Tanks Installation Manual

7/31/2019 Tanks Installation Manual

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Process Engineering and Contracting Division

NARGAN

ASALUYE

C2+ RECOVERY ANDFRACTIONATION PLANT

PARS

PETROCHEMICAL

COMPANY

Linde Project No.: 21101055 NARGAN Proj-No.: N-178 Owner Project No.: 3910

Linde Job Code: Asaluye NARGAN Job Code: Owner Job Code: PPC-RFPLinde Doc. No.: BMM50005 Owner Doc. No.: 10-VD-A4-PV-014-084-L

Installation ManualTP-000-16

(Page 1-32)

and

attachment:Welding Sequence Bottom and Shell

(Page 1- 13)and

attachment:Assembly Procedure of Erection Openings

(Page 1- 3)

Tk-No. 10-TK-0661-PropaneTk-No. 10-TK-0662-Butane

Inner Tank Dia: 40 000 mmOuter Tank Dia: 42 200 mm

Linde P.O. No.: 2 DE 466

04 01.11.02 49 Stelck Tacke R. Schulte revised per comments

P 03 27.08.02 30 Stelck Tacke R. Schulte revised per comments

P 02 26.04.02 30 Stelck Tacke R. Schulte revised per commentsP 01 21.03.02 30 Stelck Tacke van Ommen

Status Issue Date Pages Prepared Checked Approved Remarks

Intellectual property rights reserved.


2/53

a d a p t GmbH

the project manager

for cryogenic and atmospheric tanks

ERECTION SEQUENCE

TANK 0661 / 0662

a d a p t GmbH Project

P - 01-1021

150

Outer tank

annular plate

Outer tank

bottom

Foundation Slab

Leveling course

X Ray 25%

min 150mm

Field painting - Coating before

in position.

Reference:

Anchor straps Drawing Inner Tank No: 19

Outer Tank No: 18

Bottom of outer tank No: 07

Welding : according to applicable WPS

Inspection: X-Ray ( 25%), visual and Vacuum-Box-Test

acc. to T.i.P. TP-000-06, Length of X-Ray-film : min 150mm ( 6 in)

Client: Linde Process Engineering and Contracting division

Project No.: 2110 1055 ASALUYE

Linde Doc.No.: BMM 50005

Owner Doc. No.: 10-VD-A4-PV-014-084L

Page 1 of 32

TP-000-16, Rev. 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

about 100

Erection of outer tank

shell course 1

Erection of outer tank shell course 1

A) in about 100 mm lifted position

1. Welding vertical weld seams as per applicable WPS

2. X -Ray and visual Examination as per T.i.P. (TP-000-06)

B) positioning

3. Put down

4. Annular plate and shell plate tack weld


Project No.: 2110 1055 ASALUYELinde Doc.No.: BMM 50005


Page 2 of 32

TP-000-16, Rev. 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

353

350

188

min. 300

891

1100

1388

min. 300 4.300

see drawing no. 21: Temporary Erection Opening in shell course 1

after welding of shell course 2

Step 1 = 4300 x height of course 1

Step 2 = 2700 x height of course 1 - 300+891 = 1100mm

after water hydrotest for outer tank

Erection of outer tank

shell course 2

Welding of outer tank shell course 2 vertical weld seamsand horizontal weld seam acc. to applicable WPS,

Inspection: Visual, 100% X-Ray vertical joints,

100% X-Ray of all intersections of joints, Spot X-Ray and

Magnetic-Particle Examination of horizontal joints as per T.i.P ( TP-000-06 )

Step 2Step 1

Step 2

Outer tank anchor

course 1

course 2




Page 3 of 32

TP-000-16, Rev. 04


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a d a p t GmbHthe project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

about 100

150

2m

1.) inner tank annular plate2.) inner tank shell

place Steel Blocks free of

bottom welds

Distance between the blocks = 2,0m

X Ray 25%

min 150mm

Welding acc. to applicable WPS

Inspection acc. to T.i.P ( TP-00-20 )

visual, X-Ray and Vacuum- Box

Welding of Shell Course 1 to annular plate

after erection of course 2 acc. to appl. WPS

Inspection acc. to T.i.P ( TP-000-06 )

visual, Vacuum Box Test

and Magnetic Penetrant Test.

3.) inner tank shell course 1 with annular plate tack weldDistance between the top of O.T

annular plate to the below of

I.T.annular plate = 450mmsee Drawing No.T-0661-01

max load (dead

weight) from inner

tank shell

2,50 tos / m

Tolerances of inner tank annular

plates: see Drawing No. T-0661-18

Tolerances of Foundation





Page 4 of 32

TP-000-16, Rev. 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

4.300

max. about 45

45,00 m radius

Erection of outer tank course 3 thru 12

and compression bar,

and outer shell stiffeners

Erection-welder cages

2 x for Erection and welding

1 x for Inspections and Tests

Scaffolding for shell in annular space

Temporary Erection Opening of

inner tank shell, see drawing no. 22

Erection of inner tank shell course 3 thru 11

and top shell stiffener

Welding: All welding shall be carried out acc. to applicable

WPS

Inspection acc. T.i.P ( TP-00-20 )

Visual Inspection of all welds

Radiographic Examination.

Vacuum Box- Examination

Storm Guys required

above this level

( course 4 )

Storm guy 13,0mm dia

wire rope for wind blow

in. Position 15 anchor

points equally spaced at

55mtrs radius

100 x 5 Flat Tie Bar

Make provision for

temporary ties between

inner tank and outer

tank-to installed hen

high wind is forecast

Erection of-inner shell top stiffener

A) positioning on shell

1) Welding radial weld seams acc WPS

2) Welding horizontal weld seams acc toWPS

1)2)

Erecting of insert plates for Nozzle N03 at

inner and outer tank




Page 5 of 32

TP-000-16, Rev. 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

Erection of outer tank shell course 3 thru 12

and compression bar,

and outer and inner tank shell stiffener

Erection of outer tank compression bar

A)1. Welding acc. to applicable WPS

2. X- Ray min 25% and visual examination

B)3.welding inner and outer fillet weld acc. to appl. WPS

4. Visual Examination




Page 6 of 32

TP-000-16, Rev. 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

clear span 2.310 max =1.400 for the center column

crown ring ( suspended deck )

2.400

1200

17

330

5.686100

3.000

1.980

Erection Opening

suspended deck

26.200

1200

1200

45

safety net

Erecting platform

Erection of crown Ring,

see Drawing No. 33

Ladder

stay rope rope /6x13,0mm

central support support for

max 1/3 dead weight roof

round (60 tons)

Height to top of outer

shell see

Drawing No.: 01 / 08

Plate 20mm 300x300

collumns HEB 140

bracket U 300

diagonals L 80x80x8

filler plate rd.100mm





Page 7 of 32

TP-000-16, Rev. 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

Weight 18 segment 1 segment

T-0661-23 5439 kg 302 kg

T-0661-24 5033 kg 280 kg

T-0661-25 6457 kg 359 kg

16929 kg 941 kg

50 365

6633

top of Roof

R = 1050 31.911

365 25

R = 19100 30

R = 2325 5.686

6.789

top of O.T.Shell top of O.T.Shell

26.200 8123 26.200

1.468 24.732

6

R =

18.050 1050

R = 19.100

Outer Tank

A

A

section A-A

1/18 segment-suspended- deck

acc.drawing no.:T-0661-23

Roof Rafters

RAFTER

RAFTER

RAFTER

RAFTER





Page 8 of 32

TP-000-16, Rev. 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

270 90

180

0

A

A

SECTION A - A

1 / 18 segment of

suspended deckHangers only for erection

1 / 18 segment of

suspended deck

1 / 18 segment of

suspended deck

and 3 x raffters

Client: Linde Process Engineering and Contracting divisionProject No.: 2110 1055 ASALUYE



Page 9 of 32

TP-000-16, Rev. 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

17

271

8123 R = 10.978

2444 271

50 299 2026

6633 365

2444

top of Roof 271

R = 1050 31.911

25

365

2444

R = 2325 5.686

R = 8.033 6.789

R =

21006 2.000

top of O.T.Shell IPE 300=229

26.200 IPE 360=281 top of O.T.Shell

65 IPE 500=404 26.200

52 1.533

123 1.468 24.732

6

18.050

R = 6.000

R = 19.100 1050

Outer Tank

A

A section A-A



with 3 rafters IPE 300 or

IPE 360 or IPE 500 incuded interm.

stiffeners Roof Rafters

RAFTER

RAFTER

RAFTER

RAFTER





Page 10 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

Errection of outer tank roof rafters with

segment of suspended deck stay rope

6

7

8

Hangers for suspended

deck, see Drawing no. 23,

24, 25

Erecting platform for

segment of suspended

deck and roof rafters inground position

suspended deck

2

1

3

5

4

3 rafters with (3) =

1/18 suspended deck


1/18 suspended deck


1/18 suspended deck


1/18 suspended deck

Client: Linde Process Engineering and Contracting divisionProject No.: 2110 1055 ASALUYELinde Doc.No.: BMM 50005Owner Doc. No.: 10-VD-A4-PV-014-084L

Page 11 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

Erection of hangers for suspended deck and

erecting platform for suspended deck

Welding acc. to applicable WPS

Visual inspection acc to T.i.P. ( TP-000-06 )

3 Rafters = 1 / 18


Page 12 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

1.)Erection of tank roof plates, see Drawing

No. 10

2.) Continue welding acc. to appl. WPS

3.) Visual Inspection according to

T.i.P ( TP-000-06 )

safety net

WALKING ON THE SUSPENDED DECK

general max loads at roof plates a = 100,0 kg/m2

scaffold board - wood

scaffold board -wood

max load with Scaffold board (

wood ) a two person or max100 kg/m2

max load without Scaffold board (

plywood) a one person


Page 13 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

15mm

813 x 12,7Temporary Erection Openig welding,

100% X Ray acc. to T.i.P ( TP-000- 06

)

and visual Inspection; Vacuum / MP

Erecting of inner shell ladder

erecting of horizontal and

vertical stiffeners

erecting of pads for piping +anchor

pads +water spray +steel structure

++++

Welding acc. to appl. WPS

Inspection acc. T.i.P ( TP-000-06 )

Visual; Magnetic Penetrant Examination

Opening for Pump Suction

Nozzle N03 on shell, see

drawing no. 43

use Nozzle N03 for water

test and draining

Note to Field:

Use Leftover from

Field Cutting Sketch

drawing no.-30




Page 14 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

For Outer Tank Hydrostatic Testand Filling Height, refer to

Procedure No............

welding of outer anchors as perWPS at partial water filling,see Drawing No. 18.Inspection acc. to T.i.P: visual and

Magnetic-Penetrant Examination.

after Hydrostatic Test perform

vacuum box test of bottom welds


Linde Doc.No.: BMM 50005Owner Doc. No.: 10-VD-A4-PV-014-084L

Page 15 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

Height between inner

and outer bottom see

Drawing No. 0661(2)-01

hydraulic press min = 25 to nns pressure

wood cotter to install

Concrete layer 100 mm to install

length of one shell plate

to install of hard wood blocks





Page 17 of 32

Revision 04


19/53

a d a p t GmbHthe project managerfor cryogenic and atmospheric tanks

ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

60

wood cotter

40 40 x 60 x 480

30

505 Stck pro Tank

480

60

wood cotter

60 70 x 60 x 500

70

505 Stck pro Tank

500

wood cotter wood cotter

Hight of inner tank

bottom see drawing:

T 0661-1 / T 0662-1

crack / round 10 - 30 mm

hydraulik press min = 25 tonns pressure

wood cotter to install

lenght of one shell plate

to install of hard wood blocks





Page 18 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

place base layer of concrete

leveling layer

Erecting of roof nozzles and

manhole


Page 19 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

1.) Erection of inner tank bottom1a) welding acc. to applicable WPS

1b) Inspection acc. T.i.P: visual and Vacuum-Box-Test

2.) Erect inner tank internal

piping and ladder

2a) Welding acc to appl. WPS

2b) Inspection acc to T.i.P

Visual and Magnetic Particle Test

Solution Test of Reinfocement plates

Nozzles


Page 21 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

Erection of steel structure on roof

and outer shell stairway

Closing of access opening at inner tank shell.

Welding according to applicable WPS

Inspection: Visual and 100% X-Ray acc. to T.i.P ( TP-000-06 )

Weather Protection

Erect of Suction Nozzle NO3

Welding according to applicable WPS

Inspection: Visual 100% X-Ray acc. to T.i.P ( TP-000-06 )

and Vacuum


Page 22 of 32

Revision 04


24/53


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

Hydro-water-test

without Over pressure

Welding of inner tank anchors

to be done during partial water filling of

inner tank (see Drawing No. 19), but

before applying any air pressure.

Hight Level of water filling see

HPT- TP-000-08

acces openig


Page 24 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

PU - Insulation at inside of

outer tank shell

after PU - Insulation

erretion of piping in shell

annular space on wood

erecting oppening.

one roof plate

After PU - Insulation

close the erretion

opening

welding acc.

TIP -TP-000-06 WPS

100% X Ray and

visual,vacuum

Foam maschins and Foam

components on the floor.Alternativ on top of platform





Page 28 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

Roof plate oppening

0

PU - Insulation at inside of

outer tank shell in part of

errection opening


Page 29 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

0

close suspended deckannular space


Page 30 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

0

Insulation of suspended

deck


Page 31 of 32

Revision 04


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a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

5000 5000

2026 9820 9156

150

150

27090

180

0

A

A

SECTION A - A

1 / 18 segment of

suspended deckHangers only for erection

1 / 18 segment of

suspended deck

1 / 18 segment of

suspended deck

and 3 x raffters

centroid

centroid




Page 1 of 4

Revision 04


35/53

a d a p t GmbH

the project manager


ERECTION SEQUENCE

TANK 0661 / 0662


P - 01-1021

17

271

8123 R = 10.978

2444 271

50 299 2026

6633 365

2444

top of Roof 271

R = 1050 31.911

25

365

2444

R = 2325 5.686

R = 12.085 6.789

R =

21006 2.000

top of O.T.Shell IPE 300=229

26.200 IPE 360=281 R = 11.850 top of O.T.Shell

65 IPE 500=404 26.200

52 1.533

123 1.468 24.732

6

18.050

R = 6.000

R = 19.100 1050

Outer Tank

A

A section A-A



with 3 rafters IPE 300 or

IPE 360 or IPE 500 incuded interm.

stiffeners Roof Rafters

RAFTER

RAFTER

RAFTER

RAFTER

centroid susp.

centroid raffters

centroid (3xraffters+1/18suspended deck)

150





Page 2 of 4

Revision 04


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Process Engineering andContracting Division

NARGANCOMPANY

ASALUYE

C2+ RECOVERY ANDFRACTIONATION PLANT

PARS

Petrochemical

Company

Linde Project No.: 2110 1055 NARGAN Project No.: N-178 Owner Project No.: 3910Linde Job Code: Asaluye NARGAN Job Code: Owner Job Code.: PPC-RFP

Linde Doc. No.: Owner Doc. No.:

Page 1 of 13

Installation ManualTP-000-16


(Page 1 13)

10-TK-0661and

10-TK-0662

P.O. No. 2DE466

01 01.11.02 13 Tacke D. Hensel Stelck

Status Issue Date Description Pages Prepared Checked Approved


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ASALUYE C2+ RECOVERY AND FRACTIONATION PLANT


a d a p t Doc. No. :Issue 1


a d a p t Ref.:P 01-1021,

Rev. 2 attachment to TP-000-16 Page 5 of 13

PARSPetrochemical

Company

6.0 Inner BottomFor layout see drawing no. T-0661-/2-13.The bottom plates will be single-Vee-groove welded on back up bars.

The sequence of welding is as follow (attachment 5):a) Start up with welding all back up bars before placing the inner bottom plates.b) Start welding the transverse joint in the centre and thereafter the next weld joint in

the same row on both sides (A1 A2 A3).c) The next row will be welded in the same sequence till all transverse joints are

completely welded, row by row from centre to outside (B1 B2 up to H1 H2H3 H4).

d) The longitudinal weld joints shall be welded from the centre outwards on both sidesof the centre row (attachment 6). Leave the fourth longitudinal weld joint either sideof the centre to act as a closing seam. Do not tack these seams.

e) At least weld closing seams of the bottom from centre to outside (attachment 8)

f) The connection between the annular plates and the bottom plates shall not betacked, only wedged, will be welded after the bottom is completely welded.

Start with welding the seam bottom to annular plate on at least four places. If it isnecessary and possible, back step welding shall be used (attachment 7).

7.0 RemarksThe welding supervisor shall observe the welding and may change the sequence ofwelding, if necessary.


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ASALUYE C2+ RECOVERY AND FRACTIONATION PLANT

attachment:Assembly Procedure of Erection Openings

a d a p t Doc. No. :Issue 1


a d a p t Ref.:P 01-1021,

Rev. 2 attachment to TP-000-16 Page 3 of 3

PARSPetrochemical

Company

7.1.10 Carry out the back welding of the lower horizontal weld joint after grinding.

7.2 Round Erection Opening

7.2.1 The weld joint preparation of the erection opening shall be the same as for the verticalweld joint of course 1.

7.2.2 Fit up the plate with equal gap all around and tack the plate.

7.2.3 Start with welding from the top to the bottom (3G down) at both sides.

7.2.4. Thereafter weld 3 or 4 passes vertical up (both sides), position 3G up.

7.2.5 Back welding shall be carried out after grinding from inside.

7.2.6 Finish welding from outside.

7.3 All welding shall be carried out by string beads.

7.4 The inter-pass temperature shall not exceed 150C (302 F).

8.0 Non-Destructive-Testing

8.1 The root pass shall be examined by LP-Test or MP-Test after grinding of the back sideand before back welding.

8.2 After finish welding, the following examinations shall be carried out:

8.2.1 After Hydrostatic Test, but before Pneumatic Test: - 100 % Visual Examination- 100 % Radiographic Examination

8.2.2 After Hydrostatic and Pneumatic Test: - 100 % Visual Examination- 100 % Vacuum Examination- 100 % Magnetic Particle Examination

- 100 % Radiographic Examination

8.3 All NDE-Tests shall be reported and signed.

Documents

Tanks Installation Manual