DETAIL FOR PLASTIC SLEEVE

7. "PJ (mm)" LENGTH SHALL BE INDICATED IN CIVIL DETAIL DRAWING.

(EXAMPLE) : SYMBOLS IN BLANKET ( ) ARE OPTIONAL.

8. FOR SELECTION OF ANCHOR BOLT SEE DESIGN GUIDELINE RP003211.

4. ANCHOR BOLTS SHALL BE INDICATED ON CIVIL DETAIL DRAWINGS AS FOLLOWS

NUMBERS OF BOLT IN A GROUP

: RECOMMENDING ANCHOR HOLE DIAMETER ON BASE PLATE.

M10 (EQ-1) 6 10 10 2

12

15

14

17

18

M56

M64

M36

M48

M42

(EQ-1)

(EQ-1)

(EQ-1)

(EQ-1)

(EQ-1)

M24

M20

M30

M12

M16

(EQ-1)

(EQ-1)

(EQ-1) 11

9

8

(EQ-1)

(EQ-1) 7

7

56

64

36

48

42

64

56

9

9

42

48

36

7

8

6

24

20

30

12

16

30

20

24

5

5

3

16

12

3

2

M20 130 635

TABLE 2. PROJECTION LENGTH "P"

BOLTDIAMETER

(mm)D

P A

M56

M64

TYPE IXM42

M36

M48

M24

M30

1475

1340

DIMENSIONS (mm)

H1

255

235

H2 WT

750

1150

1270

1010190

220

200

180

145

910

M36

M56

M64

M16

M42

M48

TYPE I

M20

M24

M30

M16

115 785

925

555

1250

1045

1115170

120

200

150

135

350

425

540

685105

80

65

60

VAR

D+14VAR

VAR

VAR

VAR

VAR

D+4

D+6

D+10

VAR

VAR

VAR

VAR

VAR

D

TOP OFGROUT

BASE PLATE

6045 60 12 310

130

145

110

170

195

LOWER NUT*

UPPER NUT*

S

-

-

135

115

200

175

75

-

-

-

100

85

-

-

-

65

55

115

150

130

100

80

90

75

30

35 1030

910

19

22

25

16

16

615

855

745

525

410

60

50

130

145

195

50

170

11011575

115

-

-

-

35

135

-

-

100

85

175

55

200

150

130

-

-

-

65

55

-

-

45

35

100

80

90

75

55

60

19 615

30

35

9

22

25

910

240

1030

855

745

16

16

12

9

525

410

310

240

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

WASHERLOWER NUT

UPPER NUT

ANCHOR PLATE

1. MATERIALSBOLTS

NOTES :

50

65

75

FOR FABRICATION

T L(mm)

M30

M36

TYPE L

M16

M24

M20

M12

M10

115

105

785

685

65

80

60

425

540

350

55

50

285

220

TABLE 1. BOLT SIZE

BOLT TYPEBOLT

D

DIAMETERFOR DESIGN

TKR K W B

-

-

-

-

-

-

40

35

-

-

-

25

20

-

-

-

-

-

-

-

-

-

-

-

-

-

- 615

525

-

-

-

-

-

310

410

240

180

min.

120

DIMENSIONS (mm)

H E DBF

340

390150

150 600

690

140

160

200

280

230100

150

100

80

80

300

470

370

190

250

NUMBER OF NUTSTYPE OF BOLT

12 - M20 - LX (- 2 - L650 )

DIAMETER TOTAL LENGTH

: ASTM A563 GRADE A DIMENSION: ANSI B 18.2.4.6 M HEAVY HEX NUT

: F1554 Gr. 36 Anchor Bolts DIMENSION: ANSI B 18.2.3.6M HEAVY HEX BOLT

: ASTM A563 GRADE A DIMENSION: ANSI B 18.2.4.6 M HEAVY HEX NUT

: ASTM F436: ASTM A36

CONSTRUCTION NOTE

AAA TIGHTENING METHOD FOR DOUBLE NUTS

3) THIRDLY, GIVE TORQUE TO THE UPPER NUT TO GO DOWN.

2) SECONDARY, PUT ANOTHER NUT (CALLED AS AN UPPER

1) FIRSTLY, PUT A NUT (CALLED AS A LOWER NUT) TURN

IN REVERSE DIRECTION TO THE LOWER NUT ANDMAINTAIN IT NOT TO BE TURNED.

SIMULTANEOUSLY, GIVE THE SAME VALUE OF TORQUE

NUT) TURN DOWN TO TOUCHING WITH THE TOP SURFACE

NECESSARY TO GIVE TORQUE SO STRONGLY.DOWN TO TOUCHING WITH A BASE PLATE. IT IS NOT

OF THE LOWER NUT.

GROUT25 min.

BMPS-Q-14175211

REFERENCE DRAWINGSDESCRIPTIONDrawing No

1. FOR GENERAL NOTES FOR CONCRETE WORKS SEE DWGBMPS-Q-50701.

BMPS-Q2 Grouting

BMPS-M1 Basic Civil and Structural Design Data

GENERAL NOTES & REFERENCE DRAWINGS

A B C D E F G H I J K

8

7

6

5

4

3

2

1

Sht.............

............

E.X.P.N.

SCALE:

of

DATE:

RE

VIS

ION P.N.

Date

P.N.

Date

EX

EX

REV.

DO NOT SCALE - DO NOT MODIFY

UNIT AREA

..-

62756EN0815

2. THREADING OF BOLTS AND NUTS THREADS SHALL BE THE UNIFIED COARSE THREADS IN ACCORDANCE WITH ANSI B1.1. THE TOLERANCE CLASSES OF THREADS SHALL BE CLASS 2A FOR BOLTS AND CLASS 2B FOR NUTS.

3. ANCHOR PLATE HOLE ANCHOR PLATE HOLE DIAMETERS SHALL BE MIN.4mm LARGER THAN THE NOMINAL BOLT DIAMETERS. (REFER TABLE 2)

NOTE - DOUBLE NUTS SHALL BE USED FOR ALL MAJOR EQUIPMENTS, VESSELS , EXCHANGERS & TALL COLUMNSAND WHEREVER.

5. GALVANIZING ALL MATERIALS SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A153 CLASS C.

6. BOX OUTa) MORTAR IN BOX-OUT SHALL BE NON SHRINK, TYPE G2 TO 00L 3PS-DB02-00001 SEC. 20.2, UNLESS OTHERWISE NOTED.b) USE BOX-OUT DETAILS FOR "TYPE L" ONLY.c) EDGE OF BOX-OUT SHALL BE MIN.100mm FROM CONCRETE EDGE.

h ef

(H-D

) h ef

(H-K

)

h ef

(H-K

)

eh( > 3D)

PJ

352,5

560,6

816,8X 4

X 3.5

55

46

X 2.5

X 3

X 2

30

36

24

X 1.75

X 1.5

19

17

244,8

156,7

84,3

58,0

ThreadPitch (mm)

WrenchSize (mm)

TensileStress Area

(mm²)

X 4

X 3.5

55

46

X 2.5

X 3

X 2

30

36

24

X 4

X 3.5

55

46

X 2.5

X 3

X 2

30

36

24

1121,0X 4.5 65

1473,2X 5 75

2030,1X 5.5 85

2676,1X 6 95

352,5

560,6

816,8

244,8

156,7

352,5

560,6

816,8

244,8

156,7

1121,0

1473,2

2030,1

2676,1

X 4.5 65

X 5 75

X 5.5 85

X 6 95

* IS RACCOMENDED FOR ALL ANCHOR BOLT TYPES.

PJ=Thk. GROUT+ Thk. BASEPLATE+3D >150mm U.O.N.