C2 progress_21-05-59
2
- . m. 4 - . m. - . m. Parapet Work Ri g forBar ret teP il e Ri g forBor ed Pi le Lau nc hi ng Gan tr y Se gmen t Wo rks Crossbeam/ColumnHead & ColumnHead Works ColumnStage2 Works Crane Column Stage1 Works PileCap Works Piling Works ToeGrout ToeGrout #### #### #### #### 4/5/16 5/5/16 6/5/16 7/5/16 7/5/16 9/5/16 #### 7/5/16 Status up date : 21-05-59 10 -1.50 x3.00 m. 22 - Ø2.00 10 - 1.50 x3.00 29 - Ø1.00 m. IF2-1 IF2-7 3 11 - Ø2.00 m. & 8 - Ø1.50 m. 4 - Ø1.50 m. & 28 - Ø2.00m. 10-Ø2.00m. 46- Ø1.00 m., 4 - Ø1.50 m. , 10 - Ø2.00 m. 9 - Ø1.00 m. , 4 - Ø 1.50 m. , 8 - Ø2.00 m. 18 - Ø1.00 m., 4 - Ø1.50 m. , 10 - Ø2.00 m. 12 - Ø1.80 m.& 10 - Ø1.80 m. 28 - Ø1.20 m. 8 - Ø2.00m. 19 -Ø1.00 m. 15 - Ø1.00 m. 36-Ø1.50 m. 10- 1.50x 3.00 m. 40 - 1.00 x3.00m. P- 60 4 P- 60 5 P-606 P-595P-596P-597P-598P-599 P-600 P-591 P-592P-593P-594 P-583 P-584 P-585 7 Piling Works Ea. IF2-9 MainViaduct Completefor C4access tostart Trackwork from N22toN24( 1170 Days from CD:13-Aug-18) 6 PileCap Works Ea. IF2-8 Completionof FinalFix Access Stations N24& N23-C5 E&M installation( 1140Days from CD:14-Jul-18) 5 ColumnS tage1 Works Ea. IF2-6 Completionof FinalFix Access Stations N22& N21-C5 E&M installation ( 1050Days from CD:15-Apr-18) 3 Crossbeam/C olumnHead & ColumnHead Work s Ea. Ea. IF2-2 MainViaduct Completefor C4access to start Trackwork instal l. N24toEnd of Project ( 750Days from CD:19-Jun-17) Access Depot Viaduct Compl etefor C4 ConcretePlinthPier No.189to Abutment&SP.07toAbut.(1080Days from CD:15-May-18) 4 ColumnS tage2 Works Ea. Pile Cap L R 2 3 4 5 1 2 Acc. Actual Acc. Percent IF2-4 Completionof 1st Fix Access Stations N22& N21- C5E&M Installation ( 870 Days from CD:17-Oct-17) 1 Parapet Works Ea. 2 IF2-5 Completionof 1st Fix Access Stations N24& N23- C5 E&M Installation ( 960Days from CD:15-Jan-18) 2 Segment Works ColumnStage2 Works KD2-4 Contract Compl etion,Completeallwork inC2Including Tests of Railway& HOA toMRTA(1350Days from CD.9-Feb-19) L R *Remove& renovateof telephonesystem utilityfor C1start piling sin cestationN16 toN20 (210Days from CD:27-Dec-15) PORTALFRAME SINGLEPIER IF2-3 MainViaduct Completefor C4access to start Trackwork instal l. from start of C2toN22 ( 840Days from CD:17-Sep-17) No. StructureElements Unit Total PreviousComplete ThisPeriod INTERFACEDATES: BarrettePile KD2-3 Completionof AllStations for C5start sy stem integrated test ( 1260Days fro m CD.: 11 -Nov-18) Pier/ Column L R CH/CB L R ColumnStage1 Works Bored P ile River Khlong B ang K hen/River Khlong Song Parapet Works Piling LLRR 1 PileCap Works Piling Works 4 5 6 1 3 4 egment Parapet KD2-1 CompletionAllStations for Trackwork installation( 960Days from CD.: 15-Jan- 18) Segment Works KD2-2 CompletionAllMainViaduct forTrackwork installation( 11 70Days from CD.: 13-A ug-18) Crossbeam/ColumnHead & ColumnHead Works YMBOL : Shape : Coler of Complete : KEY DATES : CD2-0 Comme ncemen t Date(CD. ) P- 61 9 P- 620 Pier No. P- 613 P- 61 4 P-615 P- 616 P- 61 7 P-618 P- 607 P- 60 8 P-609 P- 610 P- 61 1 P-612 P- 601 P- 602 P- 603 P-586 P-587 P-588 P-10 P-11 P-12 P-13 P-14 P-582 P-4 P-5 P-6 P-7 P-8 P-9 P-589 P-590 P-12 P-13 P-14 P-1 P-2 P-3 Piles PierNo. P-8 P-9 P-1 0 P-11 R R L L R R L L R R L L R R L L R R L L R R L L R R L L R R L L LLRR Pile Cap R L R L R L R L R L R L R Piles L R L L R Pile Cap R L R R L R L R L R L R L R L L R L Pier/Column R L R L R R L R L R L R L R L R L L CH/CB R L R L R L R L R L R L R Pier/Column L R L L R CH/CB Segment Parapet Segment Parapet VIADUCT CONSTRUCTEDFROM (P-582to P-590) VIADUCT CONS TRUCTEDFROM (P-601to P-62 0) RAMPN24 (P-1toP-14) RAMPN24 (P-1toP-14) STATIONN24 KHUKHOT(P-591toP-600) P-3 P-4 P-5 P-6 P-7 Pier No. P- 578 P- 579 P- 580 P- 581 P-1 P-2 SP-6 SP-7 P-5 74 P-5 75 P-5 76 P-5 77 Abutment SP-1 SP-2 SP-3 SP-4 SP-5 DP -4 DP-5 DP-6 DP-7 DP-8 Abutment P-10 P-11 P-12 DP-1 DP-2 DP-3 P-4 P-5 P-6 P-7 P-8 P-9 P-6 P-7 P-8 P-1 P-2 P-3 Piles PierNo. P-1 P-2 P-3 P-4 P-5 2345 1 2 3 4 5 1 Pile Cap Piles Pile Cap Pier/Column CH/CB Pier/Column Segment CH/CB Parapet Segment ACCESSROAD1( IN TO DEPOT) (DP-1to DP-8) ACCESSROAD2( OUT FROME DEPOT) (SP-1to SP-7) RAMPN24( P-1to P-14) Parapet VIADUCT CONS TRUCTEDFROM (P-574to P-581) BALANCEKHLONGS ONGANDLAMLUKKABRI DGE(P-1t oP- 8) BALANCEKHLONGS ONGANDLAMLUKKABRI DGE(P-1t oP- 12) Pier No. P-17 P-18 P-19 P-20 P-21 P-22 P-11 P-12 P-13 P-14 P-15 P-16 P-5 P-6 P-7 P-8 P-9 P-10 P- 572 P- 573 P-1 P-2 P-3 P-4 P- 566 P- 567 P- 568 P- 569 P- 57 0 P- 571 P-5 60 P-5 61 P- 562 P- 563 P- 564 P- 565 P- 554 P- 555 P- 556 P- 557 P-5 58 P-5 59 P- 548 P- 549 P- 550 P- 551 P- 552 P- 553 P- 542 P- 543 P-5 44 P-5 45 P-5 46 P-5 47 Piles PierNo. P- 537 P- 358 P- 539 P- 540 P- 541 4 5 3 45 12 3 1 2 R Pile Cap Piles L L R R Pile Cap L L R Pier/Column CH/CB Pier/Column L R R CH/CB L Segment Parapet Segment Parapet VIADUCT CONSTRUCTEDFROM (P-528to P-569) BALANCE KHONGSONG(P-570 to P-573) BALANCEKHLONGSONGANDLAMLUK KABRIDGE(P-1to P-22) P-5 32 P-5 33 P-5 34 P- 535 P- 536 Pier No. P-11 P-12 P-528 P-529 P-530 P-531 P-5 P-6 P-7 P-8 P-9 P-10 P-526 P-527 P-1 P-2 P-3 P-4 P-520P-521P-522P-523P-524 P-525 P- 514 P- 515 P-5 16 P-5 17 P-5 18 P- 519 P- 508 P- 5 09 P- 510 P- 511 P- 5 12 P- 513 P- 502 P- 5 03 P-5 04 P-5 05 P-5 06 P-5 07 P- 496 P- 4 97 P- 498 P- 499 P- 500 P- 501 P-490P-491P-492P-493P-494 P-495 P-484 P-485 P-48 6 P-487P-488P-489 Piles PierNo. P- 480 P- 481 P- 4 82 P- 483 LLRR LLRR 6/4/16 #### #### #### #### #### Pile Cap Piles L R L R Pile Cap L R L R Pier/Column L R L R Pier/Column CH/CB L R L R Segment CH/CB Parapet Segment RAMPN23(P-1to P-12) Parapet VIADUCT CONS TRUCTEDFROM (P-496to P-51 7) STATIONN22 ROYAL THAIFORCE MUSEUM (P-486toP-495) STATION N23KM.25 5 - Ø 2.00 m. 2 -Ø2.00 m. & 12 -Ø 1.50 m. 34 - Ø 2.00 m. 10 - 1.50 x3.00 m. 22 - Ø2.00 m. P-4 75 P-4 76 P-4 77 P- 478 P- 479 Pier No. P- 469 P- 470 P- 4 71 P- 472 P- 473 P-4 74 P- 463 P- 464 P- 4 65 P- 466 P- 467 P- 468 P-457P-458P-459P-460P-461 P-462 P- 451 P- 452 P- 4 53 P- 454 P- 455P-456 P-4 45 P-4 46 P- 447 P- 448 P- 4 49 P- 450 P- 439 P- 440 P-4 41 P-4 42 P-4 43 P-4 44 P- 433 P- 4 34 P- 435 P- 436 P- 4 37 P- 438 P- 427 P- 428 P-4 29 P-4 30 P-4 31 P-4 32 P- 421 P- 4 22 P- 423 P- 424 P- 4 25 P- 426 P-415 P-416 P-417 P-418 P-419P- 420 Piles PierNo. P- 410 P- 411 P- 4 12 P- 413 P-414 #### #### #### 2/3/16 4/3/16 7/3/16 9/3/16 #### Piles Pile Cap Pile Cap Pier/Column Pier/Column CH/CB CH/CB Segment Parapet Segment BALANCE KHLONG THANON (P-416to P-419) STATION N21BHIMIBOLADULYADEJ HOSPITAL(P-454 to P-463) Parapet #### #### #### #### MRT Green Ling Extention Project ,Contract -2 ElevateCivil Works ,Saphan Mai - Khu-KhotSection SCHEMATIC VE. For the Viaduct & Station Structure Detail Design Drawing (18-Jan-2016) UPDATE 17/02/2016 VIADUCT CONSTRUCTEDFROM (P-410to P-415) VIADUCT CONS TRUCTEDFROM (P-420to P-453)
Transcript of C2 progress_21-05-59
8/16/2019 C2 progress_21-05-59
http://slidepdf.com/reader/full/c2-progress21-05-59 1/1
- . m . 4 - . m . - . m .
Parapet Work
R ig f or Ba rre tt e Pi le R ig f or Bo re d P il e La un ch in g Ga nt ry S eg me nt W ork s
Crossbeam/ColumnHead & ColumnHead Works
ColumnStage2 Works
Crane Column Stage 1 Works
PileCap Works
Piling WorksToe Grout Toe Grout
#### ######## #### # # # ## # # # ##
4/5/16
5/5/16
6/5/167/5/16
7/5/16
9/5/16
####
6/5/16
7/5/165 /5 /1 6 5 /5 /1 6 5 /5 /1 6 5 /5 /1 6
25/3/16
##### 14/3/16
Status up date : 21-05-59
10 -1.50 x3.00 m. 22 - Ø 2.00 10 - 1.50 x3.00 29 - Ø 1.00 m.
IF2-1
IF2-7
3
11 - Ø 2.00 m. & 8 - Ø1.50 m.
4 - Ø 1.50 m. & 28 - Ø 2.00 m. 10 -Ø 2.00 m. 46 - Ø1.00 m., 4 - Ø1.50 m. , 10 - Ø2.00 m.
9 - Ø1.00 m. , 4 - Ø 1.50 m. , 8 - Ø2.00 m. 18 - Ø1.00 m., 4 - Ø1.50 m. , 10 - Ø2.00 m. 12 - Ø1.80 m.& 10 - Ø1.80 m. 28 - Ø 1.20 m. 8 - Ø 2.00 m. 19 - Ø1.00 m.
15 - Ø 1.00 m. 36 - Ø 1.50 m. 10 - 1.50 x 3.00 m. 40 - 1.00 x 3.00 m.
P -6 04 P -6 05 P- 60 6P-595P-596P-597P-598P-599 P-600P-591 P-592P-593P-594P-583 P-584 P-585
7 Piling Works Ea.
IF2-9MainViaduct Completefor C4access tostart Trackwork from N22toN24( 1170 Days from CD:13-Aug-18)
6 P ile Cap Works Ea.
IF2-8Completionof FinalFix Access Stations N24& N23-C5 E&M installation( 1140Days from CD:14-Jul-18)
5 Column Stage 1 Works Ea.
IF2-6Completionof FinalFix Access Stations N22& N21-C5 E&M installation ( 1050Days from CD:15-Apr-18)
3 Crossbeam/ColumnHead & ColumnHead Works Ea.
Ea.
IF2-2MainViaduct Completefor C4access to start Trackwork install. N24toEnd of Project ( 750Days from CD:19-Jun-17)
Access Depot Viaduct Completefor C4 ConcretePlinthPier No.189to Abutment&SP.07toAbut.(1080Days from CD:15-May-18)4 Column Stage 2 Works Ea.
Pile CapL R
2 3 4 5 1 2
Acc. Actual Acc. Percent
IF2-4Completionof 1st Fix Access Stations N22& N21- C5E&M Installation ( 870 Days from CD:17-Oct-17)
1 Parapet Works Ea.
2
IF2-5Completionof 1st Fix Access Stations N24& N23- C5 E&M Installation ( 960Days from CD:15-Jan-18)
2 Segment Works
ColumnStage2 Works KD2-4 Contract Completion,Completeallwork inC2Including Tests of Railway& HOA toMRTA(1350Days from CD.9-Feb-19)L R
*Remove& renovateof telephonesystem utilityfor C1start piling sincestationN16 toN20 (210Days from CD:27-Dec-15)
PORTAL FRAME SINGLE PIER IF2-3
MainViaduct Completefor C4access to start Trackwork install. from start of C2toN22 ( 840Days from CD:17-Sep-17)No. Structure Elements Unit Total Previous Complete This Period
INTERFACE DATES :
BarrettePile KD2-3 Completionof AllStations for C5start system integrated test ( 1260Days from CD.: 11-Nov-18)
Pier/ ColumnL R
CH/CBL R
Column Stage 1 Works Bored Pile River Khlong Bang Khen / River Khlong Song
Parapet Works
PilingL L R R 1
PileCap Works
Piling Works
4 5 6 1 3 4
egmentParapet
KD2-1 CompletionAllStations for Trackwork installation( 960Days from CD.: 15-Jan-18)
Segment Works KD2-2 CompletionAllMainViaduct for Trackwork installation( 1170Days from CD.: 13-Aug-18)
Crossbeam/ColumnHead & ColumnHead Works
YMBOL : Shape : Coler of Complete : KEY DATES :
CD2-0 Commencement Date(CD.)
P -6 19 P -6 20 Pier No.P -61 3 P -6 14 P- 61 5 P -61 6 P -6 17 P- 61 8P -60 7 P -6 08 P- 60 9 P -6 10 P -6 11 P- 61 2P -6 01 P -6 02 P -6 03P-586 P-587 P-588P-10 P-11 P-12 P-13 P-14 P-582P-4 P-5 P-6 P-7 P-8 P-9 P-589 P-590P-12 P-13 P-14 P-1 P-2 P-3
Piles
Pier No. P-8 P-9 P- 10 P-11
30/4/16
R R L L R R L L####### ### 8/4/16##### ### ##
R R L L R R L L R R L LR R L L R R L L R R L LL L R R
Pile CapR L R L R L R L R L R L R
Piles
L R LL R Pile Cap
R L R R L R L R LR L R L R LL R LPier/Column
R L R L R R L R L R LR L R L R LL
CH/CBR L R L R L R L R L R L R
Pier/Column
L R LL R CH/CBSegmentParapet
SegmentParapet
VIADUCT CONSTRUCTEDFROM (P-582to P-590) VIADUCT CONSTRUCTEDFROM (P-601to P-620)RAMPN24 (P-1toP-14) RAMP N24 (P-1 to P-14) STATION N24 KHU KHOT (P-591 to P-600)
P-3 P-4 P-5 P-6 P-7 Pier No.P -5 78 P -5 79 P -5 80 P -5 81 P-1 P-2SP- 6 SP- 7 P- 574 P- 575 P- 576 P- 577 Abutment SP-1 SP-2 SP-3 SP-4 SP-5D P- 4 D P- 5 DP-6 DP-7 DP-8 AbutmentP-10 P-11 P-12 DP-1 DP-2 DP-3P-4 P-5 P-6 P-7 P-8 P-9P-6 P-7 P-8 P-1 P-2 P-3
Piles
Pier No. P-1 P-2 P-3 P-4 P-5
2 3 4 51 2 3 4 5 1
Pile Cap
Piles
Pile Cap
Pier/Column
CH/CB
Pier/Column
SegmentCH/CB
ParapetSegment
ACCESS ROAD 1 (IN TO DEPOT) (DP-1 to DP-8) ACCESS ROAD 2 (OUT FROME DEPOT) (SP-1 to SP-7) RAMP N24 (P-1 to P-14)
Parapet
VIADUCT CONSTRUCTEDFROM (P-574to P-581)B AL AN CE K HL ON G SO NG A ND L AM L UK K A BR ID GE ( P- 1 to P -8 ) B AL AN CE K HL ON G SO NG A ND L AM L UK K A BR ID GE ( P- 1 to P -1 2)
Pier No.P-17 P-18 P-19 P-20 P-21 P-22P-11 P-12 P-13 P-14 P-15 P-16P-5 P-6 P-7 P-8 P-9 P-10P -5 72 P -5 73 P-1 P-2 P-3 P-4P -5 66 P -5 67 P -5 68 P -5 69 P -5 70 P -5 71P - 56 0 P - 56 1 P -5 62 P -5 63 P -5 64 P -5 65P -5 54 P -5 55 P -5 56 P -5 57 P - 55 8 P - 55 9P -5 48 P -5 49 P -5 50 P -5 51 P -5 52 P -5 53P -5 42 P -5 43 P - 54 4 P - 54 5 P - 54 6 P - 54 7
Piles
Pier No. P -5 37 P -3 58 P -5 39 P -5 40 P -5 41
4 53 4 5 1 2 31 2R
Pile Cap
Piles L L R
R Pile Cap L
L R Pier/Column
CH/CB
Pier/ColumnL R
R CH/CB LSegmentParapet
SegmentParapet
VIADUCT CONSTRUCTEDFROM (P-528to P-569) BALANCE KHONGSONG(P-570 to P-573) BALANCE KHLONG SONG ANDLAM LUK KA BRIDGE (P-1to P-22)
P - 53 2 P - 53 3 P - 53 4 P -5 35 P -5 36 Pier No.P-11 P-12 P-528 P-529 P-530 P-531P-5 P-6 P-7 P-8 P-9 P-10P-526 P-527 P-1 P-2 P-3 P-4P-520P-521P-522P-523P-524 P-525P -5 14 P -5 15 P - 51 6 P - 51 7 P - 51 8 P -5 19P -5 08 P -5 09 P -5 10 P -5 11 P -5 12 P -5 13P -5 02 P -5 03 P - 50 4 P - 50 5 P - 50 6 P - 50 7P -4 96 P -4 97 P -4 98 P -4 99 P -5 00 P -5 01P-490P-491P-492P-493P-494 P-495P -48 4 P -4 85 P -4 86 P -48 7 P -4 88 P -4 8 9
Piles
Pier No. P -4 80 P -4 81 P -4 82 P -4 83
L L R R L L R R 6/4/16#### #### ############
Pile Cap
Piles
L R L R Pile Cap
L R L R Pier/Column
L R L R Pier/Column
CH/CBL R L R Segment
CH/CB
ParapetSegment
RAMPN23(P-1to P-12)
Parapet
VIADUCT CONSTRUCTEDFROM (P-496to P-517)STATIONN22 ROYAL THAIFORCE MUSEUM (P-486toP-495) STATION N23KM.25
5 - Ø 2.00 m. 2 -Ø 2.00 m. & 12 - Ø 1.50 m. 34 - Ø 2.00 m. 10 - 1.50 x3.00 m. 22 - Ø 2.00 m.
P - 47 5 P - 47 6 P - 47 7 P -4 78 P -4 79 Pier No.P -4 69 P -4 70 P -4 71 P -4 72 P -4 73 P - 47 4P -4 63 P -4 64 P -4 65 P -4 66 P -4 67 P -4 68P-457P-458P-459P-460P-461 P-462P -4 51 P -4 52 P -4 53 P -4 54 P -4 55 P - 45 6P - 44 5 P - 44 6 P -4 47 P -4 48 P -4 49 P -4 50P -4 39 P -4 40 P - 44 1 P - 44 2 P - 44 3 P - 44 4P -4 33 P -4 34 P -4 35 P -4 36 P -4 37 P -4 38P -4 27 P -4 28 P - 42 9 P - 43 0 P - 43 1 P - 43 2P -4 21 P -4 22 P -4 23 P -4 24 P -4 25 P -4 26P-415 P-416 P-417 P-418 P-419 P -420
Piles
Pier No. P -4 10 P -4 11 P -4 12 P -4 13 P -4 14
######## ####2/3/164/3/16 7/3/169/3/16 1 1/ 3/ 16 1 5/ 3/ 162 0/ 3/ 16 2 2/ 3/ 16 2 4/ 3/ 16 2 6/ 3/ 1627/3/16 29/3/16 25/4/16 ####1 3 /3 / 16 1 7 /3 / 16 2 1 /3 / 16 2 3 /3 / 16
Piles
Pile CapPile Cap
Pier/ColumnPier/Column
CH/CBCH/CBSegmentParapet
Segment
BALANCE KHLONG THANON (P-416to P-419) STATION N21BHIMIBOLADULYADEJ HOSPITAL(P-454 to P-463)
Parapet
12/5/16 ########
#####
####
####
2 9 /4 /1 6 2 9 /4 /1 6
MRT Green Ling Extention Project ,Contract -2ElevateCivil Works ,Saphan Mai - Khu-KhotSection
SCHEMATIC VE. For the Viaduct & Station Structure Detail Design Drawing (18-Jan-2016)
UPDATE 17/02/2016
VIADUCT CONSTRUCTEDFROM (P-410to P-415) VIADUCT CONSTRUCTEDFROM (P-420to P-453)
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