Ere

E R E C T I O N
M A N U A L
STEAM TURBINE
500 MW
(KWU DESIGN)
DOCUMENT NO. TS-T1-08
Bharat Heavy Electricals Limited
POWER SECTOR
TECHNICAL SERVICES (HQ)
NOIDA
Rev 00, 7-98
T1-08-0801G
Page No. 1

FOREWORD
I am glad that Power Sector - Technical Services ( Head Quarters), Noida has brought out this erection manual of 500 MW steam turbine (KWU design) being produced by BHEL. This manual lays emphasis on site optimisation techniques which aims at uniform erection practices, improvement in quality, reduction in time cycle and saving in cost.
I am sure, this manual will form the basis for site erection activities so that the organisation can derive full benefit out of this. It is needless to emphasize that upgrading of technology is a continuous process and we have to review our methods of working and make suitable changes, wherever required.
(K P Mathur)
New Delhi Executive Director
(PEM & TS)
Rev 00, 7-98
T1-08-0801G
Page No. 2

PREFACE
The Erection Manual for 500 MW Steam Turbine (KWU design) manufactured by BHEL for Thermal Power Stations has been prepared by a team of BHEL engineers having long experience in Erection & Commissioning, Design, Quality control of steam turbines. This dedicated team has been drawn from regional erection group, designed department of manufacturing units, PS-Q & TS-HQ, Noida.
The manual carries general description of steam turbine, erection procedure, special instruction, general instructions, and various other technical instructions with an intention to establish an uniform approach for erection of steam turbine.
The Erection Manual provides broad based guide line for erection of steam turbine. Product standard, technical circulars & BHEL drawings for the specific project will precede the instructions and guidelines furnished in this manual. Project specific document will be generated by region concerned. This document is generated as a standard Erection Manual for 500 MW fixed pedestal type steam turbine with spring loaded foundation.
The work done by TASK FORCE is commendable. Feed-back and suggestions are welcome for the improvement of this Erection Manual to bringing down the cycle time with quality.
BHEL reserves the right to suggest alternative procedure if necessity arises at site due to local site conditions .
(BABOO RAM)
NOIDA GENERAL MANAGER(TS&Q)
SNO
DESCRIPTION
INSTRUCTION NO Bharat Heavy Electricals Limited
Rev 00, 7-98
T1-08-0801G
Page No. 3

1
TECHNICAL DATA
T 1- 08-0101G
2
INSTRUCTION FOR HANDLING AND STORAGE OF TURBINE
T 1-08-0202G
3
ERECTION SEQUENCE
T 1-08-0303G
4
ERECTION PROCEDURE
T 1-08-0404G
5
GROUTING PROCEDURE
T 1- 08-0505G
6
ASSEMBLY OF IP MODULE AT SITE
T 1-08-0606G
7
SEALING AND ANTISEIZING COMPOUNDS
T 1-08-0707G
8
CRITICAL ACTIVITIES
T 1-08-0808G
9
SPRING LOADED FOUNDATION
T 1- 08-0909G
10
ERECTION OF PIPING
T 1-08-1010G
11
SPECIFICATION FOR GAS HEATING DEVICE
T 1-08-1111G
12
SPECIFICATION FOR BREECH NUT HEATING DEVICE
T 1-08-1212G
13
SPECIFICATION FOR THERMAL INSULATION
T1-08-1313 G
Rev 00, 7-98
T1-08-0801G
Page No. 4

The following codification system is used for numbering of instructions and the codification of Log Sheets is as per FQA document.
XX X - XX XX XX X
Alpha Numeric Numeric Numeric Numeric Alpha
Type of
Instruction
System Instruction No
System Designation
Rating of Main Equipment
Type of Manual
Product Code
1.1 PRODUCT CODE
B
Boiler
BA
Boiler Aux.
T
Turbine
TA
Turbine Aux.
G
Generator
GA
Generator Aux
P
Power Plant Piping
CI
C&I
1.2 TYPE OF MANUAL
1
Erection
2
Commissioning
3
Service
Rev 00, 7-98
T1-08-0801G
Page No. 5

1.3 RATING OF MAIN EQUIPMENT
01
200/210 MW
02
120 MW
03
110 MW
04
60 MW
05
30 MW
06
100 MW
07
235 MW
08
500 MW
KWU Design
09
210 MW
KWU Design
10
120 MW
KWU Design
11
60 MW
KWU Design
12
70 MW
KWU Design
13
Industrial Units
14
210 MW
Tower Type Concrete Pylem
15
210 MW
Tower Type Steel Structure
16
500 MW
Tower Type Once through
17
250 MW
18
CCP
Rev 00, 7-98
T1-08-0801G
Page No. 6

1.4 SYSTEM DESIGNATION
SNO
DESCRIPTION
1.
TECHNICAL DATA
2.
INSTRUCTION FOR HANDLING AND STORAGE OF TURBINE
3.
ERECTION SEQUENCE
4.
ERECTION PROCEDURE
5.
GROUTING PROCEDURE
6.
ASSEMBLY OF IP MODULE AT SITE
7.
SEALING AND ANTISEIZING COMPOUNDS
8.
CRITICAL ACTIVITIES
9.
SPRING LOADED FOUNDATION
10.
ERECTION OF PIPING
11.
SPECIFICATION FOR GAS HEATING DEVICE
12.
SPECIFICATION FOR BREECH NUT HEATING DEVICE
13.
SPECIFICATION FOR THERMAL INSULATION
1.5 TYPE OF INSTRUCTION
G
General
T
Technical
L
Log Sheet
C
Check List
Rev 00, 7-98
T1-08-0801G
Page No. 7

LOAD
RATED
500 MW
MAX. UNDER VALVE WIDE OPEN (VWO) CONDITION
524.2
CONSTRUCTION
THREE CYLINDER REHEAT CONDENSING TURBINE
500 MW
SINGLE FLOW HP TURBINE WITH 17 REACTION STAGES
TYPE
H30-100-2
DOUBLE FLOW IP TURBINE WITH 12 REACTION STAGES PER FLOW
TYPE
M30-63
DOUBLE FLOW LP TURBINE WITH 6 REACTION STAGES PER FLOW
TYPE
N30-2X10
2 MAIN STOP AND CONTROL VALVES
TYPE
EV320-1
2 REHEAT STOP AND CONTROL VALVES
TYPE
IV560
1 SWING CHECK VALVE IN COLD REHEAT LINE
MAKE
DN-800BHEL,TIRUCHY
2 BYPASS STOP AND CONTROL VALVES
DN-320
EXTRACTION SWING CHECK VALVES :
EXTRACTION-1
:
NO VALVE
-
EXTRACTION-2
:
1 SWING CHECK VALVE WITH ACTUATOR
MAKE
DN-800BHEL,TIRUCHY
EXTRACTION-3
:
1 SWING CHECK VALVE WITH ACTUATOR & 1 SWING CHECK VALVE WITHOUT ACTUATOR
MAKE
DN-500BHEL,TIRUCHY
EXTRACTION-4.1
:
MAKE
DN-500BHEL,TIRUCHY
EXTRACTION-4.2
:
MAKE
DN-500 BHEL,TIRUCHY
EXTRACTION-5
:
1 SWING CHECK VALVE WITH ACTUATOR & 1 SWING CHECK VALVE WITHOUT ACTUATOR
MAKE
DN-400BHEL,TIRUCHY
EXTRACTION-6
:
NO VALVE
SPEED
RATED SPEED
50.0 /S
Rev 00, 7-98
T1-08-0801G
Page No. 8

SPEED LIMITATION IN LOAD & STATION AUX. LOAD OPERATION MAX. SPEED, NO TIME LIMITATIONMIN. SPEED, NO TIME LIMITATION
PERMISSIBLE FOR A MAXIMUM OF 2 HRS. DURING THE LIFE OF LP BLADING SPEED BELOW SPEED ABOVE
: :
: :
524.251.5 /S47.5 /S
47.5 /S51.5 TO 60 /S
SPEED EXECUTION RANGE AT OPERATION WITHOUT LOAD*
:
6.7 TO 47.5 /S
STANDARD OVER SPEED TRIP SETTING
:
MAX. 55.5 /s
* THIS SPEED RANGE SHOULD BE PASSED THROUGH IN ONE SMOOTH OPERATION TO AVOID ENDANGERING THE BLADES DUE TO RESONANCE
STEAM PRESSURES
RATED*
LONG TIME OPERATION
SHORT TIME OPERATION
INITIAL STEAM
166.7
166.7
20.7
BAR
BEFORE 1st HP DRUM STAGE
154.4
163.4
169.9
BAR
HP CYLINDER EXHAUST
44.9
52.0
57.4**
BAR
IP CYLINDER STOP VALVE INLET
40.3
46.7
55.2**
BAR
EXTRACTION 6
44.9
52.0
57.4
BAR
EXTRACTION 5
17.5
22.2
22.2
BAR
EXTRACTION 4
7.2
8.7
8.7
BAR
EXTRACTION 3
2.58
3.2
3.2
BAR
EXTRACTION 2
1.329
1.66
1.66
BAR
EXTRACTION 1
0.257
0.41
0.41
BAR
LP CYLINDER EXHAUST
0.1013
0.3
0.3
BAR
* THESE VALUES CORRESPOND TO 500 MW LOAD WITH 3% MAKE-UP AND 0.1013 BAR BACK PRESSURE WITH ALL HEATERS IN SERVICE AND RATED STEAM CONDITIONS. ** THE SAFETY VALVES MUST BE SET SO THAT THESE SHORT TIME VALUES ARE NOT EXCEEDED.
LONG TIME OPERATION : UPPER LIMIT VALUE, PERMISSIBLE WITHOUT TIME LIMIT.
SHORT TIME OPERATION : PERMISSIBLE MOMENTARY VALUE. THE AGGREGATE DURATION OF SUCH SWINGS MUST NOT EXCEED 12 HOURS IN ANY ONE YEAR. ALL PRESSURES ARE ABSOLUTE PRESSURES Bharat Heavy Electricals Limited
Rev 00, 7-98
T1-08-0801G
Page No. 9

LOW VACUUM TRIP, STANDARD SETTING
HYDRAULIC LOW VACUUM TRIP
:
0.3
BAR
ELECTRICAL LOW VACUUM TRIP
:
0.3
BAR
HYDRAULIC LOW VACUUM TRIP BYPASS OPERATION
:
0.6
BAR
SEAL STEAM SUPPLY SYSTEM
PRESSURE IN SEAL STEAM HEADER (ABOVE ATMOSPHERIC)
:
35
MBAR
AXIAL SHIFT
ALARM
TRIP
* 0.5 mm
* 1 mm
* DIRECTION OF ROTATION ANTI CLOCK WISE WHEN VIEWED FROM FRONT PEDESTAL TOWARDS THE GENERATOR
Rev 00, 7-98
T1-08-0801G
Page No. 10

STEAM TEMPERATURES
RATED VAL. ANNUAL MEAN VALUE
LONG TIME VALUE (WITHIN ANNUAL MEAN VAL.)
400 h PER ANNUM
80 h PER ANNUM MAX. 15 MIN IN INDIVIDUAL CASE
INITIAL STEAM
536.0
546.O
552.O
566.0
OC
IP CYLINDER STOP VALVE INLET
536.0
546.3
552.0
566.0
OC
RATED VALVE *
LONG TIME OPERATION
80 h PER ANNUM MAX. 15 MIN IN INDIVIDUAL CASE
IN SPECIAL CASES AT NO LOAD
HP CYLINDER EXHAUST
340.0
360.0
440.0
500.0**
OC
EXTRACTION 6
340.0
360.0
440.0
500.0**
OC
EXTRACTION 5
413.9
421.9
459.9
OC
EXTRACTION 4
292.1
304.1
346.4
OC
EXTRACTION 3
187.3
195.3
242.3
OC
EXTRACTION 2
128.3
139.3
184.3
OC
EXTRACTION 1
66.5
86.5
136.5
OC
LP CYLINDER EXHAUST
46.1
70.0
70.0
OC
LONG TIME OPERATION : UPPER LIMIT VALUE, PERMISSIBLE WITHOUT TIME LIMIT.
* THESE VALUES CORRESPOND TO 500 MW LOAD WITH 3% MAKE-UP AND 0.1013 BAR BACK PRESSURE WITH ALL HEATERS IN SERVICE AND RATED STEAM CONDITIONS.
** ONLY VALID FOR THE NO LOAD PERIOD WITH HIGH REHEAT PRESSURE AFTER TRIP-OUT FROM FULL LOAD OPERATION. FOR INDIVIDUAL CASE APPROX. 15 MINUTES
THE TURBINE IS IMMEDIATELY RE-LOADED OR THE BOILER IMMEDIATELY REDUCED TO MINIMUM LOAD IF NO LOAD OPERATION IS MAINTAINED.
Rev 00, 7-98
T1-08-0801G
Page No. 11

CASING TEMPERATURES
WALL TEMPERATURES
ALARM AT
MACHINE MUST BE SHUT DOWN AT
HP TURBINE CASING EXHAUST
480
500
OC
OUTER CASING OF LP CYLINDER
90
110
OC
PERMISSIBLE DIFFERENTIAL TEMP. BETWEEN PARALLEL STEAM SUPPLY LINES :
• NO TIME LIMITATION : 17 OC
• SHORT TIME PERIOD (15 MIN.) : 28 OC
IN THE HOTTEST LINE THE LIMITATIONS INDICATED FOR INITIAL STEAM & REHEAT TEMP. MUST NOT BE EXCEEDED.
SPRAY WATER TO LP TURBINE MUST BE SWITCHED ON AT 90O C.
TEMPERATURES DIFFERENCE
ALARM AT
DIFFERENCE BETWEEN UPPER & LOWER CASING HALVES HP TURBINE. MIDDLE
* 90
* 100
OC
LP TURBINE. FRONT
* 30
* 45
OC
LP TURBINE. REAR
* 30
* 45
OC
FEEDWATER HEATER OUT OF SERVICE
OPERATION WITH FEEDWATER HEATER OUT OF SERVICE
MAIN STEAM FLOW Kg/s
LOAD MW
EXTRACTION A6 = 0
395
500
EXTRACTION A5 = 0
421
500
EXTRACTION A3 = 0
423
500
EXTRACTION A2 = 0
425
500
EXTRACTION A1 = 0
423
500
EXTRACTION A6, A5 = 0
400
525
OUTPUT LIMIT DURING TESTING WITH AUTOMATIC TURBINE TESTER
TESTING OF MAIN STEAM STOP & CONTROL VALVE
400
M W
TESTING OF HRH STEAM STOP & CONTROL VALVE
200 - 500
M W
MOTORING :
MOTORING IS THE CONDITION IN WHICH THE TURBINE IS DRIVEN BY THE GENERATOR AT RATED SPEED WITH THE STOP & CONTROL VALVES CLOSED. IN THIS OPERATING MODE, CERTAIN TURBINE COMPONENTS ARE HEATED UP BY WINDAGE POWER IN THE BLADING. TO PREVENT HEAT-UP BEYOND PERMISSIBLE TEMPERATURES, MOTORING MUST NOT BE ALLOWED TO CONTINUE FOR LONGER THAN ONE MINUTE. IF THE CONDENSER LOW VACUUM LIMIT OF 0.3 BAR IS EXCEEDED, MOTORING MUST NOT BE ALLOWED TO CONTINUE FOR MORE THAN 4 SECONDS. Bharat Heavy Electricals Limited
Rev 00, 7-98
T1-08-0801G
Page No. 12

BEARING TEMPERATURES
ALARM AT
OPERATION TEMPERATURE BELOW 75 OC
90
120
OC
OPERATION TEMPERATURE 75 TO 85 OC
100
120
OC
OPERATION TEMPERATURE 85 TO 90OC
110
120
OC
OPERATION TEMPERATURE ABOVE 90OC
115
120
OC
VIBRATION
ABSOLUTE BEARING HOUSING VIBRATION
ABSOLUTE SHAFT VIBRATION
STANDARD ALARM SETTING
30 μ m ABOVE NORMAL LEVEL*
μ m
MAXIMUM ALARM SETTING
35
120
μ m
LIMIT VALUE FOR TRIPPING
45
200
μ m
* THE NORMAL LEVEL IS REPRODUCIBLE VIBRATIONAL BEHAVIOUR TYPICAL FOR THE MACHINE AND DEPENDENT ON THE OPERATING CONDITIONS, VIBRATION READINGS INDICATED IN CONTROL ROOM ARE HALF PEAK. THE ABOVE VALUES ARE ALSO GIVEN IN HALF PEAK.
WEIGHTS
HP TURBINE, COMPLETELY ASSEMBLED
:
94.6
T
IP TURBINE. TOP HALF OUTER CASING
:
25.7
T
IP TURBINE, TOP HALF INNER CASING, COMPLETE WITH BLADING
:
15.5
T
LP TURBINE. TOP HALF OUTER CASING COMPLETE
:
42.6
T
LP CYLINDER, TOP HALF OUTER SHELL OF INNER CASING, COMPLETE WITH BLADING, STATIONARY BLADE CARRIERS & DIFFUSER
:
38.5
T
HP TURBINE ROTOR, COMPLETE WITH BLADING
:
16.3
T
IP TURBINE ROTOR, COMPLETE WITH BLADING
:
23.1
T
LP TURBINE ROTOR, COMPLETE WITH BLADING
:
85.8
T
MAIN STOP & CONTROL VALVE, COMPLETE WITH SERVO MOTORS, WITHOUT BEND & PIPE SECTION
:
20.9
T
REHEAT STOP & CONTROL VALVE, COMPLETE WITH SERVO MOTORS, WITHOUT BEND & PIPE SECTION
:
32.2
T
ALL WEIGHTS HAVE BEEN CALCULATED WITH SAFETY ALLOWANCES. SLINGS CHOSEN MUST PROVIDE SUFFICIENT SECURITY.
Rev 00, 7-98
T1-08-0801G
Page No. 13

OIL SUPPLY
MAIN OIL TANK, RATED CAPACITY
:
25/40
Cu . M
Ist OIL FILLING (ESTIMATED)
:
47.5
Cu . M
FLUSHING OIL QUANTITY (ESTIMATED)
:
28.5
Cu . M
OIL COOLER FOR OPERATION, NUMBER
:
1
NO.
OIL COOLER FOR RESERVE, NUMBER
:
I
NO.
OIL TEMP. AT COOLER OUTLET, UNIT IN OPERATION MIN. NORMAL MAX.
: : :
38 45 47
OC
OIL TEMP. AT COOLER OUTLET, UNIT SHUT DOWN MAX.
:
75
OC
TEMP. RISE OF OIL IN BEARINGS NORMAL MAX.
: :
20 25
OC
ESTIMATED OIL REQUIREMENTS OF BEARINGS :
BEARING 1(HP TURBINE, FRONT PEDESTAL)
:
0.8
dm3/S
BEARING 2
:
15.4
dm3/S
BEARING 3
:
4.1
dm3/S
BEARING 4
:
8.6
dm3/S
GENERATOR FRONT BEARING
:
7.92
dm3/S
GENERATOR REAR BEARING
:
7.92
dm3/S
EXCITER BEARING
:
0.70
dm3/S
1 DUPLEX OIL FILTER FOR BEARING OIL (FULL FLOW)
:
200
mm
DUPLEX OIL FILTER . TYPE - 2.62.9. SIZE 355/750. MAKE
:
BOLL & KIRCH
FILTRATION PARTICLE SIZE OF DUPLEX FILTER ELEMENT
:
37
μ m
FILTRATION PARTICLE SIZE OF MAIN OIL TANK FILTER ELEMENT
:
250
μ m
SAFETY VALVE IN JACKING OIL SYSTEM, SETTING MAX.
:
200
BAR
PRESSURE LIMITING VALVE IN JACKING OIL SYSTEM, SETTING
:
100
BAR
1 DUPLEX OIL FILTER FOR JACKING OIL
:
25
mm
FILTRATION PARTICLE SIZE OF JACKING OIL FILTER
:
37
μ m
Rev 00, 7-98
T1-08-0801G
Page No. 14

OIL PUMPS
MAIN OIL PUMP
AUXILIARY OIL PUMP
DC EMERGENCY OIL PUMP
JACKING OIL PUMP
QUANTITY
1
2
1
AC : 2
DC : 1
MAKER
BHEL
KSB
KSB
TUSHAKO
TYPE
97.22 dm3/S
ETA-150- 50VVL
ETA-100- 33VVL
SDF80
CAPACITY (RATED)
75
89.25
30
1.53
dm3/s
DISCHARGE PRESSURE (GAUGE)
8.6
6.2
2.3
178
BAR
SPEED
50
24.75
24.3
49.42
/s
DRIVE
TURBINE
AC MOTOR
DC MOTOR
AC MOTOR
DC MOTOR
Rev 00, 7-98
T1-08-0801G
Page No. 15

CONTROL FLUID SUPPLY
CONTROL FLUID TANK, RATED CAPACITY
:
10/16
Cu . M
Ist FLUID FILLING (ESTIMATED)
:
15
Cu . M
FLUSHING FLUID QUANTITY (ESTIMATED)
:
10
Cu . M
CONTROL FLUID COOLER FOR OPERATION, NUMBER
:
1
NO.
CONTROL FLUID COOLER FOR RESERVE, NUMBER
:
I
NO.
CONTROL FLUID MAINTENANCE EQUIPMENT :
GEAR PUMP MANUFACTURER TYPE
: :
STEIMEL BGK 2-24R
FLUID FLOW
:
0.28
dm3/S
GAUGE PRESSURE
:
3.06
at
SPEED
:
25
S-1
MOTOR POWER
:
0.75
KW
2 EARTH FILTERS MANUFACTURER TYPE
: :
ROTRING PYG5-350
EARTH FILLING MESH
:
140
Kg
1 FINE MESH FILTER MANUFACTURER TYPE
: :
ROTRING S-1800-14-TUY
FILTRATION PARTICLE SIZE
:
3-5
μ m
FILTER MATERIAL
:
COTTON
CONTROL FLUID SUPPLY SYSTEM
A FIRE RESISTANT FLUID IS USED FOR THE CONTROL SYSTEM
SCOPE
The document covers all steam turbine components and provides the handling, inspection and storage instructions for large steam turbine components at site. A strict adherence to these instructions is necessary to avoid damages during handling and storage at site.
Rev 00, 7-98
T1-08-0801G
Page No. 16

HANDLING OF EQUIPMENT :
In any kind of rigging work it is necessary to strictly observe the safety precautions, since even the slightest negligence and non observance of the rules may result in accidents, which may cause damage to equipment or injury to men.
The site for the rigging work involving lifting and conveying of loads should be well lighted. The loads must not be lifted unless the crane operator can see clearly the signals given by the rigger.
The positions where the slings are to be put, are marked on the packages and on the drawings. While lifting/handling these packages/equipment, the slings should only be put at the proper places.
The slings of the proper sizes and lengths should only be used for handling the equipment/packages. The angle between the two arms of the sling at the crane hook should be small (depending upon the dia of the sling) so as to have proper loading of the sling.
The turbine rotors and cylinder covers (in assembled condition are lifted by the use of special lifting devices supplied by BHEL. The use of these lifting devices facilitates correct slinging and maintain horizontal position of the components. These devices, after use, should be properly stored and conserved so as to ensure that they do not get damaged during storage. Before using them, they should be thoroughly inspected.
The work related to handling of the loads (packages or equipment) by crane or by other hoisting mechanism should be entrusted to trained riggers only. If the rigger/operator is not sure of the weight of the item/package (load) to be handled, he must ask for the required information before handling the equipment.
The rigger and the crane operator should see that the hook and the ropes of the crane occupy vertical position, before hoisting the load. Dragging of the load by slanting ropes is not allowed. The center of gravity of the load should be aligned with the vertical axis of the crane hook.
The eye bolts, 'D' shackles, turn buckles, and wire ropes of suitable sizes should only be used for handling of the equipment. Before using, they should be thoroughly inspected to their full threads, so as to avoid any chance of slipping then the load comes on them.
Before giving a signal to lift the load, the rigger must check and ensure that there are no loose parts or tools on the load, which might fall during lifting. Then the load must be lifted 100 or 200 mm high for checking the uniformity of sling tensioning and reliability of lashing. If it is necessary to rearrange the sling lengths, the load must be lowered and then the slings rearranged.
Before horizontal conveyance of the load the rigger must see that the load has been lifted to a height at least 0.5 M above the tallest object, on the path of the load.
Rev 00, 7-98
T1-08-0801G
Page No. 17

While the load is being conveyed, the rigger must accompany it and see that it is not moved above any person. Prior to lowering the load the rigger should examine the ground on which the load will be, lowered and make sure that these is no risk of falling or slipping of the load.
If any one of the personnel present during lifting or lowering of the load detects some defect of the crane or sling of notices some conditions jeopardizing the lifting or lowering operation, he must give a signal for emergency grounding of the package or components.
Smooth lifting and transportation of equipment must be ensured. Shocks and jerks should be avoided.
All lifting devices, slings must be properly conserved after use and periodically inspected and tested.
In the turbines having diaphragms, it is prohibited to handle diaphragms by putting slings in between the blades. For handling the welded diaphragms, special lifting devices is supplied by BHEL and the cast diaphragms are handled by putting the eye bolts, for which the provision of threads holes have been made in the diaphragms.
While handling the bearings, it is prohibited to put the sling across the rabbit surface of the bearings. Threaded holes have been provided; in which the eye bolts have to be put for handling of the bearings.
While handling the cylinders, it must be ensured that the slings or any other material does not get rubbed at their horizontal and vertical parting planes or at any other machined surface.
The handling of the long components such as longitudinal girder, endwall etc. should be done with extra care. When they are placed on the floor, in addition to the end supports, few extra supports at the intermediate positions must be provided.
While handling LP rotor with free standing blades, care must be taken to ensure that no force is exerted on the free standing blades to avoid collapsing of clamping pieces under blade root.
MARKINGS ON PACKING CASES
Various symbols are marked on the packing cases as per 0456.001 to facilitate storage and handling of the crates and protection of equipment inside.
INSPECTION
Before storing the equipment it should be opened for visual examination or the internal packing, protective coating and condition of the equipment. Any damage to packing and conservation should be immediately rectified.
It is necessary to carryout first inspection within three weeks of arrival of the consignment. Thereafter, all the equipment should be inspected once in every three months to insure that the conservation is intact. During rainy season, the inspection should be done once in a month. At any time, if any original
Rev 00, 7-98
T1-08-0801G
Page No. 18

conservation is found damaged, it should be reconserved as per relevant conservation instructions No. ST 33004.
While inspecting the packages containing rotors, special care should be taken to check the journals. In case of slightest sign of pitting on the journals and thrust collar, immediate steps for rectification should be taken and equipment reconserved as per relevant conservation instructions.
STORAGE
All steam turbine equipment should be accommodated in the designated place of storage immediately after arrival at destination. This is very essential particularly during the rainy season.
Store houses fall into the following categories
TYPE OF
CONDITIONS
STORE HOUSE
TEMP.
RELATIVE HUMIDITY
ARRANGEMENT
'P'
+50 C to 500 C
< 70 %
Totally enclosed, rain proof, ventilated and dry with cemented floor.
'Q'
upto 500 C
-
Roofed area with walls (of brick / asbestos/ GI sheet ) around and cemented / pucca hard floor.
'R'
-
-
Raised platform with shed of asbestos / GI sheet / water proof tarapaulin.
'S'
-
-
Raised Platform.
Rev 00, 7-98
T1-08-0801G
Page No. 19

The platforms and store-houses should be built up in conformity with the fire prevention rules and standards. Complete storage area especially the ‘R’ & ‘S’ catagory must be adequately fenced & protected against theft & pilferage.
These store houses and areas around them should have proper drainage facility for the sub-soil, surface and rain water. The water should not be allowed to stand or get accumulated in these areas, especially where the material has been stored.
Store house should be provided with proper ventilation facilities.
Level should be maintained for all the packages and equipment and should be uniformly supported to avoid distortion. The long packages should be supported at intermediate places also, so as to avoid sagging during storage.
Store houses should preferably be equipped with proper lifting devices to ensure normal handling of equipment.
Small and medium size parts can be kept on shelves with proper identification tags.
Packages upto 5 tones can be placed on upon the other upto 2.5m in height using required number of wooden spacers 50 mm thick. In doing so, lighter packages would be laid upon heavier once to avoid any damage to lower packages.
Articles weighing more than 5 tones should be laid in a single tier.
For heavier components under ‘Q’, the roof/walls may be constructed/fabricated after placement of the component on cemented/pucca hard floor.
Rev 00, 7-98
T1-08-0801G
Page No. 20

STORAGE OF STEAM TURBINE COMPONENTS
SNO.
DESCRIPTION OF THE COMPONENT
TYPE OF STORAGE
1.
FOUNDATION BOLT
Q
2.
EMBEDDED PARTS (ADDITIONAL)
R
3.
COMPONENTS OF BASE PLATE ASSLY.
Q
4.
BASE PLATE LP CASING
R
5.
LP OUTER CASIONG
R
6.
LONGITUDINAL GIRDER (LEFT & RIGHT)
R
7.
LP FRONT WALL (TS&GS)
R
8.
LP SHAFT SEALING (FRONT & REAR)
Q
9.
AUXILIARIES OF TURBINE
Q
10.
HP/IP BEARING PEDESTAL
Q
11.
HP/IP BEARING PEDESTAL ASSEMBLY PARTS
Q
12.
IP/LP PEDESTAL ASSEMBLY
Q
13.
LP/GEN. PEDESTAL
Q
14.
BEARING PEDESTAL PARTS
Q
15.
FRONT BEARING PEDESTAL
Q
16.
LIFTING BEAM
R
17.
LP CASING EXTRACTION A1
R
18.
LP EXTRACTION A2
R
19.
LP EXTRACTION A3
R
20.
LP EXTRACTION PIPE SHEATHING
R
21.
INNER GUIDE PLATE DIFFUSER
R
22.
DIFFUSER (UPPER & LOWER HALVES)
R
23.
LP INNER-OUTER CASING (VH)
Q
24.
LP INNER CASING ASSEMBLY (LH & VH)
Q
25.
HEATING DEVICE
Q
26.
LP CASING ASSEMBLY
Q
27.
LP INNER CASING ASSEMBLY (FASTENER)
Q
28.
INNER GUIDE PLATE DIFFUSER (GS)
R
29.
LP ROTOR
Q
30.
IP TURBINE
Q
Rev 00, 7-98
T1-08-0801G
Page No. 21

31.
IP TURBINE PARTS
Q
32.
IP INLET PIPES
Q
33.
HP TURBINE
Q
34.
HP INLET ASSEMBLY
Q
35.
HP EXHAUST ELBOW
Q
36.
HPT RELATED PARTS
Q
37.
FRAME FOR SUSPENSION (ESV)
R
38.
SUSPENSION OF VALVE (ESV)
Q
39.
ESV & CV CASING WITH VALVE
Q
40.
ESV SERVOMOTORS WITH LIMIT SWITCH
Q
41.
HP CONTROL VALVE SERVOMOTORS
Q
42.
SUSPENSION OF VALVE (IV)
Q
43.
IV & CV CASING WITH VALVE
Q
44.
IV SERVOMOTORS WITH LIMIT SWITCH
Q
45.
IP CONTROL VALVE SERVOMOTORS
Q
46.
FRAME FOR SUSPENSION (IV)
R
47.
IV SERVOMOTORS WITH LIMIT SWITCH
Q
48.
STEAM BLOWING & HYD. TEST DEVICE
Q
49.
TOOLS FOR GOVERNING SYSTEM
Q
50.
SUSPENSION OF LPB VALVE
Q
51.
WATER INJECTION VALVES
Q
52.
CHEST LPB WITH STOP & CONTROL VALVE
q
53.
LPB STOP VALVE SERVOMOTOR
Q
54.
LPB CONTROL VALVES SERVOMOTORS
Q
55.
INJR. FOR SUCTION PIPE NB 350
R
56.
INJR. FOR SUCTION PIPE NB 300
R
57.
MAIN OIL TANK
R
58.
MAIN OIL TANK & NOZZLE ASSEMBLY
R
59.
OIL STRAINER
Q
60.
LEVEL MONITOR INSTALLATION
Q
61.
INSTRUMENTS
Q
62.
LEAKAGE / DIRTY FLUID TANK
R
63.
VARIABLE ORIFICES & THROTTLE
Q
Rev 00, 7-98
T1-08-0801G
Page No. 22

64.
CONTROL FLUID TANK
R
65.
CONTROL FLUID TANK NOZZLE ARRANGEMENT
R
66.
EXPANSION TANK
R
67.
FILTER & PR. DAMPING DEVICES
Q
68.
CROSS AROUND PIPE
R
69.
SUPPORT FOR CAP
R
70.
CHANGE OVER VALVE
R
71.
RATING & MONOGRAM PLATES
Q
72.
OIL STRIPER
R
73.
HOUSING FOR HRH STEAM STRAINER
R
74.
HOUSING FOR MAIN STEAM STRAINER
R
75.
MS & HRH STR.HSG GASKET
Q
76.
STEAM STRAINER MS
Q
77.
STEAM STRAINER HRH
Q
78.
COMPENSATOR
Q
79.
TURBINE CONTROL LPB / SUPPLY RACK
Q
80.
TEMPERATURE & PRESSURE CONNECTIONS
Q
81.
PR. TRANSMITTERS BAR. PROBES THERMOCOUPLES
Q
82.
TRANSMITTERS & JUNCTION BOXES
Q
Rev 00, 7-98
T1-08-0801G
Page No. 23

STORAGE & PRESERVATION OF COMPONENTS OF TURBOGENERATOR, EXCITER AND SYSTEMS
SNO.
TYPE OF STORAGE
1.
EMBEDDED PARTS
R
2.
FOUNDATION PARTS
R
3.
WOUND STATOR WITH GAS COOLERS
Q
4.
TURNION FOOT PLATES
Q
5.
ROTOR
Q
6.
ASSEMBLY OF PIPE CONTROL FOR GAS COOLERS
R
7.
END SHIELDS
Q
8.
FAN SHIELD, GEN VVIEW HEADER ASSEMBLY
R
9.
TERMINAL BUSHING AND HEADER ASSEMBLY
Q
10.
BEARING WITH BRUSH GEAR
Q
11.
SEAL BODY
Q
12.
TEMP. CONNECTION
Q
13.
CASING FOR TURNIONS
R
14.
ERECTION MATERIALS
Q
15.
ERECTION DEVICES
R
16.
SHAFT SEALS
Q
17.
SEAL RINGS
Q
18.
ADOPTING RING
Q
19.
AUXILIARY BEARING
Q
20.
CENTRIFUGAL FAN
Q
21.
CARBON DIOXIDE VAPOURISER
Q
22.
FILTER O.C.P.
Q
23.
EXPANSION TANK
R
24.
OIL SEPARATOR
R
25.
PRE CHAMBER
R
26.
S.O.S.T.
R
27.
SEAL OIL UNIT
Q
28.
HYDROGEN DISTRIBUTION
R
29.
CARBON DIOXIDE DISTRIBUTION
R
30.
VALVES FOR AUXILIARY SYSTEMS
P
31.
GAS UNITS
Q
32.
FLEXIBLE LEADS
Q
STORAGE & PRESERVATION OF COMPONENTS OF HEAT EXCHANGERS
SNO.
TYPE OF STORAGE
PRODUCT : CONDENSER Bharat Heavy Electricals Limited
Rev 00, 7-98
T1-08-0801G
Page No. 24

1.
BOTTOM PLATE
S
2.
LOWER DOM WALL
S
3.
SIDE WALL
S
4.
WATER CHAMBER
Q
5.
UPPER DOM WALL
S
6.
STIFFENING PIPES
S
7.
STIFFENING RODS
S
8.
TUBE SUPPORT PLATE
R
9.
WATER BOX
R
10.
AIR EXTRACTION PIPING
R
11.
HOTWELL
S
12.
SPRING ELEMENTS
R
13.
LOOSE ITEMS
Q
14.
INSTRUMENTS
Q
15.
CONDENSER TUBES (STAINLESS STEEL)
R
16.
CONDENSER TUBES (NON-FERROUS)
Q
17.
VACUUM PUMP
Q
18.
EJECTOR
R
19.
AIR MEASURING DEVICE
Q
PRODUCT : HEATER
1.
GLAND STEAM CONDENSER
R
2.
STAND PIPE
Q
3.
INSTRUMENTS
Q
4.
DRAIN COOLER
R
5.
L.P.HEATERS
R
PRODUCT : COOLER
1.
OIL COOLER
R
2.
CONTROL FLUID COOLER
R
3.
STATOR WATER COOLER
R
4.
HYDROGEN COOLER
Q
5.
EXCITER AIR COOLER
Q
6.
INSTRUMENTS / LOOSE ITEM
Q
Rev 00, 7-98
T1-08-0801G
Page No. 25

MAXIMUM PERMISSIBLE LOADING FOR WIRE ROPES IN KG.
NOMINAL
SINGLE
DOUBLE CORD WITH INCLUDED ANGLE OF
DIA (d) OF ROPES mm
CORD
0o
45o
90o
120o
9
522
1044
965
738
522
12
1170
2340
2070
1580
1170
18
2150
4300
4000
3060
2150
24
3850
7700
2100
5400
3850
30
6200
12400
11500
8800
6200
36
9000
18000
16600
12700
9000
42
12200
24400
22600
17300
12200
48
16000
32000
29500
22600
16000
54
20200
40400
37300
28500
20200
60
24900
49800
46000
35200
24900
66
30100
60200
55700
42600
30100
72
35800
71600
66200
50700
35800
78
42100
84200
77700
59500
42100
84
48800
97600
90200
69000
48800
90
56000
112000
103500
79200
56000
96
63700
127400
117700
90000
63700
102
71900
143800
132900
101700
71900
108
81000
162000
149700
114500
81000
114
89900
179800
166100
127100
89900
120
99700
199400
184300
141100
99700
Rev 00, 7-98
T1-08-0801G
Page No. 26

ERECTION SEQUENCE
(For 500 MW Fixed pedestal type Turbine with spring loaded foundation)
1. Cleaning and checking of Turbine and Generator foundations as per the transverse and longitudinal axis including their elevation.
2. Prepare and install LP base plates, HP front pedestal, HP rear pedestal, LP front pedestal, LP rear pedestal along with their anchor bolts and anchor plates.
3. Provisionally align and level all the pedestal and LP base plates as per the transverse and longitudinal axis including their elevation.
4. Matching of anchor plates of pedestal and LP base plates to ensure their perfect seating.
5. Finally align and level HP front, HP rear, LP front and LP rear pedestals along with LP base plates as per the transverse and longitudinal axis including their elevation and catenary as per the design.
6. Prepare and install steel bars for LP casing centralising keys in foundation slab as per the required center line .
7. Weld locating ring of LP front pedestal and steel bars of LP front and LP rear centralising keys.
8. Prepare shuttering and grouting of the pedestals and LP base plates including anchor plates of HP rear pedestal.
9. Prepare, install, align/ level both the LP girder along with their carrier plates.
10. Prepare , install and assemble LP front and rear end walls with the LP girders.
11. Level / align LP outer casing lower half as per the transverse and longitudinal axis of the machine.
12. Install permanent packers of LP outer casing including their radial and axial keys.
13. Prepare and install LP inner outer casing along with gusset plates in position
Rev 00, 7-98
T1-08-0801G
Page No. 27

14. Align LP inner outer casing lower half and level it. Install LP casing parting plane platform .
15. Prepare and install LP front and LP rear lower half shaft seals housing and align it provisionally.
16. Prepare and install LP rotor along with their bellows in position.
17. Align LP rotor radially and axially in position and record free run out of rotor.
18. Record/ Ensure radial and axial clearances of the LP casing including rotor float including fitting of final axial keys of the LP inner casing .
19. Box up LP inner inner casing and heat tighten the parting plane bolts.
20. Box up LP inner outer casing .
21. Prepare and place HP module in position on temporary packers.
22. Transfer the load of HP rotor on bearings from the transport device and align it radially and axially.
23. Check free run out of HP rotor on journal and coupling face including its float.
24. Prepare and place IP module in position on temporary packers. (In case IP module is sent to site in disassembled condition, refer Instruction T1-08-0606G.
25. Loading of IP rear end of the shaft on bearing and removal of transport device.
26. Provisionally align HP , IP and LP rotor .
27. Couple HP / IP rotor on temporary Bolts and align rotor / casing radially and axially.
28. Record/ Ensure IP rotor float by shifting HP casing axially.
29. Conduct Horn drop test of HP casing without any radial and axial keys and pipe lines.
30. Conduct Horn drop test of IP casing without IP inlet upper half pipe lines.
31. Assembly of breech nut of HP casing and Main Steam Stop & Control valve assembly.
Rev 00, 7-98
T1-08-0801G
Page No. 28

32. Erection of Reheat Stop & Control valve assembly.
33. Weld IP inlet upper half pipe and record Horn drop values without radial-axial keys.
34. Alignment of HP/IP/LP rotors and their coupling on temporary bolts including its couple runout.
35. Swing check of HP rotor on its front end with temporary alternate bolt tightened on HP/IP coupling .
36. MOP alignment and its doweling.
37. Reaming/honing of HP/IP and LP/IP coupling including fitting of final coupling bolts.
38. Fixing of axial position of shaft and assembly of thrust bearing including its colour matching.
39. Roll check of HP/IP casing and fixing of radial and axial keys of the casing (Casing final packers need not to be put at this stage).
40. Assembly of bearings and checking of all clearances including fittings of side pads of bearing, yoke keys etc.
41. Turbovisory works in all the pedestal i.e. assembly and calibration of thrust bearing axial shift, LP rotor expansions pick up, Hall generator and thermocouples of bearing .
42. Preparations of the bearing for oil flushing.
43. Oil flushing of the machine and normalizing the bearing after oil flushing.
44. Preparation and floating of TG deck as per Instruction No. T1-08-0909G.
45. Decoupling of HP / IP, LP/IP, LP/Gen., Gen./Exciter coupling and rechecking of alignment/catenary after floating of TG deck spring.
46. Final tightening of HP/IP, IP/LP , LP/Generator and Generator / Exciter coupling after correcting the alignment including their couple run out and swing check of rotor on HP Front and exciter rotor.
Rev 00, 7-98
T1-08-0801G
Page No. 29

47. Checking /Correction of LP shaft seal clearance after floating of TG deck with CW pump in operation and water in the hot well of condenser upto operating level.
48. Roll check of HP, IP casing in up and down direction only with TG deck in floating condition and CW pump in operation including water in hot well upto normal level.
49. Assembly of final packers of the HP, IP casing after completing the roll check in up and down direction.
50. Recording of final Horn drop of HP and IP casing after completing the welding of HP inlet, HP exhaust , IP inlet and Cross around piping.
51. Preparation and boxing up of LP casing after competing the full Roll check of LP casing and fitting of final casing packers and radial keys.
52. Barring gear.
Rev 00, 7-98
T1-08-0801G
Page No. 30

CHECKING OF FOUNDATION BEFORE CASTING
Customer to provide, center line and elevation point.
Check positioning of all the inserts and fixed points with respect to center line in transverse and longitudinal direction as per BHEL Hardwar drawings.
Check elevation of all points.
Check verticality of all the pipe sleeves with the help of plumb.
Ensure proper locking of all the insert and fixed points before grouting.
Ensure leveling on the fixed points of LP girder and LP rear pedestal.
Preserve machined surfaces of all the fixed points against any damages due to Improper handling.
Ensure proper flatness of the bottom seating plate of all the inserts.
Ensure proper stiffeners in all the vertical and horizontal embedment provided for various purposes like hangers and supports etc.
Ensure proper cleaning of the area before casting.
Remove all unwanted material.
NOTE: In case of spring loaded TG deck refer Installation Instruction No. T1-08-0909G prior to positioning of inserts etc.
CHECKS DURING CASTING/POURING OF CONCRETE
Casting of foundationTG deck should be carried out immediately after inspection of the foundationTG deck i.e. within 3-4 days after final inspection to avoid any disturbance to the inserts and fixed point.
Ensure no disturbance to the insert etc. during pouring of concrete while vibrators are used.
Rev 00, 7-98
T1-08-0801G
Page No. 31

About 15-20 mm extra concrete may be left on top on all the pedestals and LP base plate area for chipping/cleaning purpose at a later date.
Close all the pipe sleeve from top to avoid entry of concrete inside. Alternately the pipe sleeve should be filled with sand.
CHECKING OF FOUNDATION AFTER CASTING
Clean complete foundation and remove all shuttering etc.
Ensure there is no loose concrete layer in the region where the pedestal and base plates are to be laid. No repair should be done in this region without consulting the turbine erection engineer.
Cover all the opening before checking any dimensional measurement to avoid any accident.
Establish a suitable longitudinal axis considering the fixed point of the LP rear pedestal and various pipe sleeves / inserts.
Establish a transverse axis as 90 degree with the help of the odolite.
Measure pitching/elevation of all the inserts and fixed points.
Measure elevation of all foundation on different pedestal and LP base plate area.
Check level of LP rear pedestal fixed points and if required correction may be carried out.
PREPARATION OF FOUNDATION FOR PLACEMENT OF PEDESTALS AND BASE PLATES:
Foundation are to be cleaned and loose concrete are to be chipped off.
Maintain elevation of foundation to ensure correct thickness of non-shrink grout.
A reference point for elevation in respect of machine center line (equivalent to LP rear pedestal) is to be maintained at a proper place. This point is to be preserved with proper protection. For making reference point a one side ground plate of about 200 x300 x20 mm may be used. This may be welded on a I-beam near Generator. The ground position of the plate is to be kept on top side and all elevation are to be transferred from this point with the help of water level jar. A correct elevation reading is to be punched on this plate. This reference point is to be used only during the turbine erection period.
Clean and deburr piping sleeves of the foundation on ID/OD of the pipe.
Ensure all corners of the foundation remains perfect during chipping of extra concrete of foundation.
Rev 00, 7-98
T1-08-0801G
Page No. 32

PLACEMENT OF PEDESTALS
Open and clean the pedestal.
Ensure there is no paint/oil on bottom face of the pedestal sole plate.
Ensure there is no paint on inside surface or the pedestal and if required sand blasting may be carried out at site.
Ensure correct fitting/clearance of locating rings of LP rear pedestal.
The half bore error of pedestals is punched by manufacturing unit however in case it is not there, measure and punch half bore error of pedestal in left/right side of the pedestal. If the error is nil then this may be punched as zero-zero.
Ensure that the pedestal parting plane is feeler tight after tightening all the parting plane bolts. If required, colour matching may be carried out but scraping/cutting is to be done on upper half cover only.
Check proper colour contact of spherical/cylindrical supports of the bearing with the pedestal.
Rev 00, 7-98
T1-08-0801G
Page No. 33

Check contact between spherical Torus piece of bearing and spherical/cylindrical seat. In case of any variation in contact no scraping/cutting to be carried out at site and this may be referred to manufacturing unit. Also refer T1-08-0808G. Check centering of individual bearing w.r.t. pedestal seal bores by fixing pianowire on individual pedestal.
Ensure cleanliness of all pedestal oil lines. Close opening of oil lines of pedestal to avoid any foreign material entering in these pipe lines during erection at site.
Weld MOP suction and discharge pipe lines in HP front pedestal as per the drawing before placement.
Assemble protection sheet in the foundation bolt holes of pedestals.
Assemble anchor bolts along with anchor plate of the pedestals. Ensure that there is good contact available to the backing plate with the foundation. If required colour matching/grinding may be carried out to achieve the contact.
Assemble protection sheet in the anchor bolt hole from bottom side of HP rear pedestal foundation to avoid entry of grout metal.
Ensure level of both anchor plate of H.P. rear pedestal with 70-90 mm gap for filling of grouting concrete.
Adjust height of the Anchor Bolts as specified in the drawing.
PLACEMENT OF LP BASE PLATE, OVER THE FOUNDATION :
Clean all the four base plates.
Mark/punch center line on the base plate as per drawing.
Ensure proper cleaning of base plate on bottom side.
Put identification marks on each base plate to avoid any mistake in positioning of the same.
Do colour matching of all the eight nos. carrier plate on both the faces.
Match LP base plate with the individual carrier plate.
Place all the four base plates in position along with their leveling screws and foundation bolts.
Provisionally align and level all the four base plates.
Assemble protection sheet in the foundation bolt holes.
Rev 00, 7-98
T1-08-0801G
Page No. 34

ALIGNMENT OF PEDESTALS AND LP BASE PLATES
Provisionally align and level all the four pedestals including LP base plates with reference to the earlier marked longitudinal and transverse axis. The elevation reference is to be taken from the already positioned plate for this purpose.
Align and level LP rear pedestal and set the elevation as per machine center line.
Use piano wire arrangement with micrometer for centering of pedestal bore and use water level jar for setting of elevation. Use measuring tape to maintain pitching of the bearing from one pedestal to another. Pedestals are to be set in level condition on both longitudinal and transverse direction. Align and level HP front, HP rear and LP front pedestals. Elevation of the pedestals are to be set as per catenary of the machine considering the half bore error of the pedestal if any.
Align and level, LP base plates. Elevation of LP base plate is to be kept higher than the rear pair of LP base plate in line with catenary of rotor.
After alignment of LP rear pedestal weld the locating rings as mentioned in the drawing.
During welding of locating ring, ensure that there is no movement in the pedestal in any of the direction.
Rev 00, 7-98
T1-08-0801G
Page No. 35

GROUTING OF PEDESTALS AND LP BASE PLATES
Fill 3 to 8 mm washed Pea-gravel in all the anchor bolts sleeves. These gravel are necessary to give damping effect to the anchor bolts during operation of the machine.
Seal anchor bolts holes after filling of gravel to avoid any entry of grout metal. Medical tape may be used for sealing of these anchor bolt holes.
Clean foundation with compressed air.
Make shuttering of all the pedestal and LP base plates. Use thick polythene sheet inside the shuttering to give better finish and avoid moisture absorption by shuttering.
Shuttering should be made with maximum care to avoid any leakage of grout concrete. All sides of the shuttering are to be sealed either with some sealing compound or with thick mixture of grout material to avoid leakage of grout material.
Foundation are to be kept wet for about 6 hrs. before grouting.
Non shrinkage cement duly approved by BHEL is to be used for grouting of the pedestals and base plate.
Use fresh stock of the grouting material only and check the strength of the material before use.
During grouting, the mixture has to be poured from one end only and it has to flow to opposite end to avoid any blockage of air pocket.
Water curing is to be carried out for about 10 days duration.
All anchor bolts are to be stretched minimum after 21 days of grouting.
HP, IP & LP module placement work can be taken up after 24 hours of grouting of the pedestal and base plates.
For individual pedestal and base plate, grout mixture should be poured in one lot only.
PLACEMENT OF HP MODULE IN POSITION
Ensure matching of all the four palms of the module where it is resting on the pedestals.
Ensure matching and parallelity of front and rear key block of the HP casing.
Assemble all four jacking screw of HPC and ensure their free movement.
Clean journals and coupling of the HP rotor.
Record journal dia, coupling hole sizes and spigot dia of HP rotor.
Rev 00, 7-98
T1-08-0801G
Page No. 36

Lift module in level condition and place it in position by keeping it 3 to 5 mm toward front pedestal side.
During placement of module use temporary packers similar to permanent and additionally support it by four jacking screws.
Ensure load on all four packers with the help of some additional shims if required.
Install temporary radial and axial keys of the casing.
Prepare HP rotor for alignment (Ref. section 20 before placing the IP module.
PLACEMENT OF IP MODULE IN POSITION
Ensure matching of all the four palms of the module where it is resting on the pedestals.
Ensure matching and parallelity of front and rear key block of IP casing.
Assemble all four jacking screws of IP casing and ensure their free movement. If these jacking screw holes are provided with the bolts from factory then same are to be removed before placement of module.
Clean IP rotor on both sides including coupling and journal.
Record spigot /recess, journal dia, and coupling hole sizes.
Lift the module in level condition and place the module in position by moving about 7 to 8 mm towards generator end. Use temporary packers for placement of module in position and additionally support the module with jacking screws.
Ensure load on all four packers with the help of some additional shims if required.
Provisionally align the casing on front and rear pedestal bore. Install temporary radial and axial keys of the casing with some shims.
Prepare IP rotor for alignment (Ref. section 20).
NOTE: In case IP module is sent to site in disassembled condition, refer Instruction T1-08-0606G.
ASSEMBLY OF LP MODULE
This assembly can be divided in following sub assemblies:
Rev 00, 7-98
T1-08-0801G
Page No. 37

Assembly of girder and end walls.
Assembly of LP inner inner and LP inner outer casing lower half.
Assembly / welding of LP outer casing.
Before starting assembly of LP casing in position, following works are also to be completed :
- Positioning and welding of LP casing centering pin of front and rear side.
- Positioning of key block of LP casing axial keys.
- Positioning of all internal of condenser.
POSITIONING AND WELDING OF LP CASING CENTERING PIN
Two nos. centering pins are to be located below LP front and LP rear pedestal. Necessary pipe along with two sq. end plates are already provided in the foundation to take the radial load of the LP casing:
Plumb the center line from LP front and LP rear pedestal bore on both side over the square plate of the foundation.
Establish accurate position of the pin and put a punch mark at a required height and mark a circle and a controlling circle over all the four sq. Plates.
Rev 00, 7-98
T1-08-0801G
Page No. 38

Dia of the circle must be equal to pin dia. A template equivalent to pin dia has to be made for this purpose with about 20 mm thick plate and a welded pipe for using as an handle. The template dia must be very accurate and same may be made on machine.
Make precise hole with gas cutting/grinding to match template on all four embedded plate. Ensure that the template is fitted with minimum clearance and hole center are perfect as per marking.
Drill hole of about 10 mm dia on one of square plate of LP front and on one plate of LP rear for air venting to avoid cracks during welding.
Insert both the pins and carry out the welding as per laid down procedure. Before welding set correct axial position of the pins.
Insert key block on both the pins and weld their locking ring also. Ensure proper clearances in key block before welding of its locking ring.
Preheating of 200 degree Celsius or more to be achieved before any welding. Dye penetrate test on root run and after final welding is to be carried out.
Rev 00, 7-98
T1-08-0801G
Page No. 39

ASSEMBLY OF GIRDER AND END WALL
Colour match side matching flange of girder with the surface plate.
Colour match seating flange of girder where it rests over the LP base plate.
Match and ensure parallality of axial key ways of girder.
Colour match side flanges of end wall.
Match and ensure parallality of key block of end wall.
Place left and right girder with carrier plate, spacer and lubrite packer on LP base plate.
Provisionally align and level the girders. Set height of the girder equivalent to machine center line maintaining catenary of the machine with the help of water level jar arrangement.
Assemble locking plate of the front and rear end wall to facilitate its assembly with the girders.
Assemble front and rear end wall with the girders and ensure perfect parting plane level during tightening.
Align, level LP outer casing and ensure contact of packers by colour matching/machining of spacer height.
Install LP casing radial and axial keys.
Assemble inner outer casing axial key blocks on left and right side of girder and dowel them.
Lock with tack welding all the vertical joint bolts.
Put a seal weld run between girder and end wall joint all around except on top face.
Weld girder and end wall parting plane joint with argon welding. Before welding make a V groove with the help of a chisel and allow the projection of material on surface. Do not make the groove by grinding.
Do colour matching with a surface plate on all four corner where argon welding have been carried out.
ASSEMBLY OF LP INNER INNER AND LP INNER OUTER CASING LOWER HALF
The LP inner inner casing lower half is received from factory in assembled condition with LP inner outer casing lower half.
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Clean the casing and check all the threaded holes.
Do colour matching on all four corners of the casing where it rest over the girder.
Colour match all eight carrier plates of inner casing on both side.
Assemble all carrier plates on girder and do the colour matching with individual carrier plate.
Prepare Gusset plate of front and rear side with temporary radial keys for fitting in LP inner casing.
Level and lift LP inner outer casing and assemble/weld both the gusset plates with the help of some temporary support.
Lower the casing in position over the carrier plates fitted with spacer and lubrite packer.
Provisionally align the casing radially and axially.
Support the gusset plate with the help of screw jack (about 10-15 tons) on front and rear side by taking support from condenser stiffeners. Screw jack is to be unscrewed after box-up.
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Adjust the height of the LP inner outer casing as per center line of the machine and then level it with the help of water level jar arrangement.
Ensure that all the eight packers have good contact. Loading of each packer is to be ensured.
Lower the casing by about 2 mm on all the eight packers with the help of shims for placement of LP rotor to avoid any fauling during placement of rotor.
Fit and weld all gusset plate stiffener pipes except pipe between LP inner outer casing and condenser. Do not make any weld connection between condenser and any of these stiffeners till neck welding of the condenser is over.
PLACEMENT OF LP ROTOR
Measure journal dia, spigot dia and coupling hole sizes.
Ensure centering of temporary bearing support in the LP front pedestal for placement of LP rotor.
Place LP rear bearing in position.
Prepare shaft seal compensator along with gaskets (Gasket to be installed in fully ring shape only ) and position them on LP rotor with the help of supplied supports of compensator.
Lift LP rotor with the supplied lifting beam in perfectly level condition and place it in position. During lowering of rotor ensure radial clearance with the help of long feeler gauges in the LP casing.
WELDING OF LP OUTER CASING
The welding of LP outer cover is to be carried out before placement of LP Rotor in position to avoid damage to the rotor.
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Colour match and remove all high spots of the matching flange of the LP outer casing.
Ensure good contact between parted diffuser of LP front and LP rear cover.
Colour match and remove all the high spots of the parted diffuser/vertical face to ensure good contact with the compensator at a later stage.
Colour match and remove all burrs and high spots from parting plane of LP outer casing.
Side flange of LP front and rear cover are to be ensured in right angle to achieve good contact with their matching flanges.
Place LP front LP rear cover along with parted diffuser and ensure feeler tight joint after tightening the parting plane bolts. The joint must be feeler tight just after normal tightening of bolts. Do not over tighten parting plane bolts.
Ensure matching of parted diffuser face on both side of LP casing. If necessary colour matching may be carried out to achieve a feeler tight joint.
Drill/ream all the parting plane holes as per drawings and install all dowel pins.
After fixing of LP front and rear cover measure the dimension for positioning of both the center flanges. The dimension are to be recorded in such a way that there is no clearance after fitting of center flanges in position on both side with the LP front and rear cover. The center flanges are supplied in extra length on both sides from the factory and final length are to be maintained at site only.
Drill/ream dowel pin holes in center flanges and install all dowel pins in position. Ensure drilling and reaming of all dowel pin holes to equal depth.
Fit both the center pieces of the cover in position.
Achieve the fitting clearances for welding as per laid down procedure.
Weld/lock LP upper half flange with respect to lower half casing with the help of metal cleats to minimise the distortion during welding of LP cover. The cleats may be welded at an interval of about one meter distance.
Carry out the welding as per the following welding procedure.
WELDING PROCEDURE
Tack weld the crowned seam joint. permanently welding approx. 100 mm at the generator end of the joint.
Opposite tack welded radial joint 2, permanently weld approx. 100 mm of the crowned seam joint, pos. 1, staggering the two weld ends to ensure a perfect transition when the crowned seam joint is finish welded.
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Tack weld the crowned seam joint at regular intervals with a tack of 5T and pitch of 25T.
When welding radial joint 2, shell plates 1 & 2, tacked together, rest on but are not tacked to the retaining strip in the region of joint 1, so that any shrinkage occurring during welding of seam 2 is not obstructed.
The tacking & welding sequence applies for all shells courses.
Weld radial seam at TE according to welding sequence plan.
Align, adjust and tack weld radial seam at GE.
Weld radial seam at GE according to welding sequence plan.
Weld crowned seam joint.
Align shell courses on joint strips and tack weld,
Weld on joint strips from center & ends of shell plate.
Insert pins in top half casing, release top half casing and lift to insert and tack filler piece between joint strips.
Unbolt top half casing and lift in order to weld and finish - machine filler pieces in the region of the joint surface.
Check welds according to specifications.
ALIGNMENT AND COUPLING OF LP-IP & HP ROTOR
LP rotor is to be aligned on pedestal seal bore and LP inner outer casing is to be centralised in such a way that enough clearances are available to LP rotor, during alignment. Now this alignment activity of all the three rotor can be divided as below :
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Preparation of HP rotor for alignment.
Preparation of IP rotor for alignment.
Preparation of LP rotor for alignment.
Alignment of LP-IP & HP rotors.
Reaming, honing of the coupling holes.
Balancing of coupling bolts weight.
PREPARATION OF HP ROTOR FOR ALIGNMENT
Align HP rotor with reference to front and rear pedestal seal bore reading. If required move complete HP module along with the rotor.
Fix temporary radial and axial key of the casing on both front and rear side of the casing. Remove HP front upper half transportation device.
Lift module by 0.20 mm on front side by putting additional shims in front packers.
Insert HP front bearing in position.
Reduce 0.20 mm shims gradually and ensure about 0.10 mm load on the rotor. If required further lower the front side of the module to achieve the loading on bearing by about 0.10 mm.
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Remove HP front lower half transport device gradually and ensure no movement between HP casing and rotor. If necessary adjust shims of HP casing front packers.
During loading of bearing always ensure that the rotor is not fouling inside the casing with the shaft seals. This may be ensured by checking with feeler gauge also.
Check axial position of HP rotor in front side on left; right and top position from the rotor reference point to the HPC as given in the shop protocol.
Insert and load the bearing in HP rear end in similar way as carried out in case of HP front end and record axial position of rotor as per shop protocol.
Lock axially HP rotor with some fixture along with the arrangement of jacking screw for movement of rotor. This fixture may be mounted on rear pedestal. Before locking of rotor ensure axial position of the shaft.
Center HP shaft with reference to HP casing front and rear spigot. If necessary, move the casing readily to achieve the centering. A fixture can be fabricated at site for mounting the dial gauge on both the end of the rotor to check the centering of the shaft.
Use thick oil during rotation of shaft on the bearing.
Protect bearing from any of the dust particles. It is recommended to place upper half of bearing in position to avoid dust and any other damage to the shaft journal.
Realign the rotor shaft with respect to pedestal seal bore and if necessary adjust the shims below spherical support of the bearing.
Care should be taken during alignment that radial and axial clearances between rotor and casings does not get bridged.
Check HP rotor radial run out on journal and coupling.
Check axial run out on thrust collar and both the coupling faces of HP rotor.
Check axial float of the rotor. Compare values with shop protocol values. (Ref. T1- 08-0802G). Deviations to be reported to Manufacturing Unit.
PREPARATION OF IP ROTOR FOR ALIGNMENT
The IP module is also to be prepared in line with the HP module. However as IP rotor is provided with one side bearing and opposite side is coupled with the HP rotor without a bearing, extra care is necessary during alignment of rotor in IP casing. The additional point which are to be taken care are explained below :
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Place IP rotor rear end on bearing similar to the HP rotor and remove transportation device.
Provisionally align HP/IP rotors and couple on temporary bolts by moving both the modules. During coupling of the rotors, the transportation device of IP front end is also to be taken out.
Check axial position of rotor w.r.t. IP casing and adjust as per shop protocol.
Check centering of IP rotor front and rear end w.r.t. IP casing (similar to the HP rotor centering check).
Check float of the IP rotor. Compare values with the shop protocol values. (Ref. T1-08-0802G). During checking of float ensure HP casing is not fouling with HP rotor. If required HP casing may be moved axially for this purpose.
Check facial runout on IP rear coupling face and radial runout on journals and couplings.
PREPARATION OF LP ROTOR FOR ALIGNMENT
Provisionally align LP rotor in pedestal seal bore placing the front end of shaft on auxiliary bearing and rear end on bearing.
Align LP inner outer casing radially with the help of long feeler gauges and install temporary radial keys in the gusset plate.
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Record all the radial and axial clearances of the LP casing without coupling the LP-IP rotor. Variation if any in radial or axial clearances are to be corrected/approved at this stage.
Remove shims from the front end of auxiliary bearing and keep rotor on lifting tackle.
Record radial run out of LP rotor coupling and journal and axial run out of the coupling faces of the both end.
Record float of the LP rotor by moving the LP inner outer casing lower half.
After ensuring the radial and axial run out of the LP rotor the LP inner outer casing can be boxed up. Parting plane bolts of LP inner-inner casing are to be heat tightened.
ALIGNMENT OF HP, IP AND LP ROTORS
Ensure radial and axial runout of all the three rotors are individually in order. If necessary individual rotor module can be taken out for correction of coupling face runout. Any variation on radial runout of rotor is to be referred to the factory.
Match coupling faces of two rotor as per the axial face reading of the rotor. Ensure that the higher point of the rotor coupling face and lower point of another rotor coupling face are matched together. This is to be compared with shop protocol also.
Preliminary align radially and axially all the three rotors and shift them in spigot along with the casing to avoid fouling of rotor inside the casing.
During alignment achieve left and right movement of the rotor with the help of shims in spherical / torus piece of the bearing. The up and down movement of the rotor is to be achieved with the help of shims in the cylindrical/spherical support of the bearing . The adjustment of shims in the bearing should be within the permissible limits only.
Ensure during alignment that the catenary of the shaft is maintained.
Check/record spigot clearance of HP-IP and LP-IP rotors by actually moving them in spigot.
Install four nos. supplied bolts along with one/two pins in HP-IP and LP-IP coupling. Hand tighten the coupling bolts by keeping a gap of > 1.00 mm in coupling faces for alignment.
Rotate the rotor system and record the coupling gap at 90 Deg. interval on left, right and top position. Ensure that the coupling, bolts and pins remain free while recording the gap of the coupling for the alignment purposes.
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Check swing check value of the HP rotor with alternate bolts in position. The above value must be within the prescribed limit only otherwise a correction must be carried out at site in consultation with designer.
Ensure free movement of rotor on their bearing. Do not rotate the rotor if it is tight during its rotation.
Ensue that the coupling holes are properly aligned to avoid unnecessary enlargement of holes.
Ensure HP-IP-LP rotor radial run out after tightening with alternate clearance bolts. Release the couplings for reaming / honing of couplings.
In case of spring loaded TG decks, refer alignment procedure T1-08- 0909G
REAMING / HONING OF COUPLING
Ensure that there is no disturbance on coupling during reaming/honing operation.
First ream/hone two opposite holes of the coupling and install two pins/bolts with sliding fit and then take up all other holes.
Enlarge coupling holes to the minimum possible diameter and try to make all the holes to same dia.
Ensure that the finished holes are straight and there is no banana shape. This can be ensured by checking hole with a straight ground finish pin having 0.02/0.03 mm clearance.
The length of the pin should be equal to the bolt length. In case, few holes have gone considerably over size during reaming/honing at site/works, do not enlarge all the holes. As a special case in such cases these few holes may be left as oversize.
Ensure that the holes during reaming/honing are perfectly finished as ground bore and size obtained should be within 0.005 mm. Ensure all the coupling bolts are fitted within 0.02/0.03 mm clearance with sliding fit and bolts are to be ground within an accuracy of 0.005 mm.
Coupling bolts are not to be hammered in the holes and these are to be fitted with thumb pressure only.
Do not decouple the coupling in any case without ensuring the fitting of all the coupling bolts.
BALANCING OF COUPLING BOLTS
After fitting the coupling bolts in all the holes these are to be balanced within 5 gms accuracy and an accurate balance which can take a load of about 20 kg.
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may be used. During balancing of coupling bolts following points are to be taken care.
Final balancing of the coupling bolts are to be done along with the coupling nut of individual bolt.
If all the coupling bolt hole sizes are same before/after reaming and honing then all the bolts can be kept of equal weight.
If necessary adjust the weight of the bolts by machining the metal from the bolt head.
When the holes of the coupling are of different sizes then it must be seen that whether excess enlargement have been done at site or works. In such cases if excess cutting have been done at site in a particular hole then coupling bolt with excess weight are to be used. The amount of excess weight must be equivalent to the excess enlargement of hole at site. If a particular hole of excess dia. is noticed from factory then it is assured that the particular rotor is balanced with excess dia hole and there is no need of providing excess weight bolt at site.
COLOUR MATCHING OF THRUST BEARING
After completion of reaming/honing and preliminary tightening of the coupling bolts, the colour matching of the thrust bearing pad have to be carried out with respect to the thrust collar of the HP Rotor. During colour matching a good contact on all the pads of front and rear side are to be ensured with respect to rotor collar by moving the rotor in +/- direction during its hand rotation. Following points are to be taken care during colour matching.
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Thrust bearing must be axially locked with the help of axial keys during the colour matching of the pads. Axial keys to be fitted while finalising the alignment of thrust bearing with rotor collar without pads.
Few drops of oil is to be put on journal portion of the thrust bearing during rotation of rotor to ensure that the oil is not entering in pad portion of the bearing.
Colour is to be applied on the thrust collar of the rotor.
If necessary move the spherical support of the bearing pedestal to ensure the equal thickness of the pads before fittment of axial keys of the bearing.
During moving of the spherical support in front or rear direction ensure that there is no left - right movement to the support otherwise that may cause misalignment of the bearing.
After colour matching of the thrust pad the axial zero position of the rotor is achieved and this can be taken for all other future reference for setting of axial position of HP, IP & LP casing.
HP, IP and LP lower casing are to be set axially after fixing the axial position of the rotor and their final axial keys can be installed at this stage.
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ALIGNMENT OF HP, IP & LP CASING
After completion of colour matching of the thrust bearing pads the casing alignment work can be taken up. The following points are to be taken care while aligning HP, IP and LP casing.
The roll check have to be carried out in HP, IP and LP casing to ensure the correct radial clearances of the casing.
TG deck springs are to be kept in floating condition while recording the roll check of LP casing. However the roll check of HP/IP casing may be carried out before floating of TG deck for fitting of their radial keys but up and down roll check of HP/IP casings are to be done with TG deck in floating condition as per the procedure TS/ST/ 01/0008/00/96.
Ensure that there is no obstruction in the movement of LP inner casing due to welding of any of extraction piping. The one of the joint of extraction piping may be left free till completion of roll check of the casing.
The welding of steam inlet pipes between LP inner casing and LP girders are to be taken up after completion of roll check of the casing.
HP, IP and LP casing are to be fitted with final packers and axial key immediately after the roll check. During fitting of casing axial keys and palm packers ensure proper contact on lubrite coating of the keys/packers to avoid any damage of these coating during operation of the machine,
After completion of fitting of final keys and packers only the casing are to be cleared for further works of welding of various pipe lines.
The gland steam, balancing leak of lines, steam inlet and exhaust pipes are to be welded with HP casing after fitting of final axial keys and packers of the casing.
Center HP rotor w.r.t. casing front and rear spigots. Compare the readings with shop protocol and record the readings.
Offset center line of the HP, IP & LP casing w.r.t. respective rotor center line as per recommended logsheet.
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Check/record LP diffusers centering readings after roll check of the casing.
Before roll check of LP casing all the stiffener pipe welding work must be completed. Refer T1-08-0909G.
FINAL TIGHTENING OF COUPLINGS
In case of spring loaded foundation after completing all other works the HP / IP , IP/LP , LP/GEN , GEN/EXCITER couplings are to be reopened and realigned after completing the reaming /honing . The rotors alignment are to be checked with TG deck in floating condition as per the laid down procedure. After checking of alignment /catenary the final couplings are to be tightened including their coupled run out and swing check of rotors on HP front and Exciter end of the shaft.
BOXING UP OF LP INNER INNER AND LP INNER OUTER CASING
The boxing up of LP inner inner and LP inner outer casing can be taken up before starting the alignment of HP-IP & LP rotor for coupling work. The following points are to be taken care before/during boxing up of these two casings.
Ensure matching of all the parting plane holes, fitting of cap nuts and accessibility of spanner .
Ensure feeler tightness of the parting plane joint of both the casing.
Check/record all the radial and axial clearances of the casing.
Ensure proper cleanliness of the LP inner inner and LP inner outer casing.
Ensure adequate clearance between LP inner inner casing and LP inner outer casing to avoid any obstruction during expansion of the LP inner casing inside the LP inner outer casing during operation of machines.
BOXING UP OF LP OUTER CASING
During the boxing up of the LP outer casing following points are to be taken care.
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Roll check of LP inner casing including the fitting of key, packers etc. must be finished.
All the works must be finished inside the LP casing before boxing up of LP casing including LP extraction pipe line works.
Ensure matching of all parting plane holes and feeler tightness of the joint before boxing up of the casing.
Ensure feeler tightness of bursting diaphragm flange joint before boxing up of the casing.
Ensure proper assembly of parting plane rubber cord.
FINAL HORN DROP CHECK
After completing the welding of HP inlet, HP exhaust, IP inlet, IP exhaust and other piping of HP/IP casing the final horn drop readings are recorded as per the laid down procedure mentioned in the manual for horn drop check. However the IP casing horn drop is also to be recorded with IP inlet upper half pipe welded with casing alone.
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Grouting of turbine base plates, bearing pedestals, foundation frame with shrink-free grouting compound is intended to ensure uniform transmission of the force and vibration of the TG unit to the foundation.
Caution:
Preparations for grouting, and grouting must be carried out with great care as it is no longer possible to check and rectify the parts once they have been grouted.
CONBEXTRA GP-II or equivalent should be used as grouting compound. Further details on the grouting depths, mixing time, quantity of water to be mixed, should be refereed from the manufacturers brochures.
PROCEDURE
The foundation should be thoroughly cleaned. All foundation bolt holes should be filled with pea-gravels and covered at the top to avoid entry and sticking of grouting materials with the bolts.
NOTE:- Remove all rust preventive paints, grease etc. from surfaces by wire brushes to ensure proper adhesion of the grouting compound.
SETTING UP OF SHUTTERING
Set up shuttering from suitable material in box like manner around the foundation plates and secure it firmly.
NOTE:- Shuttering must be sealed well to prevent the liquid grouting compound from running out. This can be done by using paste of grout materials and allowing it sets.
As the grouting compound remains workable for a limited time, to prevent air bubbles, it must be poured from one side only. For this, a large size filling heaped should be used.
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PREPARATION OF GROUT MIX
Following measure must be taken before commencing mixing and grouting due to limited time that the grouting compound remains workable.
Keep the foundation moist for at least 6 hours before the grouting.
-Set up mixers in the immediate vicinity of the foundation plates. The capacity of the mixers, should be adequate to cope with the quantity of mixed cement required at a time. Two or more mixers are required for grouting of bearing pedestal foundation frame.
-Store the grouting compound next to mixer.
- Ensure that the compound is well within its expiry date.
-Provide the water hose and measuring pans near the mixers.
-Ensure uninterrupted power supply to the mixers and EOT Crane for handling the ready mix.
-Provide adequate workmen for grouting.
-Ensure six empty cubes for filling the grout for strength testing. This is to be done as per recommended FQP
-Take 80 % of the required water quantity first in the mixture. Then add gradually the grout, ensuring that no lumps are found. It is desirable to add five or six large sizes stones to break any lumps. Finally add the balance quantity of water and mix for at- least another five minutes
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This mixture is then taken into through heaped mesh. The hopper must be big enough to make the full quantity of grout.
Than pour the grout with a hose through the filling hopper until the desired height is achieved on the opposite side. (Flow may be accelerated by moving the grout in the filling nozzles underneath the plates with chains or material strips.) This should be done only if it is permitted by the grout supplier.
CAUTIONS
1. Do not use concrete vibrator.
2. Pour grout from one side only so that no air bubbles remains entrapped in the grouting compound.
3. Due to short workability times, never mix more grouting compound at one time than is required for one plate or volume to be grouted.
4. Pour in one continuous operation, without interruption.
5. Do not install any woven steel fabric reinforcing mats beneath the foundation plates.
6. It is desirable that in hot weather the grouting is done in the evening so that ambient temperature is low during the initial setting time.
7. Water should be clean and free from dissolved chlorides, as these weaken the grout.
8. In case during the grouting operations heavy leakage is observed from the shuttering that cannot be plugged during the grouting operation, and the level of grout has fallen below the base plate level, it is desirable to wash out the complete grout. The operation should be repeated after the shuttering has been rectified.
NOTE:- After at-least 72 hours setting time, work may be commenced on pre- tensioning of the foundation both.
After the grouting compound has set (approximately. 24 hours after grouting), remove all shuttering and smooth off the excess grout. The grouting compound is subjected to
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compressive forces only. Resultant hair cracks are insignificant with regard to TG stability. These can be avoided by covering the exposed areas of grout by polythene sheets to avoid excess loss of moisture during initial setting.
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ASSEMBLY PROCEDURE OF IP MODULE
Due to oversize dimension of the IP module (M30 - 63) and its limitation in transportation from Hardwar to site, the same will be dispatched to site in dismantled condition in various packages after completing the shop assembly at Hardwar. First the complete assembly of IP module will be done at works except the heat tightening of parting plane bolts of IP inner and IP outer casing. Afterward complete casing will be dismantled and dispatched to site.
The above machines are equipped with the spring loaded foundation deck. As a general requirement initially all the turbine and generator rotors will be aligned/coupled without floating the TG deck. The coupling will be opened and again re-aligned after floating of the TG deck which is generally done after erecting all the components of Turbine -Generator including their piping etc.
ASSEMBLY PROCEDURE AT SITE :
Place IP outer casing lower half in position after its cleaning over the pedestals by supporting it on the Jacking screws at four corners of casing. Additionally support the casing on temporary packers with the pedestals also.
Align IP outer casing radially with the help of piano wire keeping the HP rear and IP front pedestals seal as reference. Install temporary radial keys of the IP outer casing with the pedestal.
Clean and install IP inner casing lower half along with its radial keys (Drg. No. 0-106-01- 27500 item No. 25) of front and rear end. During placement
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of inner casing support it on its four nos. Jacking screws. (Drg no. 0-106-01- 27500# 18). After placement of inner casing install its axial keys (drg N. 0-106- 01-27500 # 20). Before placement of inner casing install its thermocouple, parting plane studs (drg N. 0-106-01-27500 # 33 & 34 ). Seal ring of inlet insert & extraction line (drg N. 0-106-01-27500 # 3,4,9,10,13,14 ).
Place IP inner casing upper half in position and tighten alternate parting plane bolts. During this process the heat tightening the bolts are not necessary as this is required for ensuring the feeler tight parting plane joints of the IP inner casing. The IP inner casing packers are also to be installed during tightening of the P/P bolts and load of the inner casing is to be transferred on these casing packers (drg N0-106-01-27500 # 17) fter taking the load on the packers release the jacking screws of the IP casing.
Loosen IP inner casing parting plane bolts and remove IP inner casing upper half. Before loosening the IP inner casing parting plane bolts support inner casing again on its four jacking screws and ensure that the parting plane level of lower half inner casing is not disturbed and remain same as it was kept after tightening of parting plane bolts with load on its four packers.
Place IP rotor in position after its cleaning. The front end of the rotor is to be placed over segment (drg N. 0-106-01-27500 # 21) and rear end of the rotor on its bearing. During placement of IP rotor ensure that the rotor is free on its seal fins of IP inner casing and necessary the IP outer casing may be lowered on its rear end.
Provisionally align and couple HP/IP/LP/ Generator rotors and complete reaming /honing of the coupling including swing check etc. Before rotation of IP rotor remove segment (drg N. 0-106-01-27500 # 21).
Set axial position of the IP rotor as per the zero position of the thrust bearing and set axial position of the IP outer casing as per Hardwar protocol on front and rear end of the IP outer casing.
Align radially IP outer casing with reference to the IP rotor on front and rear glands. Recheck/correct axial position of the IP casing.
Assemble IP inner casing upper half end tighten the alternate parting plane bolts to ensure feeler tight joint.
Do roll check of IP inner casing by moving the IP outer casing in left/right direction and IP inner casing itself in up/down direction with the help of inner casing jacking screws by removing the inner casing packers. Ensure / compare roll check values with shop records.
Check IP rotor axial float in IP inner casing and compare with shop protocol.
Loosen IP inner casing bolts and remove IP inner casing upper half.
Decouple and lift IP rotor for assembly of rear end shaft seals of IP casing. The front end of the seals may also be assembled now of afterward with the IP rotor in position.
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Place IP rotor in position and provisionally couple it with HP rotor on temporary bolts. The IP rotor may not be coupled at its rear end with the LP rotor at this stage.
Assemble and heat tighten IP inner casing upper half as per required elongation of parting plane bolts. Install seal rings of inlet insert and extraction pipe on IP inner casing upper half (drg N. 0-106-01-27500 # 1,2,7,8,11,12). The taper pins of IP inner casing parting planes are to be removed before placement of IP outer casing upper half after the heat tightening of IP inner casing bolts.
Assemble IP outer casing upper half and tighten the parting plane bolts to ensure feeler tight joints. The heat tightening of the bolts are not to be done now. Before placement of IP outer casing upper half assemble casing shaft seals of front & rear end also.
Do roll check & float of completely assemble IP turbine and compare it with factory protocol.
Heat tighten IP outer casing parting plane bolts to required values, and carry out final roll check and float of completely assembled turbine.
NOTE : These are general instructions for the assembly of IP module M 30 - 63 at site. However, depending on the site conditions the same may be suitably reviewed, if necessary. Bharat Heavy Electricals Limited
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SEALING & ANTISIEZING COMPOUNDS
SNO
LOCATION
FEATURES
RECOMMENDED
COMPOUND
01
JOINT PLANE OF HPT IPT & VALVE CASINGS, GLAND BOXES & STRAINER HOUSINGS, BREECH NUT MATING FACE.
METAL TO METAL JOINT IN HIGH TEMPERATURE ZONE
− BIRKOSIT
− STAG B
− MAGNESITE COMPOUND OF BHEL BHOPAL
JOINT PLANE OF LP OUTER CASING (WITHOUT RUBBER SEALING CHORD).
METAL TO METAL JOINT IN LOW TEMPERATURE ZONE
− HOLDITE
− LOCTITE 574
03
JOINT PLANE OF BEARING PEDESTALS, MOP CASING, VALVE SERVOMOTOR.
METAL TO METAL JOINT IN OIL ENVIRONMENT
− HYLOMER
− GOLDEN HERMETITE
− VICTOR SHELLAC
04
THREADED FASTNERS INCLUDING, BREECH NUT THREADS, KEYS, PACKERS, DOWEL PINS U & I - SEAL RINGS IN HIGH TEMPERATURE ZONE.
HIGH TEMPERATURE
( < 350°c) ANTISIEZING
− MOLYKOTE P37
− OKS 255
05
THREADED FASTNERS, KEYS, PACKERS, DOWEL PINS IN LOW TEMP. ZONE, COUPLING BOLTS SEAL SEGMENTS, HP/IP CASING PALM PACKERS, HP FRONT & REAR BEARING PEDESTAL PACKERS (OTHER THAN SELF LUBRICATED LUBRITE PACKERS).
LOW TEMPERATURE
( < 350°c) ANTISIEZING
− MOLYKOTE D 21
− OKS 511
− MGS 400
02
NOTE: NO COMPOUND IS TO BE APPLIED ON SELF LUBRICATED LUBRITE PACKERS. Bharat Heavy Electricals Limited
Rev 00, 7-98
T1-08-0801G
Page No. 62

ASSEMBLY OF BEARING AT SITE
GENERAL DESCRIPTION
The KWU design machine are supplied with four bearings out of which three are the journal bearing and one is combined thrust and journal bearing on H.P. rear end of the shaft. All the turbine bearing are self aligning type and they adjust themselves as per the catenary of the machine.
The function of a journal bearing is to support the turbine shaft , but the thrust bearing support the shaft as well as work as a fix point for the turbine shaft. The contact arrangements between bearing and bearing supports are of two types i.e. sphere to sphere in HP front and HP rear bearing and torus to cylindrical in other bearings.
The bearings are supplied to site after ensuring their contact at works. During erection all the bearing are supplied to site in aligned and assemble condition in their individual pedestal from the works. After alignment of the bearing in their pedestal the seat of the bearing are doweled before dispatch to site.
In case of Thrust and Journal bearing the seat of the bearing neither doweled from the works nor it is recommended to be doweled at site. The bearings need preparation before placement of module in position at site. This can be done even before the placement of pedestal in position for grouting.
ASSEMBLY PROCEDURE
1. After opening the pedestal remove and clean the bearing including its spherical/ cylindrical seat.
2. Remove oil guard ring and its duct and keep them in proper place for their storage at site.
3. Handle bearing carefully to avoid any damage to the babbit and its torus/spherical piece. During storage at site avoid direct loading of bearing on its torus. A thick rubber seat may be used during handling of bearing at site on its torus.
4. Ensure 0.03 feeler tightness on bearing parting plane. In case of any variation the matter may be referred to designers.
5. Measure bore dia of the bearing and journal dia at site and ensure the oil clearances. If any discrepancy is observed , designer may be referred.
6. Ensure torus/spherical contact with their seats at site. While checking the contact the seat may be bolted with their pedestal. In case variation contact from their specified diagrams are noticed then following may be carried out at site:-
a) In case of torus to cylindrical seats the line contact are recommended by designers. If these lines are not straight
Rev 00, 7-98
T1-08-0801G
Page No. 63

and are in angle then the bearing may be rejected straight way and sent to works for rectification. These line contact may be in a width of about 20 mm throughout on its seat leaving with area on both sides. The contact may be wide in Center and then gradually reducing on sides. In case there is no contact is achieved in the center and only sides are having contact then a feeler gap may be recorded in bottom. In case if the bottom is tight to a feeler of 0.03 mm the bearing may be accepted at site without doing any rectification.
b) In a reverse case the contact are achieved in center only though the 0.03 feeler is not going in the side. The bearing may be still accepted at site. In case if the feeler is going in the bottom or in sides by 0.03 mm. the bearing are not accepted at site and can be sent back for the rectification to the works. Similarly if the contact are intermittent on its seat but in a straight line and no feeler is going the bearing may be accepted. In case of very wide contact also the bearing may be sent back for the rectification. While checking these contact very light color may be put on torus of the bearing. Before sending back the bearing to the works the matter may be referred to designers and their concurrence is to be obtained. No scrapping/lapping is recommended in these bearing for improvement of the contact.
c) In case of spherical to spherical bearing the contacts are called in the center like a moon shape. In these bearings even full contact may be accepted. But in case if there are contact on sides and a feeler gap is noticed on center then the bearing may not be accepted.
In such cases if the gap is upto 0.03 mm then the matching/lapping may be carried out at site. But in case of higher gap the matter may be referred to designers. In case of reverse case if the feeler gap of 0.03 is noticed on both sides of the bearing the bearing may not accepted at site and matter may be referred to designers. Bharat Heavy Electricals Limited
Rev 00, 7-98
T1-08-0801G
Page No. 64

7. Before checking the contact between torus and its seat ensure that the seat is feeler tight to 0.03 mm without tightening of any bolts with the pedestal. If necessary this may be corrected with consultation of designers. Similarly ensure contact between torus spherical piece with bearing and in case of variation the matter be referred to designers and no correction is to be carried out at site without the approval of manufacturing unit.
8. Before checking the contact between torus/spherical piece with bearing and in case of variation the matter may be referred to designers and no correction is to be carried out at site without their recommendations.
9. The sizes of all the shims may be punched in bearing body and spherical/torus piece of the bearing. The number of shims are to be limited to 3-4 numbers only even after complete alignment of machine. A protocol for number of shims may be prepared.
10. Torus/spherical should not have any radial movement over its bearing. This can be seen after opening the torus from the bearing.
11. Check jacking oil lines of the bearing and clean them thoroughly. Ensure jacking oil lines fittings also for their male female threads etc otherwise this may create the oil leakage through these lines during operation of the machine. The jacking oil pocket in the bearing may be checked if necessary they may be corrected at site as per the drawings.
12. When ever JOP is not available, use always thick oil during rotation of shaft over bearing.The type of oil may be used as servo cylinder 1000 grade of IOC.
13. After installation of bearing in position the oil clearances may be checked after few rotation of the shaft. But the final oil clearances are to be checked after final coupling of the shaft. In case of variation in side oil clearances no cutting of babbitt metal is permitted at site. Any variation in clearances may be counter checked by measuring journal / bearing bore dia. Bearing bore dia is to be measured by assembling and tightening of top & bottom halves of bearing.
14. In case of skew side oil clearances, the investigation may be carried out, if necessary consult manufacturing unit.
15. Ensure good contact between journal and babbitt metal of the bearing in the center. Any minor high spot may be removed from the babbitt metal while checking with blue color. Ensure full contact of shaft over the jacking oil pocket also.
Rev 00, 7-98
T1-08-0801G
Page No. 65

16. Always cover rotor journal with the upper half bearing to avoid entry of any sand particles etc. in the bearing . During pouring of oil the upper bearing may be removed and replaced back after the pouring of oil.
17. After completing the reaming/honing and final tightening of coupling bolts the work of bearing side pad, yoke keys and oil guard fitting may be taken up.
18. Before starting the side pad and top keys ensure that the bearing is perfectly level on parting plane. Ensure that the gap for the side pads are parallel otherwise these are to be made by cutting/scrapping.
19. After fitting of the bearing cap if the gap for the radial top keys are in taper a proper correction is to be made here. The bearing cap may also be repositioned to achieve the parallelity of the key way. The cap may be re-doweled after repositioning it but no taper are to be left on these area. If repositioning of cap is not helping then the cutting may be carried out in bearing cap.
20. The gap for the top packer of bearing may also be checked. In case of any taper the same is to be corrected by cutting on bearing cap. Sometime the size of this packer comes to very low i.e. even below 5.00 mm. This may be corrected by matching the cap and size for this packer may be kept around 6.00 mm.
21. On all these bearing cap key a proper fitting and clearances are to be maintained during assembly. These key of proper material are to be only used and no welding deposits are permitted here. The new key may be made at site by EN-24 material if correct key are not available at site.
22. Use of local made shims in bearing may be avoided and shims supplied from the works with proper cutting of holes are to be used. Ensure drawing requirement of maximum adjustment at site by + 0.3mm in shim size from manufactured condition.
23. A proper care should be given during fitting of bearing oil guard ring otherwise it causes the oil leakage during operation of the machine through pedestals. Parting plane joint of oil guard ring and duct should be feeler tight and no elongation of holes on these area may be permitted.
24. The bearing parting plane bolt are to be tightened to required torque only no other method of tightening of these bolts may be used.
25. Adjustment of shims between spherical/torus and bearing body is limited to +0.30 mm in up and down and left, right direction. this
Rev 00, 7-98
T1-08-0801G
Page No. 66

margin may be left for emergency work during overhauling of the machine any adjustment during erection and normal overhauling may be done by adjusting shims between spherical/cylindrical seat and pedestal base only. For left and right adjustment the complete pedestal of HP front and HP rear may be moved with the help of their radial keys.
The above discussed points were common for Journal bearing and combined thrust and journal bearing. Now some specific points are detailed here for the assembly of combined Thrust and Journal bearing:
• Remove all the thrust pads before placement of bearing in position and store them in a proper place.
• Pressure proper fitting of babbitt metal liner in the bearing body including necessary pinch in the fitting of its liner.
• During alignment of rotor along the bearing with respect to the shaft by moving spherical seat of the bearing radially and axially.
• No elongation of holes are to be carried out in spherical sat of the bearing for the purpose of its alignment.
Before deciding axial position of the bearing the axial position of the rotor is to be determined. If necessary the H.P. rear pedestal as a whole may be shifted axially to ensure correct position of the thrust bearing.
• Align the thrust bearing in such a way that the thrust pad gap achieved are prallel and no difference are noticed in front and rear pad thicknesses.
• Movement in the thrust pad should be ensured and a difference in thickness of packers including shims should be with in + 0.10 mm may be permitted on front and rear pad sizes in exceptional cases.
• After ensuring the perfect alignment of the bearing the axial keys are fitted after assembly of upper half bearing. These axial keys are to be fitted in perfect parallel slots without any clearances. The keys are to be fitted in such a way that there is no movement to the bearing during fitting of these axial keys. Necessary dial gauges are to be installed on bearing during fitting of these keys.
• After completion of axial key works of the bearing the thrust pads may be fitted in the bearing with a clearance of about 0.10/0.15 mm.
• Before fitting of pads in the bearing ensure that there dimension are made parallel to suit the front and rear slot size of the bearing (size between thrust collar and bearing body).
• Ater fitting of pads in the bearing ensure their free movement over the bearing.
• Install lower half bearing in position along with their pads and put very small quantity of oil on journal then rotate the rotor and put blue color on the thrust collar of the rotor on both front and rear side.
• Install upper half bearing along with all pads and fix their axial keys.
Rev 00, 7-98
T1-08-0801G
Page No. 67

• Rotate the rotor and move + direction axially with the help of wooden planks. Remove both halves of the bearing and see the blue contact on thrust pads. If necessary some cutting may be carried out on the pads to achieve the color contact. This exercise may be repeated few times to achieve the blue contact
• Ensure a float of 0.30 + 0.10mm during color matching of the thrust pads. If necessary the minor adjustment of shims may be carried out in the bearing pads.
• Before installation of thrust bearing along with thrust pads in position the both halves may be bolted out side and their pads may be checked for color contact over a surface plate also in front and rear both sides. This will reduce the time cycle while carrying out the color contact of the bearing with the rotor.
• During overhauling of the unit the bearing contact are to be rechecked and need correction. In case of torus to cylindrical type of bearing if the contact are not satisfactory then the bearing and its seat may be remachined at works. In spherical to spherical bearing the variation in contact if noticed can be corrected by matching/lapping at site. Sometimes the heavy pitting marks are also noticed on same of the bearing and these need correction by machining it.
Rev 00, 7-98
T1-08-0801G
Page No. 68

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