Tower weights New

PART IV (a) :WEIGHT OF 66kV M/C TOWERS & BODY EXTENSIONS IN KG (Of M/s. C.P.R.I. Design) 66kV M/C TYPE ‘MA’ Super Bolt Bolt & Structure Nuts

Sl. No 1

Normal Tower +3M Extn .only +6M Extn only Stub

2

3

4

66kV M/C TYPE ‘MB’ Super Bolt Bolt & Structur Nuts

66kV M/C TYPE ‘MC’ Super Bolt Bolt & Structur Nuts

66kV M/C TYPE ‘MD’ Super Bolt Bolt & Structur Nuts

4178

256

-

-

6794

25 0

8688

3 46

556

29

-

-

1054

31

1317

39

1200

57

-

-

2223

68

2664

91

298

3

-

-

55 9

7

712

10

WEIGHT OF 110 kV M/C TOWERS & BODY EXTENSIONS IN KG (Of M/s. C.P.R.I. Design ) 110kV M/C TYPE ‘MA’ Super Bolt Bolt & Structure. Nuts

Sl N

1

Normal Tower 2 +3M Extn. only 3 +6M Extn only 4 Stub

110kV TYPE Super Structur

M/C ‘MB’ Bolt & Nuts

110kV M/C TYPE ‘MC’ Super Bolt Bolt & Structure. Nuts

110kV M/C TYPE ‘MD’ Super Bolt Bolt & Structure. Nuts

-

-

12403

422

17280

51 2

-

1543

45

2013

49

6901

312

864

33

1737

68

-

-

2901

96

3750

1 05

362

5

-

-

817

8

1040

11

-

WEIGHT OF 220 kV M/C TOWERS & BODY EXTENSIONS (of M/s. K.Ramchandra Rao’s Design) Sl. No. Normal Tower +3M 2 Extn. only +6M 3 Extn only 1

S4 Stub

220kV M/C TYPE ‘MA’ Super Bolt Bolt & Structure. Nuts 8289

312

68 1

44

1664

100

56 0

2

220kV M/C TYPE ‘MB’ Super Bolt Bolt & Structure Nut

220KV M/C TYPE ‘MC’ Super Bolt Bolt & Structur Nuts

220kV M/C TYPE ‘MD’ Super Bolt Bolt & Structure Nuts

-

-

25732

754

-

-

-

-

-

2830

98

-

-

4536

15 1 55

733

11 11

-

-

1364

17

14514 -

765

PART IV (a)

WEIGHT OF 220Kv/110kV M/C TOWERS ( of M/s.L&T Design )

Sl. No. Nor mal 1 Towe r +3M 2 Extn only +6M 3 Extn only S 4 Stub

220/110KV 220/110KV 220/110kV M/C M/C TYPE M/C TYPE TYPE ‘MD’ ‘MB’ ‘MB’ Bolt Bolt & Super Bolt & Super Bolt Bolt & Super Bolt & Nuts Structur Nut Structur Nuts Structure Nuts

220/110KV M/C TYPE ‘MA’ Super Structure 5624

310

9228

4 72

756

31

1094

45

1036

39

1904

200

3

354

10700

484

12310

500

1257

55

1584

62

74

2302

88

2626

84

5

406

5

503

5

WEIGHT OF 220Kv/66kV 220Kv/66kV M/C TOWERS TOWERS ( of M/s.C.P.R.I.Dgn)

Sl. No. Nor mal 1 Towe r +3M 2 Extn. only +6M 3 Extn only S 4 Stub

220/66KV 220/66KV 220/66KV 220/66Kv M/C TYPE M/C TYPE M/C TYPE M/C TYPE ‘MA’ ‘MB’ ‘MB’ ‘MD’ Super Bolt Bolt & Super Bolt & Super Bolt Bolt & Super Bolt & Structure Nuts Structur Nut Structur Nuts Structure Nuts 9372

332

-

-

17303

62 2

31110

1191

1031

34

-

-

1996

90

3529

14 144

2120

81

-

-

3587

13 2

6257

223

637

5

-

-

1025

12

2340

54

PART IV (a)

WEIGHT OF 220Kv D/C NARROW BASE TOWER. (of M/s. L&T Design adopted for NRS-Laggere line ) Sl. No. Normal Tower +3M 2 Extn. only +6M 3 Extn only 1

S4 Stub

220KV D/C TYPE ‘DA’ Super Bolt Structure Nuts

220kV D/C TYPE ‘DB’ & DE & Super Bolt & Structur Nut

5814

272

10677

4 04

67 8

30

1375

55

-

-

2346

74

76 1

2

1370

2

66 KV M/C TOWERS TO WERS PART IV (b) FOUNDATION VOLUMES FOR 66KV (Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/ Foundation Normal DRY

Normal WET

Partially Sub-Merged Fully Sub-Merged Wet Black Cotton Dry Fissured Rock Submerged Fissured Rock

Tower Type

Concrete Mix.

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

2.9

90 150 205

760 1612 2332

in CMT/Twr 1:2:4 1:3:6

MA MB MC MD MA MB MC

11.5 21.0 29.9

1 .2

20.3 40.0

2.04 4.04

150 280

1120 2700

MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD

54 .0 25.0 45.08 54.0 30.08 44.28 54.0 30.7 52.76 71.21 20.0 39.0 50.08 30.7 45.08 58.01

5.4 2.75 4.60 5.4 3.2 4.6 5.4 3.2 5.4 7.2 2.05 4.04 5.4 3.2 4.6 5.8

365 183 315 364 222 315 364 222 365 476 165 215 292 170 250 316

4584 1284 3136 4324 1444 3136 4452 1496 3728 5816 1132 2828 4452 1440 3136 4548

2.05

PART IV (b) :FOUNDATION VOLUMES FOR 110KV M/C TOWERS

(Common for Normal, +3M, & +6M Body Extension Towers) Concrete Mix.

Type of Soil/

Tower

Foundation

Type

Normal

MA MB MC

12.0 32.8

MD MA MB MC

43.0 24.6 58.9

4.0


84.6 28.4 66.7 86.0 33.2 75.0 105.0 33.8 76.0 96.5 24.2 58.0 76.0 33.8 76.0 96.5

DRY

Normal WET


Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

95 225

8 36 2856

2.5 6.0

270 175 390

4148 1300 5100

7.7 2.9 6.8 8.7 3.6 7.7 10.0 3.6 7.7 10.0 2.5 6.0 7.7 3.6 7.7 10.0

510 205 450 575 245 510 640 245 510 640 130 320 425 185 425 545

8384 1388 5832 8676 1544 6224 9080 1604 6468 9788 1252 4872 8032 1608 6192 9972

in CMT/Twr 1:2:4 1:3:6 1.3 3.2

PART IV (b): FOUNDATION VOLUMES FOR 220KV/110kV M/C

TOWERS (Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/

Tower

Foundation

Type

Normal

MA MB MC

DRY

Concrete Mix. in CMT/Twr 1:2:4 1:3:6 3.53 9.2 12.14

0.4 1.35 1.74

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

39.0 101 125

82 70 7 93 5

Normal WET


MD MA MB MC

16.93 -

2.45

-

173 -

1390 -


12.14 20.64 28.0 36.47 17.2 28.89 36.9 44.96 6.12 12.93 16.77 23.08 22.7 31.29 36.74 48.12

1.51 3.36 4.05 5.2 1.68 4.23 5.0 6.5 0.76 2.05 2.52 3.36 2.05 4.61 5.41 6.96

112 232 276 350 123 288 337 432 33 101 127 173 101 243 288 376

82 1688 1888 2849 82 1559 1968 3258 82 965 1291 1778 82 1654 2246 3513

PART IV (b):

FOUNDATION VOLUMES FOR 220KV/66kV M/C TOWERS (Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/

Tower

Foundation

Type

Normal DRY

Normal WET

Partially Sub-Merged Fully

Concrete Mix. in CMT/Twr 1:2:4 1:3:6


100.5 395.0 491.0 160.15 486.0

MD MA MB MC MD MA MB

646.0 160.15 486.0 646.0 160.15 -

12.1 32.4 40.0

19.6 -

40.0 53.0 19.6 -

40.0 53.0 19.6 -

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

383 1 0 05 1 2 36 613.5 12 3 6

6930 31804 57521 14073 38828

16 2 9 613.5 12 3 6 16 2 9 613.5 -

67899 14073 38828 67899 14073 -

Sub-Merged Wet Black Cotton Dry Fissured Rock Submerged Fissured Rock

MC MD MA MB MC MD MA MB MC MD MA MB MC MD

486.0 646.0 160.15 587.0 646.0 118.5 395.0 491.0 160.15 486.0 646.0

40.0 53.0 19.6 -

48.4 53.0 14.4 -

32.4 40.0 19.6 -

40.0 53.0

12 3 6 16 2 9 613.5 14 9 2 16 2 9 417.1 953 11 8 0 570 11 8 0 15 6 4

38828 67899 14073 51348 67899 10370 33927 57520 14646 38828 67899

PART IV (b):

FOUNDATION VOLUMES FOR 220KV M/C TOWER (Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/

Tower

Foundation

Type

Normal DRY

Normal WET

Partially Sub-Merged Fully Sub-Merged Wet Black Cotton Dry Fissured Rock Submerged

Concrete Mix. in CMT/Twr 1:2:4 1:3:6


2.244 5.1 -

MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA

2.82 6.73 145.96 2.8 3.2 40.1 -

17.16 47.96

20.24 61.06

12.0 14.95 35.5

5.0 -

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

191.8 401 -

1887 4916 -

236.2 521.0 -

2057 6167 -

933 98.1 190.9 273 -

11225 1508 3602 6190 -

Fissured Rock

MB MC MD

95.6

-

10.36

637

9030

PART IV (b):

FOUNDATION VOLUMES FOR 220KV

D/C N.B. TOWERS

[M/s L&T design adopted in NRS- Leggere L eggere line] (Common for Normal, +3M, & +6M Body Extension Towers)

Type of Soil/

Tower

Foundation

Type

Concrete Mix. in CMT/Twr

Earth Exvn. in CMT/Twr

Steel Re inf

1:2:4

1:3:6

DA

27

1.8

14 2

9 88

DB & DE

67.43

4.14

34 3

2482

DA

34.7

2.45

19 9

1275

DB & DE

-

-

-

-

DA

-

-

-

-

DB & DE

65.93

-

93.26

3141

in Kg/Twr.

Soft Rock

Wet Soft Rock

Hard Rock

Tower weights New

Recommend Documents