.Sheet lining

75

150

M20

M20

90

∅19

0

∅19

0

∅96 ∅

157

∅17

8

∅96

∅14

9


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2



Date9401

No.32200–1214

Edition4

Dept.TI–MS


ITEM NO.

CALCULATION NO.


PHE–TYPE M10–BWFD TÜVAll dimensions in mm





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

M30

1 1/

8” 7

UN

C

600 600 600

470231

1084 719

215

134

LCA45 45

LT

10

85

BC

H

30 70

40

40

100

70

420

460


S4 S1

S2S3





LT



Tightening boltsM30

Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

1630356768

106111144156182219

500

650900

1250

1600

2100

585

735985

1335

1685

2185

505

655905

1255

1605

2105

1731366970

109114148160187225

824

9741224

1574

1924

2424


80

164

90

∅20

0

∅20

0

∅96 ∅

157

∅17

2

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T23/

4”

3/4”

10 U

NC

10 U

NC


A = N(4.8 + 2X) + 4




C = LC + 300



330 + 0.03LC + 0.052LT 330 + 0.01LC + 0.052LT



No.PS74581–E6

Edition6

Dept.TI–MS

PHE–TYPE M10–BWFD ASMEAll dimensions in mm



1. Sheet lining


168

168

3/4”

–10

UN

C

∅18

5

∅96

∅15

7

75

35

600 600 600

470

231

1084

719

215

134

LC

A45 45

LT

M30

10

85

B

C

H

30 70

40

40

100

70

420

460∅ 28 for M20

foundation bolts

S4 S1

S2S3




1/8”

–7 U

NC


80

164

90

∅20

0

∅20

0

∅96 ∅

157

∅17

2

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


3/4”

10 U

NC

3/4”

10 U

NC


Date9401

No.32200–1224

Edition4

Dept.TI–MS


ITEM NO.

CALCULATION NO.


PHE–TYPE M10–BWFD ASMEAll dimensions in mm



168

168


1. Sheet lining

3/4”

–10

UN

C

∅18

5

∅96

∅15

7

75

35

Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Support column

Plate pack

Guiding bar

DATA SHEET

PHE–TYPE M10–BD




The double–wall plate heat exchanger works on the same prin-ciple as a conventional plate heat exchanger but differs in thatthe single plates between the two media are replaced by platepairs consisting of two plates stacked on top of each other andwelded around the portholes. The channels then formed by as-sembling welded plate pairs in a plate pack are conventionalchannels sealed by gaskets in the traditional manner.


Standard design

A1–M10–BD Edition 12 0108

Notes

All frames:

� Carrying bars in zink coated carbon steel.

The edges of the carrying bar slot on double wall plates arescratching and gripping the surface of alumina carrying bars. For this reason alumina carrying bars have been re–placed with zinc coated carrying bars on all M10–BDframes.



(1) For Marine application: The Test pressure is 1.5 x Designpressure.

(2) Structural steel 37–2 may not be used for heat exchangersprocessing inflammable, poisonous or corrosive media, which at processing temperature may be in the gas, liquidsor solid state. Exception: Heat exchangers which form partof an oil storage fired heating plant.



(3) Rubber spools in the frame – and pressure plate in NBR

(Nitrile) and EPDM are limited to:


FRAMES M10–BD




Testtemp.

Material Bolt Nutx


TÜV DIN PN10 4 x M30

RSt 37–2 8.8 8/2H + 10 / 13 –10 – +160

DIN PN10 2 x M24 (10 / 15)

FM SA (1)

(3) (2) ANSI 150

TÜV DIN PN16 16 / 21 –10 – +180

8 x M30

RSt 37–2 8.8/B7 8/2H Max. no.



(3) (2) 8.8 8 8 x M24 (1) to dim. sheet.

Notes

(4) Performance limits at stable operating conditions. Quick cooling of the PHE may cause ”cold leakage”.


(6) FKMG may cause corrosion on titanium plates (7) Do not use FM frames. (8) It must never be glued or taped.

Notes

PLATES M10–BD GASKETS M10–BD

Grade Thicknessmm

WPweight

kg

Gasketmaterial

Gaskettype

Max.oper.temp.

°C(5)

T(T)

Min.temp.

°C

Rec.temp.

at max.pressure

°CT(P)

Notes

AISI 304 0.8 2.10

AISI 316 0.8 2.10 NBRP Clip–On 120 –15 60

TI 0.8 1.3 NBRP Glued 120 –15 60

(2 x 0.4) EPDMCT (8) Clip–On 150 –25 90 Plates in 0.4mm Ti:

T(T) = 110

FKMG (6) (7) Clip–On 130 –5 90 0.4 Ti / T(T) = 110

Plate area: 0.24 m2 Glued 100 90

Volume per channel: 0.66 l

Free channel: 2.55 mm

Flow: Parallel HNBR (Hydro– Clip–On 160 –5 100

genated nitrile) Glued

PERFORMANCE LIMITS M10–BD PLATES (4) See sheet A3–05c in Chapter A3

Platematerial

Thicknessmm

Max. Testpressure



(bar) SA, TÜV

P(P)

ASME

P(P)


P(T)


pressure (bar)DP(T)

AISI 304/316

TI

0.8

0.8

18.0

13.0

14.0

10.0

12.0

8.5

10.0

8.0

8.0

5.0


470

225231�� ANSI 150

120

60071

921

5

600

1084

S4 S1

S2S3


��M

30

�M

24

LT

LT

LC

30 30A

10

H

600

C

B30


70

30

70

40

420

460

( +13mm for ANSI 150 )


STANDARD D E F


180191

M165/8” 11 UNC

6067


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


A = N x 3.35



Carrying bars: LC = 355 + N x 4.4 H = LC + 70Tight. bolts: LT = 135 + N x 4.4 (M24, SA) B = LC + 5

LT = 180 + N x 4.4 (M30) C = LC + 195



240 + 0.03LC + 0.025LT 240 + 0.01LC + 0.025LT



No.PS74748–E

Edition1

Dept.TI–SD


M24

Max. no. of plates


Tightening boltsLT

Main dimensions

LC H B C


260335

450435585

750725935

1050

1350

1600 1650

500

650

900

1250

1600

2100

575

725

975

1325

1675

2175

505

655

905

1255

1605

2105

33456167

102124130134182198203266283332396

2 x 0.4

695

845

1095

1445

1795

2295

1”/M30

PHE–TYPE M10–BDFM







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4


470

225231�� ANSI 150

120

600

719

215

600

1084

S4 S1


��

M30

�M

24

LT

LT

LC

30 30A

10

H

600

C

B30


40

70

30

70

40

420

460

( +13mm for ANSI 150 )



S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F


180191

M165/8” 11 UNC

6067


F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


Date9710

No.32200–5431

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.



PHE–TYPE M10–BDFMAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4


470

225231 ANSI 150

120

60071

921

5

600

1084

S4 S1

S2S3


M30

M24

LT

LT

LC

40 40A

10

H

600

C

B30


70

30

70

40

420

460



M24

Max. no. of plates


Tightening boltsLT

Main dimensions

LC H B C

N = No. of plates

2 x 0.4mm

260335

450435585

750725935

1050

1300 1350

16501800

1950

500

650

900

1250

1600

2100

585

735

985

1335

1685

2185

505

655

905

1255

1605

2105

705

855

1105

1455

1805

2305

1”/M30

2137495788

108110116159171179233251295336353

STANDARD D E F


180191

M165/8” 11 UNC

6067


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


A = N x 3.35



Carrying bars: LC = 370 + N x 4.9 H = LC + 85Tight. bolts: LT = 155 + N x 4.9 (M24, SA) B = LC + 5

LT = 210 + N x 4.9 (M30) C = LC + 205



320 + 0.03LC + 0.039LT 320+ 0.01LC + 0.039LT



No.PS74768–E

Edition1

Dept.TI–SD

PHE–TYPE M10–BDFG







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4

470

225231 ANSI 150

120

600

719

215

600

1084

S4 S1


M30

M24

LT

LT

LC

40 40A

10H

600

C

B30


40

70

30

70

40

420

460



S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F


180191

M165/8” 11 UNC

6067


F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


Date9812

No.32200–6211

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.



PHE–TYPE M10–BDFGAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4

Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Support column

Plate pack

Guiding bar

DATA SHEET

PHE–TYPE M10–BWRefrigeration

plate pack is pressed together by means of tightening bolts. Theframe 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 twin plates.


The plate heat exchanger consist of a heat transfer surface withalterning welded channels and traditional gasketed channels.

The aggresive medium flows in a channel which is formed bywelding the reverse side of two plate grooves to each other. Theonly gaskets in contact with this medium are two circular ringgaskets between the welded twin plate.

Ring gaskets have been developed in highly resistant elasto-mer and non–elastomer materials. The channels containing thenon–aggresive secondary medium are sealed by traditionalgaskets.

The frame consist of two heavy covers of painted carbon steel(the frame plate and the pressure plate) between which the

Standard design

A1–M10–BW Ref Edition 2 0101

Plate/Gasket Selection M10-BWRefrigerant on welded sideRefrigerant mixed with normal compressor oil Ð type mineral oil with low aromatic contents or synthetic oils as named in the graphs.

AISI 316 0.6 3.0

Max. design press. / Test press. Gasket side Welded side

M10-BW plate data:

27 / 36 31 / 41.5

CassetteWeight, kg

Titanium 0.6 1.75 20 / 26 25 / 32

Area / plate 0.24 m2 Max Design Pressure =Max Test Pressure/1.3Volume / chan. 0.63 l

Free chan. 2.40 mm

Plate type

For other refrigerants than R22 and NH3 and withdifferent possible oil types in combination please seethe ring gasket selection table separately.It includes max/min gas temp. and max/min cond/evappressures.

Date: 0012Edition: 4 Dept.: HVAC&R

AISI 304 0.6 3.0 27 / 36 31 / 41.5

250

20

40

60

80

100

120

140

-20

-40

5 10 15 20 30

bar abs

¡C

Saturatio

n

CR

CR

NBRLT

NBRLT

316 0.6

Ti 0.6

R22 & Oil, type mineral-oil and Esther oilRing gaskets, welded side

For higher R22 temp.please contact Alfa Laval

304 0.6

250

20

40

60

80

100

120

140

-20

-40

5 10 15 20

bar abs

¡C

EPDM

NBRHT

NBRLT

Water like mediaGasketed side

30

316 0.6

Ti 0.6

EPDM 304 0.6

NBRLT

NBRHT

250

20

40

60

80

100

120

140

-20

-40

5 10 15 20 30

bar abs

¡C

Saturatio

n

HNBR

CR

NBRLT Ti 0.6

316 0.6

NH3 + OilRing gaskets, welded side

304 0.6

NBRLT

HNBR

CR

EPDM & PAG oil

EPDM & PAG oil

OIL TYPE 3) 5) MO 3) 5) PAO 3) 5) POE (1 3) 5) PAG (6 3) 5) AB PVE (2COMBINED

RING Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond TevapGASKET max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C

Chloropren 80 20/50 -30 80 20/50 -30 80 20/50 -30 80 20/50 -30HNBR 120 20/50 10 120 20/50 10 120 20/50 10 120 20/50 10LTNBR 35 12/30 -45 35 12/30 -45 35 12/30 -45 35 12/30 -45EPDM 135 22/55 -25

Chloropren 80 20/58 -30 80 20/58 -30 80 20/50 -30 80 20/50 -30 80 20/58 -30HNBR 120 20/58 10 120 20/58 10 100 20/50 10 100 20/50 10 120 20/58 10LTNBR 35 11/30 -45 35 11/30 -45 35 12/30 -45 35 12/30 -45 35 11/30 -45EPDM

Chloropren 80 20/-20 -30 80 20/-20 -30 80 20/-20 -30HNBR 120 20/-20 n a 120 20/-20 n a 120 20/-20 n aLTNBR 35 20/-20 -45 35 20/-20 -45 35 20/-20 -45EPDM

Chloropren 80 20/50 -35 80 20/50 -35 80 20/50 -35 80 20/50 -30HNBRLTNBR 35 12/30 -45 35 12/30 -45 35 12/30 -45 35 30/12 -45EPDM 100 20/50 -25

Chloropren 80 20/65 -30 80 20/65 -30 80 20/65 -30HNBR 120 20/65 10 120 20/65 10 120 20/65 10LTNBR 35 10/40 -45(na) 35 10/40 -45(na) 35 10/40 -45(na)EPDM 100 20/65 -25 100 20/65 -25

Chloropren 80 22/45 -30 80 22/45 -30 80 22/45 -30HNBRLTNBR 35 15/30 -45 35 15/30 -45 35 15/30 -45EPDM 100 22/45 -25 100 22/45 -25





1)

2) Max Max Press at Min Max Press at3) Temp deg C max temp b Temp deg C min temp b

4) NBR 100 ca18 -15 ca10

5) LTNBR 30 ca 20 -45 ca106) EPDM 120 ca 15 -25 ca10

R410A Not advisableNot suitable Not suitable

Not Possible

PRIME CHOICE

PolyVinyl Ether Oil

Not Possible

Not Possible

AlkylBensen Oil

Not Possible

Not Possible

Not advisable

R407A

Not Possible

Not Possible

Not suitable

Not suitable

Not suitable

Not suitable

Not suitable Not suitable

Not suitable

This Refrigerant/Oil combination not known

Not advisable

R744 (4

R507

R134A

Not suitable

Not suitable

Not suitable

R407C

R404A

Not Possible

Not Possible

Not Possible

Not advisable

Not advisable

R22 (1

R290 PROPANE

Not Possible

Not Possible

Not Possible

R717 AMMONIA

Not Possible

Not Possible

Not Possible Not Possible

Not Possible

Not Possible

Mineral Oil PolyAlphaOlefine Oil PolyEsther Oil

Not PossibleNot Possible

PolyAlkyleneGlycol Oil

Not advisable

Not advisable

Not advisable

Not Possible

Not Possible

REFRIGERANT

RING GASKET SELECTION IN SWPHE FOR REFRIGERANTS IN COMBINATION WITH OIL TYPES USED IN COMPRESSOR CIRCUITS. HVAC&R / Dec 2000.N

H3

HC

Not suitable

Bee

ing

eva

luat

ed fo

r so

me

app

licat

ion

s.

Not advisable

Not advisable

Not advisable

Not advisable

CO

2H

CF

CH

FC

´s

Not advisable

Not Possible

Not suitable

Not advisable

Not advisable


GASKETED SIDE with "Harmless Brines"

See the Gasket Selection Curves for max differential pressures

related to plate thickness, temperature and SWPHE Models.

Gasket Selection for Brines and Process Media to be Checked in

ALROUND, Thermal, TOOLS, Gasket Selection ChemicalsR

efri

ger

ants

alw

ays

and

on

ly o

n th

e W

elde

d si

de.

CO2 normally for low temps with condensation by another Refrigerant. Hence SWPHE normally not suitable.

Max Temperature and Pressure depending on SWPHE Model and plate thickness/material,

Max and min Pressures and Temperatures are referred to operating conditions and not Design Pressure/Temp.

PAG Oil developed for NH3 Dry Expansion mainly owing to solubulity with NH3.

For R22 substitutes Mineral Oil residues might be present together with POE Oil. EPDM then non advisable .

PVE Oil not generally used, but evaluated with HFC´s, particularly with R410A.


Carrying bars:

Tight. bolts:

LC = 370 + N(6.7 + 2X)

LT = 155 + N(6.7 + 2X) (M24, SA)LT = 210 + N(6.7 + 2X) (M30)

H = LC + 80B = LC + 5C = LC + 310


Type of carrying barZinc coated carbon steel Aluminium

ASME237 + 0.03LC + 0.039LT300 + 0.03LC + 0.039LT

237 + 0.01LC + 0.039LT300 + 0.01LC + 0.039LT

Twin plates: WP •N For WP see Data Sheet




A = N(4.8 + 2X) + 4

LOCATION MEDIA CONN. TYPE

STANDARD D E F F1 F2 No of stud bolts

DIN 2501 PN16DIN 2501 PN25ANSI 150

180190191

M16M205/8’’–11 UNC

60

70

747470

159888

CONNECTION WITH GROOVE

STANDARD Dc Dci

DINANSI

Loose flange withwelding collar fittingDIN or ANSI can bedelivered.

150146.1

128130.1

Date No. Ed. Dept.

9611 PS74726E 3 TIDS

M10–BWFGREFRIGERATION

LC

45 45A

LT

10

HC

B

70

40

70

420

460

40

3 holes ∅ 28 for M20foundation bolts

981

719

600

131

470

225

120

600


This field shouldbe kept free fromfixed installations

All dimensions in millimeters


Frame plate

Pressure plate

30

100

231* *ANSI 150, PN25 40 (Rst 37–2) 40 (Rst 37–2)

M24 (SA)M30 (TÜV) (SA)1’’– 8 UNC (ASME)

G =

S4 S1

S2S3600


G240

240


F

∅96 ∅

157 ∅D E

F1

∅96 ∅

160

∅D E

F2

∅96

∅

∅D

E

∅D

ci

∅D

c

157

90

∅16

8

2. Connectionwith groove.

3. Connection with distancering.

Connections in the pressure plate, see reverse side


Max No. of twin plates Main dimensionsTight. bolts1” LT

LC H B C

450

750

1050

1350

1650

500

650

900

1250

1600

2100

580

730

980

1330

1680

2180

505

655

905

1255

1605

2105

715

865

1115

1465

1815

2315

131623303554687299

106111144156182183219

X = 0.6

260

335

435585

725935

1600

M24 M30

REFERENCE:


Special loose flange.Delivered with the PHE

DIN PN16 Loose flange with welding collar (not delivered with the PHE) according to DIN 2642

168

168

ANSI 150 Loose flange with stub end (not delivered with the PHE) according to MSS SP–43, Sch 10S

1. Sheet lining

∅18

5

85

∅96

∅15

7

3/4’

’– 1

0UN

C

35

2. Connection with groo-ve according to DIN 2512

1. Sheet lining

∅18

5

90

M20

35

∅96

∅15

7

35

90

∅18

5

∅96

∅15

7

145

M20

Special inspection cover.Only delivered on customersdemand.

168

168




STANDARD D E F F1 F2 No of stud bolts

DIN 2501 PN16DIN 2501 PN25ANSI 150

180190191

M16M205/8’’–11 UNC

60

70

747470

159888


STANDARD Dc Dci

DINANSI


150146.1

128130.1

Date No. Ed. Dept.

9306 32200–4042 2 TI–MS

M10–BWFGREFRIGERATION

LC

45 45A

LT

10

HC

B

70

40

70

420

460

40


981

719

600

131

470

225

120

600





Frame plate

Pressure plate

30

100

231* *ANSI 150, PN25 40 (Rst 37–2) 40 (Rst 37–2)

M24 (SA)M30 (TÜV) (SA)1’’– 8 UNC (ASME)

G =

S4 S1

S2S3600


G240

240


F

∅96 ∅

157 ∅D E

F1

∅96 ∅

160

∅D E

F2

∅96

∅

∅D

E

∅D

ci

∅D

c

157

90

∅16

8


3. Connection with distancering.



Max No. of twin plates Main dimensionsTight. bolts1” LT

LC H B C

450

750

1050

1350

1650

500

650

900

1250

1600

2100

580

730

980

1330

1680

2180

505

655

905

1255

1605

2105

715

865

1115

1465

1815

2315

131623303554687299

106111144156182183219

X = 0.6

260

335

435585

725935

1600

M24 M30

REFERENCE:




168

168


1. Sheet lining

∅18

5

85

∅96

∅15

7

3/4’

’– 1

0UN

C

35

2. Connection with groo-ve according to DIN 2512

1. Sheet lining

∅18

5

90

M20

35

∅96

∅15

7

35

90

∅18

5

∅96

∅15

7

145

M20


168

168


Carrying bars:

Tight. bolts:

LC = 370 + N(6.7 + 2X)

LT = 210 + N(6.7 + 2X)

H = LC + 90B = LC + 5C = LC + 310



SA 303 + 0.03LC + 0.039LT 303 + 0.01LC + 0.039LT



Max No. of twin plates Main dimensionsTight. boltsLT

M30 LC H B C

450

7501050

1350

1650

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

800

9501200

1550

1900

2400

1630356768

106111144156182219

X = 0.6




A = N(4.8 + 2X) + 4


STANDARD D E K F1 F2 No of stud bolts


190191

M205/8’’–11 UNC

168 7570

160 88


STANDARD Dc Dci

DINANSI


150146.1

128130.1

Date No. Ed. Dept.

9611 PS74727E 3 TI–DS

M10–BWFDSA REFRIGERATION

LC45 45A

M30

LT

10

HC

90

B

30 70

40

70

420

460

40

100

600

Recommendedfree space foropening andclosing98

171

9

600

470

120

600




Frame plate

Pressure plate




131

S4 S1

S2S3

231

240

240


F1

∅96 ∅

157 ∅D E

F1

∅96 ∅

160

∅D E

F2

∅96

∅

∅D

E

∅K

∅D

ci

∅D

c

157

90


3. Connectionwith distancering.


REFERENCE:




168

168


1. Sheet lining

∅18

5

79

∅96

∅15

7

3/4’

’– 1

0UN

C

35

2.Connection with grooveaccording to DIN 2512

1. Sheet lining

∅18

5

90

∅96

∅15

7

M20

3535

90

∅18

5

∅96

∅15

7

M20

145


168

168



M30 LC H B C

450

7501050

1350

1650

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

800

9501200

1550

1900

2400

1630356768

106111144156182219

X = 0.6






190191

M205/8’’–11 UNC

168 7570

160 88


STANDARD Dc Dci

DINANSI


150146.1

128130.1

Date No. Ed. Dept.

9306 32200–4062 2 TI–MS

M10–BWFDSA REFRIGERATION

LC45 45A

M30

LT

10

HC

90

B

30 70

40

70

420

460

40

100

600

Recommendedfree space foropening andclosing98

171

9

600

470

120

600




Frame plate

Pressure plate




131

S4 S1

S2S3

231

240

240


F1

∅96 ∅

157 ∅D E

F1

∅96 ∅

160

∅D E

F2

∅96

∅

∅D

E

∅K

∅D

ci

∅D

c

157

90




REFERENCE:




168

168


1. Sheet lining

∅18

5

79

∅96

∅15

7

3/4’

’– 1

0UN

C

35

2.Connection with grooveaccording to DIN 2512

1. Sheet lining

∅18

5

90

∅96

∅15

7

M20

3535

90

∅18

5

∅96

∅15

7

M20

145


168

168


Carrying bars:

Tight. bolts:

LC = 370 + N(6.7 + 2X)

LT = 210 + N(6.7 + 2X)

H = LC + 90B = LC + 5C = LC + 310



TÜV 303 + 0.03LC + 0.039LT 303 + 0.01LC + 0.039LT





A = N(4.8 + 2X) + 4



DIN 2501 PN25 190 M20 168 75 160 8

Date No. Ed. Dept.

9611 PS74728E 3 TI–DS

M10–BWFDTÜV REFRIGERATION

LC45 45A

HC

90

10

B

30 70

100

70

40

420

460

40

470231

981

719

600

131

600

120



600



Frame plate

Pressure plate



M30

LT


S4 S1

S2S3

160

160

160

F1

∅96 ∅

157 ∅D E

F1

∅96

∅D E

F2

∅96

∅

∅D

E

∅K

∅12

8

∅15

0

157

90




∅16

0




M30 LC H B C

450

7501050

1350

1650

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

800

9501200

1550

1900

2400

1629356667

105111143155181218

X = 0.6

REFERENCE:




2. Connection withgroove according toDIN 2512

1. Sheet lining

168

168∅

185

90

M20

35

∅96

∅15

7

35

90

∅18

5

∅96

∅15

7

145

M20

Special inspection coverOnly delivered on customersdemand.

168

168




Date No. Ed. Dept.

9306 32200–4053. 3 TI–MS

M10–BWFDTÜV REFRIGERATION



M30 LC H B C

450

7501050

1350

1650

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

800

9501200

1550

1900

2400

1629356667

105111143155181218

X = 0.6

F1

∅96 ∅

157 ∅D E

F1

∅96

∅D E

F2

∅96

∅

∅D

E

∅K

∅12

8

∅15

0

157

90




∅16

0


DIN 2501 PN25 190 M20 168 75 160 8

LC45 45A

HC

90

10

B

30 70

100

70

40

420

460

40

470231

981

719

600

131

600

120



600



Frame plate

Pressure plate



M30

LT


S4 S1

S2S3

160

160

160


REFERENCE:




2. Connection withgroove according toDIN 2512

1. Sheet lining

168

168∅

185

90

M20

35

∅96

∅15

7

35

90

∅18

5

∅96

∅15

7

145

M20


168

168



1 1/8”M30 LC H B C

450

7501050

1350

1650

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

805

9551205

1555

1905

2405

1630356768

106111144156182219

X = 0.6


Carrying bars:

Tight. bolts:

LC = 370 + N(6.7 + 2X)

LT = 210 + N(6.7 + 2X)

H = LC + 90B = LC + 5C = LC + 310



ASME 330 + 0.03LC + 0.052LT 330 + 0.01LC + 0.052LT





A = N(4.8 + 2X) + 4



ANSI 300 200 3/4’’–10 UNC 178 73 162 8

Date No. Ed. Dept.

9611 PS74729E 3 TI–DS

M10–BWFDASME REFRIGERATION

719

LC45 45A

HC

90

B

30 70

100

70

40

420

460

40

215

470231

600

600

134


600




Frame plate

Pressure plate


1 1/

8’’ 7

UN

C

M30

This field shouldbe kept free fromfixed installations10

LTS4 S1

S2S3

1084

150.

515

0.5

150.

5

F1

∅96 ∅

157 ∅D E

F1

∅96

∅D E

F2

∅96

∅

∅D

E

∅K

∅146

.1

157

90




∅16

0

∅13

0.1


REFERENCE:




1. Sheet lining

∅18

5

85

∅96

∅15

7

3/4’

’– 1

0UN

C

35

168

168


168

168





ANSI 300 200 3/4’’–10 UNC 178 73 162 8

Date No. Ed. Dept.

9306 32200–4242 2 TI–MS

M10–BWFDASME REFRIGERATION

719

LC45 45A

HC

90

B

30 70

100

70

40

420

460

40

215

470231

600

600

134


600




Frame plate

Pressure plate


1 1/

8’’ 7

UN

C

M30

This field shouldbe kept free fromfixed installations10

LTS4 S1

S2S3

1084

150.

515

0.5

150.

5



1 1/8”M30 LC H B C

450

7501050

1350

1650

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

805

9551205

1555

1905

2405

1630356768

106111144156182219

X = 0.6

F1

∅96 ∅

157 ∅D E

F1

∅96

∅D E

F2

∅96

∅

∅D

E

∅K

∅146

.1

157

90




∅16

0

∅13

0.1


REFERENCE:




1. Sheet lining

∅18

5

85

∅96

∅15

7

3/4’

’– 1

0UN

C

35

168

168


168

168



M30 LC B C

1350

1650

1250

1600

2100

1310

1660

2160

1520

1870

2370

111144156182219

X = 0.6


Carrying bars:

Tight. bolts:

LC = 370 + N(6.7 + 2X)

LT = 210 + N(6.7 + 2X) (M30)

B = LC + 60C = LC + 270



237 + 0.03LC + 0.039LT 237 + 0.01LC + 0.039LT





A = N(4.8 + 2X) + 4


STANDARDD E F

∅ 101.6 –76

SMSIDFDINCLAMP

219216.5225216.5

198195.5204195.5

2421.53021.5

D E F∅ 101.6

144130.5141130.5

208194.5205194.5

3521.53221.5

Date No. Ed. Dept.

9611 PS74730E 3 TI–DS

M10–BWFHCREFRIGERATION

1192

719

42 42

600


M30

600


102

355

600

425

267

468223



CONNECTIONLOCATIONS

Frame plate

Pressure plate


S4 S1

S2S3

B

C

E

LCD

AD

LT

CONNECTION TYPE IN FRAME PLATE1. Connection of stainless steel

∅ 101.6–76 with union or clamp2. Connection of stainless steel

∅ 101.6 with union or clamp

F F

Connections for refrigerant side, see reverse side

REFERENCE:

CONNECTION FOR REFRIGERANT SIDE

DIN PN25

∅10

7.1

235∅

128

∅15

0

∅19

0

∅

223



M30 LC B C

1350

1650

1250

1600

2100

1310

1660

2160

1520

1870

2370

111144156182219

X = 0.6




STANDARDD E F

∅ 101.6 –76

SMSIDFDINCLAMP

219216.5225216.5

198195.5204195.5

2421.53021.5

D E F∅ 101.6

144130.5141130.5

208194.5205194.5

3521.53221.5

Date No. Ed. Dept.

9306 32200–4072. 2 TI–MS

M10–BWFHCREFRIGERATION

1192

719

42 42

600


M30

600


102

355

600

425

267

468223



CONNECTIONLOCATIONS

Frame plate

Pressure plate


S4 S1

S2S3

B

C

E

LCD

AD

LT

CONNECTION TYPE IN FRAME PLATE1. Connection of stainless steel

∅ 101.6–76 with union or clamp2. Connection of stainless steel

∅ 101.6 with union or clamp

F F

Connections for refrigerant side, see reverse side

REFERENCE:

CONNECTION FOR REFRIGERANT SIDE

DIN PN25

∅10

7.1

235∅

128

∅15

0

∅19

0

∅

223

DATA SHEET

PHE–TYPE M10–BWREF

The semi– welded PHEs combine the flexibility and serviceabili-ty of the gasketed heat exchangers with the assurance againstleakage of the welded heat exchangers. In the plate arrange-ment, every other channel is welded, and every other channelis gasketed. The refrigerant flows in the welded channels withno contact with the gaskets except at the port holes. In Alfa La-val’s semi welded PHEs, these are provided with gaskets spe-cifically designed to resist aggressive media. The brine flows inthe gasketed channels. This construction means that the PHEscan easily be dismantled, for example for exchanging gasketsor for inspection and cleaning of the gasketed channels.

Corrosion–resistant plate materials, the absence of pressure–retaining welds, double gasket seals, and a flexible yet vibra-tion–resistant design – to assure long life and trouble free op-eration.

The Alfa Laval M10–BWREF is a highly efficient, compact andlow charge plate heat exchanger especially developed for airconditioning and refrigeration applications. Its semi weldedconstruction and materials provides protection against leakage,and thus the M10–BWREF is suitable for use with aggressivemedia, such as ammonia.

The frame design of the M10–BWREF is completely symmetri-cal, which means it can be turned and is thus easily manageableduring installation. This flexibility is further enhanced becausethe one and the same construction of M10–BWREF copes withmost refrigerant, application, temperatures and pressure ves-sel codes.

The M10–BWREF comes equipped with weld joint connec-tions. Loose and counter flange connections are optional, as isa distributor for even dispersal of 2–phase media in the PHE’ schannels.

One practical detail is the drain connection that can be used forsuch operations as taking specimens, drainage or oil return.

Standard design Working principle

A1–M10–BWREF Edition 1 0011



� Carrying bars and supporting column in zinc coated carbon steel.

� The maximum pressure ratings are valid for plate packs with minimum 10 cassettes.

Notes

FRAME M10–BWREF

Pressurevessel

Nozzles Connections Frame andpressure

Tightening bolts Max.Design/

Designtemp.

Notesvesselcode

pressureplates

Material Numberx

Design/Test

pressure

temp.°C

Material Bolt Nut

xsize

bar,(psig)

SA

Refr. side: Carbon steel

TÜV

Brine side: Carbon steelAISI 316254SMO

Pipe connection DN100

P265GH

21CrMoV57

8 and 2H

10 x M30

25/33

-50 – +150

Max. no ofcassettes:220

AT

Plate/Gasket Selection M10-BWRefrigerant on welded sideRefrigerant mixed with normal compressor oil Ð type mineral oil with low aromatic contents or synthetic oils as named in the graphs.

AISI 316 0.6 3.0

Max. design press. / Test press. Gasket side Welded side

M10-BW plate data:

27 / 36 31 / 41.5

CassetteWeight, kg

Titanium 0.6 1.75 20 / 26 25 / 32

Area / plate 0.24 m2 Max Design Pressure =Max Test Pressure/1.3Volume / chan. 0.63 l

Free chan. 2.40 mm

Plate type

For other refrigerants than R22 and NH3 and withdifferent possible oil types in combination please seethe ring gasket selection table separately.It includes max/min gas temp. and max/min cond/evappressures.

Date: 0012Edition: 4 Dept.: HVAC&R

AISI 304 0.6 3.0 27 / 36 31 / 41.5

250

20

40

60

80

100

120

140

-20

-40

5 10 15 20 30

bar abs

¡C

Saturatio

n

CR

CR

NBRLT

NBRLT

316 0.6

Ti 0.6

R22 & Oil, type mineral-oil and Esther oilRing gaskets, welded side

For higher R22 temp.please contact Alfa Laval

304 0.6

250

20

40

60

80

100

120

140

-20

-40

5 10 15 20

bar abs

¡C

EPDM

NBRHT

NBRLT

Water like mediaGasketed side

30

316 0.6

Ti 0.6

EPDM 304 0.6

NBRLT

NBRHT

250

20

40

60

80

100

120

140

-20

-40

5 10 15 20 30

bar abs

¡C

Saturatio

n

HNBR

CR

NBRLT Ti 0.6

316 0.6

NH3 + OilRing gaskets, welded side

304 0.6

NBRLT

HNBR

CR

EPDM & PAG oil

EPDM & PAG oil

OIL TYPE 3) 5) MO 3) 5) PAO 3) 5) POE (1 3) 5) PAG (6 3) 5) AB PVE (2COMBINED

RING Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond Tevap Gas Temp Pressure/Tcond TevapGASKET max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C max deg C 5) max bar/deg C min deg C

Chloropren 80 20/50 -30 80 20/50 -30 80 20/50 -30 80 20/50 -30HNBR 120 20/50 10 120 20/50 10 120 20/50 10 120 20/50 10LTNBR 35 12/30 -45 35 12/30 -45 35 12/30 -45 35 12/30 -45EPDM 135 22/55 -25

Chloropren 80 20/58 -30 80 20/58 -30 80 20/50 -30 80 20/50 -30 80 20/58 -30HNBR 120 20/58 10 120 20/58 10 100 20/50 10 100 20/50 10 120 20/58 10LTNBR 35 11/30 -45 35 11/30 -45 35 12/30 -45 35 12/30 -45 35 11/30 -45EPDM

Chloropren 80 20/-20 -30 80 20/-20 -30 80 20/-20 -30HNBR 120 20/-20 n a 120 20/-20 n a 120 20/-20 n aLTNBR 35 20/-20 -45 35 20/-20 -45 35 20/-20 -45EPDM

Chloropren 80 20/50 -35 80 20/50 -35 80 20/50 -35 80 20/50 -30HNBRLTNBR 35 12/30 -45 35 12/30 -45 35 12/30 -45 35 30/12 -45EPDM 100 20/50 -25

Chloropren 80 20/65 -30 80 20/65 -30 80 20/65 -30HNBR 120 20/65 10 120 20/65 10 120 20/65 10LTNBR 35 10/40 -45(na) 35 10/40 -45(na) 35 10/40 -45(na)EPDM 100 20/65 -25 100 20/65 -25






1)

2) Max Max Press at Min Max Press at3) Temp deg C max temp b Temp deg C min temp b

4) NBR 100 ca18 -15 ca10

5) LTNBR 30 ca 20 -45 ca106) EPDM 120 ca 15 -25 ca10

R410A Not advisableNot suitable Not suitable

Not Possible

PRIME CHOICE

PolyVinyl Ether Oil

Not Possible

Not Possible

AlkylBensen Oil

Not Possible

Not Possible

Not advisable

R407A

Not Possible

Not Possible

Not suitable

Not suitable

Not suitable

Not suitable

Not suitable Not suitable

Not suitable


Not advisable

R744 (4

R507

R134A

Not suitable

Not suitable

Not suitable

R407C

R404A

Not Possible

Not Possible

Not Possible

Not advisable

Not advisable

R22 (1

R290 PROPANE

Not Possible

Not Possible

Not Possible

R717 AMMONIA

Not Possible

Not Possible

Not Possible Not Possible

Not Possible

Not Possible

Mineral Oil PolyAlphaOlefine Oil PolyEsther Oil

Not PossibleNot Possible

PolyAlkyleneGlycol Oil

Not advisable

Not advisable

Not advisable

Not Possible

Not Possible

REFRIGERANT

RING GASKET SELECTION IN SWPHE FOR REFRIGERANTS IN COMBINATION WITH OIL TYPES USED IN COMPRESSOR CIRCUITS. HVAC&R / Dec 2000.N

H3

HC

Not suitable

Bee

ing

eva

luat

ed fo

r so

me

app

licat

ion

s.

Not advisable

Not advisable

Not advisable

Not advisable

CO

2H

CF

CH

FC

´s

Not advisable

Not Possible

Not suitable

Not advisable

Not advisable


GASKETED SIDE with "Harmless Brines"

See the Gasket Selection Curves for max differential pressures

related to plate thickness, temperature and SWPHE Models.

Gasket Selection for Brines and Process Media to be Checked in

ALROUND, Thermal, TOOLS, Gasket Selection ChemicalsR

efri

ger

ants

alw

ays

and

on

ly o

n th

e W

elde

d si

de.

CO2 normally for low temps with condensation by another Refrigerant. Hence SWPHE normally not suitable.

Max Temperature and Pressure depending on SWPHE Model and plate thickness/material,

Max and min Pressures and Temperatures are referred to operating conditions and not Design Pressure/Temp.

PAG Oil developed for NH3 Dry Expansion mainly owing to solubulity with NH3.

For R22 substitutes Mineral Oil residues might be present together with POE Oil. EPDM then non advisable .

PVE Oil not generally used, but evaluated with HFC´s, particularly with R410A.

1110

1045

600

225

M30 LT

600

47071

916

3LC

A 4545

600

10

HC

B

420

M30

40

70

30

S4 S1

S2S3

ø28 for M24foundation bolts








Tightening boltsLT

Main dimensions

X = 0.6 LC H B C


450

750

1050

1350/1050

1650/1350

1950/1650

15

29

34

67

77

105

110

143

155

181

219

500

650

1000

1250

1600

2100

590

740

1090

1340

1690

2190

690

840

1190

1440

1790

2290

755

905

1255

1505

1855

2355

M30

NP = No. of partition plates

CONNECTION TYPES1. Pipe connection


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

105200

DN

100

DN20

DN

100

DN

100

2.Blind connection

3. Special connection kit (Only delivered on customers demand)


A = N(4.8 + 2X) + 6 + NP • 23



Carrying bars: LC = 370+ N(6,7 + 2X) + NP • 23 Tight. bolts: LT = 210 + N(6,7 + 2X) + NP • 23 H = LC + 90 B = LC + 190 C = LC + 255


Zinc coated carbon steel: 325+ 0.03LC + 0.063LT

Type of carrying bar

Partition plate: 60


Date0011

No.PS74812–E

Edition1

Dept.TPI–SU


1110

1045

600

225

M30

LT

600

470

719

163

LC

A 4545

600

10

H

C

B

420

M30

40

30

S4 S1

S2S3

ø28 for M24foundation bolts



This field should be keptfree from fixed installa-tions


70

CONNECTION TYPES1. Pipe connection


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

105200

DN

100

DN20

DN

100

DN

100

2.Blind connection

3. Special connection kit (Only delivered on customers demand)


Date0011

No.32200–10101

Edition1

Dept.TPI–SU


ITEM NO.

CALCULATION NO.




Carrying bar

Frame plate

Tightening bolt

Connection

Pressure plate

Support column

Plate pack

Guiding bar

DATA SHEET

PHE–TYPE M10–M




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.


Standard design

A1–M10–M Edition 16 0109




(4) Rubber spools in the frame – and pressure plate in NBR (Nitrile) and EPDM are limited to:


(5) Frame plate.

(6) Pressure plate.

(7) Section between two connection plates: Minimum 12plates Section nearest the frame plate: Minimum 6 plates.

NotesAll frames:

� Carrying bars in aluminium or in zink coated carbon steel.



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

(2) Structural steel 37–2 may not be used for heat exchangers processing inflammable, poisonous or corrosive media, which at processing temperature may be in the gas, liquids or solid state. Exception: Heat exchangers which form part of an oil storage fired heating plant.

Notes



FRAMES M10–M




Testtemp.

Material Bolt Nutx


FML Uncert. JIS 10K SS 400 SS 400 SS 400 6 x M16 10 / 13 0 – +130 Max. no. of

ANSI 150 plates: 86

FGL Uncert. JIS 10K SS 400 SS 400 SS 400 8 x M20 16 / 24 0 – +130

FMA SA DIN PN10 AlMg3 W19 8.8/B7 8/2H 6 x M24/6 x M30

8/12 –10 – +100

TÜV DIN PN10 4 x M30 –10 – +160

RSt 37–2 8.8 8/2H + 10 / 13

DIN PN10 2 x M24 (10 / 15)

FM SA (1) –10 – +160

(4) (2) ANSI 150

TÜV DIN PN16 16 / 21 –10 – +180

(7)SMS, DIN, IDF, 8 x M30

RJT, CLAMP RSt 37–2 8.8/B7 8/2H Max. no.



(4) (2) (7)SMS, DIN, IDF,

RJT, CLAMP

8.8 8 8 x M24 (1) to dim. sheet

TÜV DIN PN25 8 x M30 –10 – +160

H II / 25 / 33

DIN PN25 SA 516–60 8.8/B7 8/2H

FD SA ANSI 150 (5) 6 x M30 –10 – +160

(2) ANSI 300 (6)

10 x M30

ASME ANSI 300 SA 516–60 10 x 1 1/8” 300 / 450 –40 – +160

(3)

(11) For plate thickness greater than or equal to:0.5mm stainless steel0.6mm titanium

(12) Do not use FM frames.

(13) Do not use connections in the pressure plate in combination with gasket FKMT.

(8) Performance limits at stable operating conditions. Quick cooling of the PHE may cause ”cold leakage”.


(10) FKMG and FKMT may cause corrosion on titanium plates.

Notes

PLATES M10–M GASKETS M10–M

Grade Thick-nessmm

WPweight

kg

Gasketmaterial

Gaskettype

Max.oper.temp.

°C(9)

T(T)

Min.temp.

°C

Rec.temp.

at max.pressure

°CT(P)

Notes

AISI 304 0.4 1.15 NBRB Clip–On 95 –15 50

AISI 316 0.5 1.35 NBRP Clip–On 130 –15 65

AISI 316 0.6 1.6 NBRP Glued 130 –15 65

TI 0.4 0.75 EPDMC Clip–On 160 –25 100 Plates in 0.4mm Ti:

TI 0.5 0.85 T(T) = 110

TI 0.6 1.0 EPDMF Clip–On 120 –25 80 Plates in 0.4mm Ti:

ALLOY 254 SMO 0.6 1.6 T(T) = 110

ALLOY C276 0.6 1.8

FKMG Clip–On 130 –5 90 0.4 Ti / T(T) = 110,

(10) (12) FD / 0.6 / T(T) = 150

Glued 100 90

Plate area: 0.22 m2 FKMT Clip–On 170 –10 90 Only for 0.6mm plates(10) (12) (13)

Volume per channel: 1.0 l HNBR (Hydro– Clip–On 160 –5 100

Free channel: 3.95 mm genated nitrile)

EPDMAL Clip–On 160 –10 100 (11) (12)

PERFORMANCE LIMITS M10–M PLATES (8) See sheet A3–05c in Chapter A3

Platematerial

Thicknessmm

Max. Testpressure



(bar) SA, TÜV

P(P)

ASME

P(P)


P(T)


pressure (bar)DP(T)

AISI 304

AISI 316

AISI 316

TI

TI

TI

ALLOY 254 SMO

ALLOY C276

0.4

0.5

0.6

0.4

0.5

0.6

0.6

0.6

16.0

24.0

30.0

11.0

18.0

24.0

30.0

30.0

12.0

18.0

23.0

8.5

14.0

18.0

23.0

23.0

10.5

16.0

20.0

7.0

12.0

16.0

20.0

22.0

8.0

13.0

16.0

7.0

10.0

13.0

16.0

16.0

6.0

10.0

10.0

4.0

8.0

10.0

10.0

10.0


470

225231�� ANSI 150

120

60071

921

5

600

1084

S4 S1

S2S3


��M

30

�M

24

LT

LT

LC

30 30A

10

H

600

C

B30


70

30

70

40

420

460



M24

Max. no. of plates


Tightening boltsLT

Main dimensions

X = 0.6 LC H B C


X = 0.5

260335

450435585

750725935

1050

1350

16001650

2231424670848891

124135139181193227228271

500

650

900

1250

1600

2100

575

725

975

1325

1675

2175

505

655

905

1255

1605

2105

2331434671869093

126137141184196230231275

2332434772879194

128139143187199234235279

X = 0.4

695

845

1095

1445

1795

2295

1”/M30

STANDARD D E F


180191

M165/8” 11 UNC

6067


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


A = N(3.95 + X)



Carrying bars: LC = 355 + N(5.85 + X) H = LC + 70Tight. bolts: LT = 135 + N(5.85 + X) (M24, SA) B = LC + 5

LT = 180 + N(5.85 + X) (M30) C = LC + 195



240 + 0.03LC + 0.025LT 240 + 0.01LC + 0.025LT



No.PS74544–E

Edition9

Dept.TI–SD

PHE–TYPE M10–MFM







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4


470

225231�� ANSI 150

120

600

719

215

600

1084

S4 S1


��

M30

�M

24

LT

LT

LC

30 30A

10

H

600

C

B30


40

70

30

70

40

420

460



S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F


180191

M165/8” 11 UNC

6067


F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


Date9802

No.32294–1869

Edition7

Dept.TI–SD


ITEM NO.

CALCULATION NO.



PHE–TYPE M10–MFMAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4


470

225

120

60071

921

5

600

1084

S4 S1

S2S3


��M

30�M

24 LT

LT

LC

45 45A

10

H

600

C

B30


70

30

70

40

420

460





M24

Max. no. of plates


Tightening boltsLT

Main dimensions

X = 0.6 LC H B CX = 0.5

405

595

7801050

13501350

1650

3743678295

137177184191223

650

900

1250

1600

735

985

1335

1685

3844688397

139180187194227

3845698598

142182190197230

X = 0.4M30

655

905

1255

1605

860

1110

1460

1810

N = No. of plates X = Thickness of plate materialNP= No. of partition plates

STANDARD D E F

DIN 2501 PN10 180 M16 60


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

8

∅87 ∅14

4

∅D

E

F



No.PS74658–E

Edition1

Dept.TI–DS


A = N(3.95 + X) + NP • (4 alt.45)♦



Carrying bars: LC = 370 + N(5.85 + X) + NP • ⟨4 alt.45)♦Tight. bolts: LT = 165 + N(5.85 + X) + NP • (4 alt.45)♦ (M24)

LT = 210 + N(5.85 + X) + NP • (4 alt.45)♦ (M30)

C = LC + 210 H = LC + 85 B = LC + 5



130 + 0.03LC + 0.025LT 130 + 0.01LC + 0.025LT

Supported partition plate: 60

PHE–TYPE M10–MFMA





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

M20

90

35

∅18

5

∅87

∅14

4


470

225

120

600

719

215

600

1084

S4 S1

S2S3Recommendedfree spac e foropenin g andclosing

��M

30�M

24 LT

LT

LC

45 45A

10

H

600

C

B30


70

30

70

40

420

460




STANDARD D E F

DIN 2501 PN10 180 M16 60


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

8

∅87 ∅14

4

∅D

E

F



No.32200–5421

Edition1

Dept.TI–SD

PHE–TYPE M10–MFMA





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

M20

90

35

∅18

5

∅87

∅14

4


470

225231 ANSI 150

120

60071

921

5

600

1084

S4 S1

S2S3


M30

M24

LT

LT

LC

40 40A

10

H

600

C

B30


70

30

70

40

420

460



M24

Max. no. of plates


Tightening boltsLT

Main dimensions

X = 0.6 LC H B C


X = 0.5

260335

450435585

750725935

1050

1300 1350

16501800

1950

2028374367828488

121130136177191224255268

500

650

900

1250

1600

2100

585

735

985

1335

1685

2185

505

655

905

1255

1605

2105

2028384468838590

123132139180194228259272

2129384569858691

125134141182197231263277

X = 0.4

705

855

1105

1455

1805

2305

1”/M30

STANDARD D E F


180191

M165/8” 11 UNC

6067


connection

F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


A = N(3.95 + X)



Carrying bars: LC = 370+ N(5.85 + X) H = LC + 85Tight. bolts: LT = 155 + N(5.85+ X) (M24, SA) B = LC + 5

LT = 210 + N(5.85 + X) (M30) C = LC + 205



320 + 0.03LC + 0.039LT 320+ 0.01LC + 0.039LT



No.PS74767–E

Edition1

Dept.TI–SD

PHE–TYPE M10–MFG







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4

470

225231 ANSI 150

120

600

719

215

600

1084

S4 S1


M30

M24

LT

LT

LC

40 40A

10H

600

C

B30


40

70

30

70

40

420

460



S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

STANDARD D E F


180191

M165/8” 11 UNC

6067


F F

EE

∅10

0 ∅D

∅D

∅96 ∅

157

No. of stud bolts

88

∅87 ∅14

4

∅D

E

F


Date9812

No.32200–6201

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.



PHE–TYPE M10–MFGAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

8585

35 35

M20

90

35

∅18

5

∅87

∅14

4

3/4”

–10

UN

C

∅18

5

85

35

∅87

∅14

4

Recommended

free space for

opening and

closing


470231225

ANSI 150

600

120

S4 S1

719

215

1084

600

150

S3 S2

LC4040

M24A

DAAAB

LT

M30

600

H

C

B 70

1030

70

40 30

420

460

40

ø28


M24

Max. no. of platesTightening boltsLT

Main dimensions

X = 0.6 LC H B CX = 0.5

260335

450435585

750725935

1050

1350

16001650

2028374367828488

121130136177191223224268

500

650

900

1250

1600

2100

580

730

980

1330

1680

2180

505

655

905

1255

1605

2105

2028384468838590

123132139180194227228272

2129384569858691

125134141182197230231277

X = 0.4

765

915

1165

1515

1865

2365

M30

N = No. of platesNc = No. of connection platesX = Thickness of plate material

When connection plates:Reduce max. No. of plateswith 15 plates / conn. plate.



A = N(3.95 + X) + Nc •100



Carrying bars: LC = 370 + N(5.85 + X) + Nc •100Tight. bolts: LT (M24, SA) = 155 + N(5.85 + X) + Nc •100

LT (M30) = 210 + N(5.85 + X) + Nc •100 H = LC + 80 B = LC + 5 C = LC + 265

Plates: WP • N (For WP see Data sheet)Connection plate: 40


320 + 0.03LC + 0.039LT 320 + 0.01LC + 0.039LT


Date97112

No.PS74770–E

Edition1

Dept.TI–SD


D

F


115 110 101.5 101.8 101.5

35 21.531.821.530

CLAMP 4” DK

112 32

D

F


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

A11

A12

A14

A13

A11V

Connection plate

A14V

A12VA13V

For floor mounted units itis not possible to usedouble corner and singlecorner in position A12Vand A13V.

Note!


Hygienic connection

Recommended

free space for

opening and

closing


470

231225

ANSI 150

600

120

S4 S1

719

215

1084

600

150

S3 S2

LC4040

M24

A

D

LT

M30

600

H

C

B 70

10

30

70

40 30

420

460

40ø28


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

D

F


115 110 101.5 101.8 101.5

35 31.8

CLAMP 4” DK

112 3230 21.5 21.5

D

F



Hygienic connection

Date9812

No.32200–6231

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.


Recommended

free space for

opening and

closing

3 holes ø28 ø28 forM20foundation bolts

470

231225

ANSI 150

600

120

S4 S1

719

215

1084

600

150

S3 S2

LC4040

M24

A

DAAAB

LT

M30

600

H

C

B 70

10

30

70

40 30

420

460

40ø28


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

A11

A12

A14

A13

A11V

Connection plate

D

F


115 110 101.5 101.8 101.5

35 31.8

CLAMP 4” DK

112 32


30 21.5 21.5

A14V

A13VA12V

D

F

Note!For floor mounted units itis not possible to usedouble corner and singlecorner in position A12Vand A13V.



Hygienic connection

Date9812

No.32200–6241

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.


Recommended

free space for

opening and

closing


470

231225

ANSI 150

600

120

S4 S1

719

215

1084

600

150

S3 S2

LC4040

M24

A

DAAAB

LT

M30

600

H

C

B 70

10

30

70

40 30

420

460

40ø28

AC


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2

A11

A12

A14

A13

A11V

Connection plate

D

F


115 110 101.5 101.8 101.5

35 31.8

CLAMP 4” DK

112 32


30 21.5 21.5

A14V

A13V

A12V

A21

A22

A24

A23

A21VA24V

A23V

A22V

D

F

Note!For floor mounted units it is notpossible to use double cornerand single corner in positionA12V,A13V,A22V and A23V .



Hygienic connection

Date9712

No.32200–6251

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.


Recom-

mended

free space for

opening and

closing


470231225

ANSI 150

600

120

S4 S1

719

215

1084

600

150

S3 S2

LC4040

M24A

DAAAB

LT

M30

600

H

C

B 70

10

30

70

40 30

420

460

40

ø28

ACAD


D

F


115 110 101.5 101.8 101.5

35 31.8

CLAMP 4” DK

112 32


30 21.5 21.5

S4S1

S3S2

Frame plate

A11

A12

A14

A13

A11V

Connection plate

A14V

A13V

A12V

A21

A22

A24

A23

A21V

A24V

A23V

A22V

Pressure plate

T4T1

T3T2

A31

A32

A34

A33

A31VA34V

A33V

A32V

D

F

Note!For floor mounted units it is notpossible to use double cornerand single corner in positionA12V,A13V,A22V,A23V,A32V andA33V.



Hygienic connection

Date9812

No.32200–6261

Edition1

Dept.TI–SD


ITEM NO.

CALCULATION NO.


600 600 600

470231

981

719

131

120

LCA45 45

LT

M30

10

62

B

CH

30 70

40

40

100

70

420

460


S4 S1

S2S3






LT

Max. no. of plates


Tightening boltsM30

Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

2037438284

130136177191223268

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

2038448385

132139180194227272

2138458586

134141182197230277

X = 0.4

800

9501200

1550

1900

2400

STANDARD D KE F1


190191

168–

M205/8” 11 UNC

7567


F1 F1

F2 F2

E

E

E

E

9085

∅10

0 ∅D

∅D

∅D

∅D

∅96 ∅15

7

∅10

0 ∅K

∅K

∅96

∅14

9


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


F2

150–


A = N(3.95 + X)




C = LC + 300



303 + 0.03LC + 0.039LT 303 + 0.01LC + 0.039LT



No.PS74548–E8

Edition8

Dept.TI–DS

PHE–TYPE M10–MFD SAAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

85

35

85

35

600 600 600

470

23198

1

719

131

120

LCA45 45

LT

M30

1062

B

C

H

30 7040

40

100

70

420

460


S4 S1

S2S3




STANDARD D KE F1


190191

168–

M205/8” 11 UNC

7567


F1 F1

F2 F2

E

E

E

E

9085

∅10

0 ∅D

∅D

∅D

∅D

∅96 ∅15

7

∅10

0 ∅K

∅K

∅96

∅14

9


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


F2

150–



Date9612

No.32294–1871

Edition7

Dept.TI–DS


ITEM NO.

CALCULATION NO.


PHE–TYPE M10–MFD SAAll dimensions in mm







168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

85

35

85

35

600 600 600

470

231

981

719

131

120

LC

A45 45

LT

M30

10

62

B

C

H

30 70

40

40

100

70

420

460


S4 S1

S2S3





LT

Max. no. of plates


Tightening boltsM30

Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

1936438182

129136175190222267

500

650900

1250

1600

2100

585

735985

1335

1685

2185

505

655905

1255

1605

2105

2036438383

131138178193225272

2037448485

133140181196229276

X = 0.4

800

9501200

1550

1900

2400


75 75

150 150

M20

M20

M20

M20

9085

∅10

0 ∅19

0

∅19

0

∅19

0

∅19

0

∅96 ∅15

7

∅10

0

∅17

8

∅17

8

∅96

∅14

9


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


A = N(3.95 + X)




C = LC + 300



345 + 0.03LC + 0.039LT 345 + 0.01LC + 0.039LT



No.PS74563–E5

Edition5

Dept.TI–DS

PHE–TYPE M10–MFD TÜVAll dimensions in mm





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

600 600 600

470

231

981

719

131

120

LC

A45 45

LT

M30

10

62

B

C

H

30 70

40

40

100

70

420

460∅ 28 for M20

foundation bolts

S4 S1

S2S3





75 75

150 150

M20

M20

M20

M20

9085

∅10

0 ∅19

0

∅19

0

∅19

0

∅19

0

∅96 ∅15

7

∅10

0

∅17

8

∅17

8

∅96

∅14

9


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2



Date9511

No.32200–1174

Edition4

Dept.TI–DS


ITEM NO.

CALCULATION NO.


PHE–TYPE M10–MFD TÜVAll dimensions in mm





168

168

90

35

90

35

M20

M20

∅18

5

∅18

5

∅10

0

∅96

∅15

7

M30

1 1/

8” 7

UN

C

600 600 600

470231

1084 719

215

134

LCA45 45

LT

10

62

BC

H

30 70

40

40

100

70

420

460


S4 S1

S2S3





LT

Max. no. of plates



Main dimensions

X = 0.6 LC H B C


X = 0.5

450

7501050

1350

1650

2037438284

130136177191223268

500

650900

1250

1600

2100

590

740990

1340

1690

2190

505

655905

1255

1605

2105

2038448385

132139180194227272

2138458586

134141182197230277

X = 0.4

815

9651215

1565

1915

2415


76 76

165 165

3/4”

9085

∅10

0 ∅20

0

∅20

0

∅20

0

∅20

0

∅96 ∅

157

∅10

0

∅17

8

∅17

2

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T23/

4”

3/4”

3/4”

10 U

NC

10 U

NC

10 U

NC

10 U

NC


A = N(3.95 + X)




C = LC + 315



330 + 0.03LC + 0.052LT 330 + 0.01LC + 0.052LT



No.PS74564–E7

Edition7

Dept.TI–DS

PHE–TYPE M10–MFD ASMEAll dimensions in mm



1. Unlined connectio n 2. Sheet lining


168

168

3/4”

–10

UN

C

3/4”

–10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

75

35

75

35

600 600 600

470

231

1084

719

215

134

LC

A45 45

LT

M30

10

62

B

C

H

30 70

40

40

100

70

420

460∅28 for M20

foundation bolts

S4 S1

S2S3




1/8”

-7U

NC


76 76

165 165

3/4”

9085

∅10

0 ∅20

0

∅20

0

∅20

0

∅20

0

∅96 ∅15

7

∅10

0

∅17

8

∅17

2

∅96

∅15

7


S4S1

S3S2

Frame plate

Pressure plate

T4T1

T3T2


10U

NC

3/4”

10U

NC

3/4”

10U

NC

3/4”

10U

NC


Date9710

No.32294- 1873

Edition7

Dept.TI- DS

QUOTATION NO.ORDER NO.ITEM NO.

CALCULATION NO.


PHE- TYPE M10- MFD ASMEAll dimensions in mm



168

168

ANSI 300 Loose flange with stub end (not delivered with the PHE)according to MSS SP- 43, Sch 40S.


3/4”

-10

UN

C

3/4”

-10

UN

C

∅18

5

∅18

5

∅10

0

∅96

∅15

7

75

35

75

35

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