02 1-TP-CEG-01500 - Bharat Heavy · PDF file · 2014-05-0620 19 18 17 16 15 14 13...
Transcript of 02 1-TP-CEG-01500 - Bharat Heavy · PDF file · 2014-05-0620 19 18 17 16 15 14 13...
TEMPERORY
SITE
OFFICE
62440
Sl.No DETAILS
1)
Security Office
3)
4)
6)
7)
9)
10)
12)
13)
Fire Station
Factory Medical Center
Canteen
Scrap Disposal Yard
Stores office
Weigh Bridge-60T
Water Tank-500 Cum-1
Compressed Air Plant
Diesel generator plant
Main Electrical Substation
5)
Material Testing Lab
2)
Security Booth(4Nos)
8)
Transport garage
Covered Stores shed
Control room
Control room
17)
Civil stores shed
SIZE
NO OF
STOREY
15MX5M 2
5MX4M 1
15MX12M 1
1
16.5MX12M 1
24MX18M 2
15MX12M 1
15MX12M
75MX24M 1
15MX10M 1
40MX24M
5MX4M 1
- -
20MX14M 1
30MX12M 1
6MX4M
20MX10M 2
12MX6M
A.
B.
11)
A.
B.
14)
A.
B.
15)
A.
B. Transformer yard20MX8M
Production Shop
49500 Sqm
-
-
-A.
B.
Civil Office 20MX12M
A.
B.
Office room8MX5M
1
LPG storage yard
19A)
Sewage Treatment
Inflammable Stores yard
LPG Control room
plant aeration tank
Sewage Treatment
plant collection sump
Sewage Treatment plant
MBR tank
Sewage Treatment plant
Holding tank & sludge drying bed
Sewage Treatment plant
treated water tank
19B)
19C)
19D)
19E)
Issue office
& vapouriser
75MX20M
12MX8M 1
7.5MX5M
10MX10M
7.5MX1.5M
4.1MX1.8M
5MX2.5M
15MX8M
12MX5M 1
18)
A.
B.
20)
A.
B.
Sanitation crew- 1 no
6MX6M 1
Toilet- 6nos12MX6M 1
Ladies rest room- 1 no
-
-
-
-
-
-
-
24)
Parking shed156MX6M 1
Control panel shed 7 nos3MX4M ---
154914sqm---
Fabrication yard(7nos)
Maingate structure with
security bunk
25)
26)
27)
28)
21)
Administrative block
60MX18M
2
22A)
Compact substation,
15MX6M
5 nos
1
23)
Office Annexe
62MX12M
1
Canteen LPG Manifold shed
Cylinder storage shed
Fire Fighting Equip. shed
Compr. shed in LPG yard
Vaporiser shed in LPG
yard
Motor control center shed
30)
31)
32)
33)
34)
35)
36)
37)
38)
6.3MX4M
8MX7.5M
7MX4M
7MX4M
10.5MX4M
6MX6M
6.3MX4M
9MX3M
3MX3M
39)
L-LADIES REST ROOM
T-TOILETS
1. ALL DIMENSIONS ARE IN METERS
NOTES:
S-SANITATION CREW
G1, G2, G3, G4, G5, G6, G7 - GATES
PROPOSED BUILDINGS
30MX 18M---
Components stores shed
40)
41)
20MX8M
66M X12M
42)
15MX 10M---Shot blasting shed
43)
-
22B)
Shed for compact sub station
6MX6M
10 nos
-
2
42114
60330
3420
3000
3000
TENDER PURPOSE ONLY
Argon Plant yard
5MX4M
16MX10M
C.
D.
-
-
Oxygen Filling station29)
16MX14M 1
Argon plant mixing room
Liquid Oxygen Plant yard
5MX4M
6MX10M
16)
A.
B.
-
-
Liquid Oxygen Plant Control
room
AT SAKOLI, BHANDARA DIST
POWER EQUIPMENT FABRICATION PLANT
LAYOUT OF PLANT
1-TP-CEG-01050
00
1-TP-CEG-01050
FOUNDATION PLAN
30000
30000
30000
30000
30000
30000
J
H
G
F
E
D
C
N
3000030000 234000
345678910111213141516171819
20
22122
12000
1
30000
30000
120001200012000120001200018000120001200012000120001200012000
120001200012000120001200012000
B
A
12000120001200012000120001200018000120001200012000120001200012000120001200012000120001200012000
F2
F1
5250
F4
F3
F3
4750
5850
6500
5250
F3
F3
F3
F3
F3
5500
6300
6500
5250
6300
5500
6500
5250
F2F1
5500
6300
6300
5500
6500
5250
F2
F1
F2
F1
F2
F1
F2
F1
F2
F1
F2
F1
F2
F1
F2
F1
F2F1
F2F1
F2F1
F2F1
F2F1
F2F1
F2
F1
F2F1
F3
F3
F3
F3
F3
F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4F4
F4 F4 F4 F4 F4 F4 F4 F4 F4F4
F4 F4 F4 F4 F4 F4 F4 F4 F4F4
F4 F4 F4 F4 F4 F4 F4 F4 F4F4
F4 F4 F4 F4 F4 F4 F4 F4 F4F4
F4 F4 F4 F4 F4 F4 F4 F4 F4F4
F4
F4
F4
F4
F4
F4 F4 F4 F4 F4
F4 F4 F4 F4 F4
F4 F4 F4 F4 F4
F4 F4 F4 F4 F4
F4 F4 F4 F4 F4
4250
4250
5250
4250
5250
4250
5250
4250
5250
30000
SCF (TYP)
SCF (TYP)
SCF (TYP)
SCF (TYP)
SCF (TYP)
SCF (TYP)
SCF (TYP)
SCF (TYP)
4750
5850
SECTION-PP
FFL
PCC 1:4:8
150(m
in)
RCC
PEDESTAL
D
BASE PLATE
℄ OF MAIN COLUMN
150
℄OF COLUMN
P
PCC
LINE
TYPICAL PLAN OF MAIN COLUMN FOUNDATION
150
150
B
150
L
150
℄OF COLUMN
P
PCC
LINE
NON SHRINK CEMENT GROUT
250
1) ALL DIMENSIONS ARE IN 'mm' &LEVELS ARE IN 'm'.2)DO NOT SCALE THE DRAWING FOLLOW WRITTEN DIMENSIONS ONLY.
S.NO DESCRIPTION L B H
1 FOOTING-F1 6.3 5.5 1.1
2 FOOTING-F2 6.5 5.25 1.1
3 FOOTING-F3 5.85 4.75 0.9
6) ALL GRIDS ARE AT THE CENTER LINE OF THE PEDESTAL/FOOTING UNLESS SHOWN OTHERWISE.
F.F.L = FINISHED FLOOR LEVEL - +258.88MF.G.L = FORMATION GROUND LEVEL - +258.58M
3)FOOTING DEPTH IS 3M BELOW FFL
5) FOR LOCATION OF PRODUCTION SHOP REFER DRG No:1-TP-CEG-01050 LATEST
1-TP-CEG-01500 02
DETAILS SHOWING THE EARTHWORK FORMAIN COLUMN FOUNDATIONS
1-TP-CEG-01500
4 FOOTING-F4 5.25 4.25 0.7
5 SCF (SHTG COL FDNS)
4)IF SOIL AT FOUNDING LEVEL IS LOOSE EXTRA EXCAVATION TO BE CARRIED OUT TILL HARDSTRATA AND EXTRA EXCAVATED PORTION TO BE FILLED WITH PCC (1:4:8).
7) IN CASE OF DISCREPANCY CONTACT BHEL TRICHY CIVIL DESIGNS.8) FOR REINFORCEMENT DETAILS OF FOOTINGS, PEDESTAL AND FOR POCKET HOLE DETAILSREFER SEPARATE DRAWING.
RELEASED FOR EARTHWORK EXCAVATION PURPOSE ONLY
RAFT
H
PEDESTAL
L1 B1 H1
2.6 1.7 1.85
2.6 2.0 1.85
2.6 1.7 2.15
2.6 1.7 2.25
H1
L1
B1
3.0
3.0
3.0
3.0
OVERALLDEPTH
D
HOLD
R2
02
PLAN
BAY - B
BAY - 1
BAY - 2
BAY - 3
BAY - 4
BAY -A
30000
30000
30000
30000
30000
30000
240000
J
H
G
F
E
D
C
N
ELEVATION
+0.000
BG TRACK
O1
O1
3000030000
28500 (CRANE SPAN)
20T EOT CRANE
28500
20T EO
T CRAN
E
14000
5T SEM
I
GAN
TRY
14000
5T SEM
I
GAN
TRY
14000
5T SEM
I
GAN
TRY
14000
5T SEM
I
GAN
TRY
28500
BUFFER STOP
234000
PROVISION FOR
FUTURE EXPANSION
WITH 30T CRANE
TANDEM OPERATION
345678910111213141516171819
20
22122
12000
6X12000=7200012X12000=144000
1
L
S
PRO
VISIO
N FO
R FU
TU
RE EXPAN
SIO
N W
ITH
30T CRAN
E TAN
DEM
O
PERATIO
N
PRO
VISIO
N FO
R
FU
TU
RE EXPAN
SIO
N W
ITH
30T
CRAN
E TAN
DEM
O
PERATIO
N
10T EOT CRANE
10T EOT CRANE
10T EOT CRANE
20T EOT CRANE
30T EOT CRANE
10T EOT CRANE
20T EO
T CRAN
E
10T EO
T CRAN
E
28500
20T EO
T CRAN
E
10T EO
T CRAN
E
10T EO
T CRAN
E
28500
20T EO
T CRAN
E
20T EO
T CRAN
E
10T EO
T CRAN
E
28500
20T EO
T CRAN
E
20T EO
T CRAN
E
10T EO
T CRAN
E
5T SEM
I
GAN
TRY
30T EO
T CRAN
E
30000
30000
12000
12000120001200012000
18000 SPAN
(UPTO +5.5M LEVEL)
120001200012000120001200012000120001200012000120001200012000
28500
B
A
CO
MPACT SU
BSTATIO
N
BLD
G-(60M
X12M
)
BAY - 5
PROVISION FOR FUTURE
EXPANSION WITH 20T CRANE
TANDEM OPERATION(30M SPAN)
20T EO
T CRAN
EBRACED BAYBRACED BAYBRACED BAYBRACED BAY
BRACED BAY
BRACED BAY
120001200012000120001200012000
18000 SPAN
(UPTO +5.5M LEVEL)
120001200012000120001200012000120001200012000120001200012000
BRACED BAY (TYP.)
SHEETING
COLUMN
(TYP.)
SHEETING
COLUMN
(TYP.)
SHEETING
COLUMN
(TYP.)
MAIN
COLUMN
(TYP.)
MAIN
COLUMN
(TYP.)
MAIN
COLUMN
(TYP.)
MAIN
COLUMN
(TYP.)
MAIN
COLUMN
(TYP.)
MAIN
COLUMN
(TYP.)
SHEETING
COLUMN (TYP.)
MAIN
COLUMN
(TYP.)
APPROACH
STAIR TO
CRANE
WALKWAY
(TYP.)
APPROACH
STAIR TO
CRANE
WALKWAY
(TYP.)
APPROACH
STAIR TO
CRANE
WALKWAY
(TYP.)
APPROACH
STAIR TO
CRANE
WALKWAY
(TYP.)
20T EO
T CRAN
E
10T EO
T CRAN
E
F
POWER TROLLEY TRACK
20T EOT CRANE
30T EOT CRANE
(FUTURE)
O1
APPROACH LADDER FOR ROOF (TYP.)
5T SEM
I
GAN
TRY
14000
5T SEM
I
GAN
TRY
14000
5T SEM
I
GAN
TRY
14000
5T SEM
I
GAN
TRY
14000
LEAK PROOF CUTOUT IN
ROOF OPENING (1.5M
X1.0M)
LEAK PROOF CUTOUT IN
WALL CLADDING
OPENING (1.5M X1.0M)
1500 (TYP)
FLOOR RAIL FOR SEMI GANTRY (TYP)NOT IN THE SCOPE OF PEB
6000 CLEARSPAN
O1
6000 CLEARSPAN
O2 O2 O2
O2
O2O2
O2
O2
O2
O2
O2
O2
O2
O2 O2 O2
O1
O1
O1
VERTICAL
SH
TG
(TYP.)
LO
UVERED
SH
EETIN
G/ CAN
TILEVER TRU
SS
VERTICAL SH
TG
STRAIGHT SHTG
LOUVERED SHEETING/
CANTILEVER TRUSS
STRAIGHT SHTG
VERTICAL
SH
TG
(TYP.)
LO
UVERED
SH
EETIN
G/
CAN
TILEVER TRU
SS
VERTICAL SH
TG
VERTICAL SHTG
LOUVERED SHEETING/
CANTILEVER TRUSS
VERTICAL SHTG
VERTICAL
SH
TG
(TYP.)
LO
UVERED
SH
EETIN
G/
CAN
TILEVER TRU
SS
VERTICAL SH
TG
VERTICAL
SH
TG
(TYP.)
LO
UVERED
SH
EETIN
G/ CAN
TILEVER TRU
SS
VERTICAL SH
TG
VERTICAL SHTG
LOUVERED SHEETING /
CANTILEVER TRUSS
VERTICAL SHTG
STRAIGHT SHTG
LOUVERED SHEETING/
CANTILEVER TRUSS
STRAIGHT SHTG
O1
Monkey ladder
LEAK PROOF CUTOUT IN
ROOF OPENING (1.5M
X1.0M)
+0.000
+12.500
3000030000 30000 30000
SECTION-AA
ROOF VENTILATOR
(TYP)
GALVALUME SHEET
ROOFING(TYP)
10T / 20T CAPACITY
CRANE
1
10
1
10
4200
300mm thk
BRICK WALL
LOUVER
SHEETING
STRAIGHT
SHEETING
CANTILEVER
TRUSS
RIDGE VENTILATOR
(TYP)
10T CAPACITY/20T CAPACITY
CRANE
10T /20T CAPACITY
CRANE
X
14000
+5.630
(RAIL TOP TYP.)
14000
5T CAPACITY
SEMIGANTRY CRANE
5T CAPACITY
SEMIGANTRY CRANE
20T,10T, 30T CAPACITY
CRANE
14000
5T CAPACITY
SEMIGANTRY CRANE
30000
3.5m
(Clear)
(Typ.)
3.5m
(Clear)
(Typ.)
14000
5T CAPACITY
SEMIGANTRY CRANE
14000
5T CAPACITY
SEMIGANTRY CRANE
FRP COATED DOWNSPOUTS OF
SAME MATERIAL AS ROOF
SHEETING (TYP.)
Eaves Gutter
GUTTER
+5.400
+0.000
+12.500
3000030000 30000 30000
SECTION-CC
ROOF VENTILATOR
(TYP)
STANDING SEAM -SS 2000
PROFILE SMP PAINT
COATED GALVALUME
SHEET
ROOFING 0.58MM
TCT(TYP)
1
10
1
10
30000 30000
4200
RIDGE VENTILATOR
(TYP)
20T CAPACITY CRANE 10T CAPACITY CRANE
+5.400
+0.000
+12.500
30000 300003000030000
ROOF VENTILATOR
(TYP)
1
10
1
10
4200
RIDGE VENTILATOR
(TYP)
20T CAPACITY CRANE10T CAPACITY CRANE
BRICK WALL WITH
RCC JALLY
3000(TYP.)
1000(TYP.)
1000(TYP.)
750(TYP.)
STANDING SEAM PROFILE SMP
PAINT , ALUMINIUM ZINC
ALLOY COATED ROOF
SHEETING 0.58MM TCT(TYP)
RIBBED SCREW DOWN
PROFILED SMP PAINT,
ALUMINIUM ZINC ALLOY
COATED WALL CLADDING
0.50MM TCT(TYP) WITH SELF
TAPPING SCREW
3.5m
(Clear)
(Typ.)
3.5m
(Clear)
(Typ.)
3.5m
(Clear)
(Typ.)
+9.00 CRANE RAIL TOP
CRANE GIRDERS IN SUCCESSIVE
SPANS SHOULD BE SPLICED (TYP)
Z
S No Description Level (in m)
Bay A Bay 1 to 5 Bay B
1 Eaves Level of Portal 12.50 12.50 12.50
2 Crane Rail Top Level 9.00 9.00 9.00
3Semigantry Crane rail TopLevel 5.630
RAIL TOBE USED
ISCR80
R45
-
-
- -
+9.00
(RAIL TOP)
475
475
CRANE GIRDER
CRANE BRIDGE
ROOF LEG
CRANE GIRDER
1500
CRANE BRIDGE(TYP)
CRANE GIRDER
ROOF LEG
CRANE GIRDER
+9.00
(RAIL TOP)
+9.00(RAIL TOP)
475
28500
RAIL TO RAIL
600
(RAIL TOP)
+5.630
CRANE BRIDGE
SEMI GANTRY GIRDER
600
(RAIL TOP)
+5.630
CRANE BRIDGE
SEMI GANTRY GIRDER
28500
RAIL TO RAIL
14000
RAIL TO RAIL
14000
RAIL TO RAIL
CRANE BRIDGE
28500
ENLARGE DETAIL -X ENLARGE DETAIL -Y
MAIN COLUMN (2 seperate legs to support the crane girders) Main column ( seperate column
legs to be provided to support
crane girders)
END BEARING/
INTERMEDIATE STIFFNERS
ARE MANDATORY
END BEARING/
INTERMEDIATE STIFFNERS
ARE MANDATORY
CRANE GIRDER
ENLARGE DETAIL -Z
END BEARING
STIFFENERS
SPLICE PLATE
SPLICE
PLATE (TYP.)
(TO BE PROVIDED
ON EITHER SIDE OF
CRANE GIRDERS)
RAIL
750
475
475
300
300
12
80
6
(TYP.)
6
(TYP.)
500
500
ISA7
5X75
X6
ISA7
5X75
X6(T
YP)
75
50
75
HAND RAIL POST TOP CUT TO SHAPE(TYP)
464
EQCRANEGIRDER
500
425
1050
RAIL
CR80
+9.00
CRANE RAIL 425
CUP TYPE RAIL CLIP
EQ
15
80
154
6
(TYP.)
500
500
500
ISA7
5X75
X6
ISA7
5X75
X6(T
YP)
75
50
75
HAND RAIL POST TOP CUT TO SHAPE(TYP)
STIFFENINGGIRDER
CRANE GIRDER
SECTION-EE
C OF ROOF LEGL875
315
1050
RAIL
CR80
+9.00
CRANE RAIL
SECTION-E'E'(MIRROR IMAGE)
HOLE FOR
SECTION -GG
DETAILS OF DUMMY GIRDER
GG
HOLE FOR BOLT
FOR SPLICE PLATE
RAIL
C OF
COLUMN
L
WOODEN
BUFFER
STOP
700 (TYP.)
HH
1) ALL DIMENSIONS ARE IN 'MM' &LEVELS ARE IN 'M'
0-TP-CEG-01508
2) DO NOT SCALE THE DRAWING. FOLLOW WRITTEN DIMENSION ONLY
00GENERAL ARRANGEMENT OF
PRODUCTION SHOP
3) ATLEAST 5 % OF ROOF AREA IS TO BE COVERED USING POLYCARBONATE ROOF SHEETING FOR LIGHTING PURPOSE.
0-TP-CEG-01508
O1- OPENING -6000MM X 6000MM - 8 nos
1. Turboventilators (900mm dia) - 160 Nos. (Total)2. Ridge ventilators (900mm throat) - Full length of the building ridge3. 6mm Thick MS valley gutters with 3 mm thick FRP coating4. Approach ladder to roof top- 4 Nos
4) TWO CUT OUT OPENINGS TO BE PROVIDED WHEREVER CHIMNEY IS TO BE PLACED 5) NECESSARY LIFELINE ARRANGEMENT TO BE PROVIDED ON ROOF TOP FOR ITS MAINTENANCE.6) SOLDIER/SHEETING COLUMNS CAN BE PROVIDED AT - 6M SPACING WHERE MAIN COLUMNS ARE SPACED AT 12M -7.5M SPACING WHERE MAIN COLUMNS ARE SPACED AT 30M7) UTILITY LOAD OF 500 KG PER RUNNING METRE ON ALL STEEL COLUMNS AT 2.4M ABOVE CRANE BEAM LEVEL WITH ANECCENTRICITY OF 750MM MAY BE CONSIDERED.
00
O2- OPENING 2100MM x 1200MM