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Biện pháp thi công dự án Sunwah Pearl 52 tầng

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Biện pháp thi công tổng công trình cao tầng Sunwah Pearl

Trang 1

SUNWAH PEARL

CHINA STATE CONSTRUCTION ENGINEERING CORPORATION LIMTED

Feb,5,2018METHOD STATEMENT FOR GENERAL PLAN

Trang 2

CONTENTS

SUNWAH PEARL

Trang 4

P.A P.1

3.1

P.A P.14

3.15

SF+1.070 Hs=300

SF+0.880 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300 Elevator

2@1800

2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800

2@1800

2@1800

2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1200

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800

WASHING BAYIN&OUT

WASHING BAYIN&OUT

60m2MIXING STATION

60m260m2

60m2FINISHED MATERIAL

60m2FINISHED MATERIAL

7

7

77

8

94

1212

13

2

2OUT&IN

1.1 SITE ARRANGEMENT

4

Trang 5

P.1

3.1

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1200

2@1800

2@1800 2@1800

2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800

2@1200

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

WASHING BAY IN&OUT

FORM WORK

300 m2

TC04-R=55M TC01-R=55M

TC02-R=55M

GATE 3

OFFICE FABRICATION YARD

WASHING BAY IN&OUT

FINISHED MATERIAL

60m2 60m2

FINISHED MATERIAL

60m2 FINISHED MATERIAL

7

7

7

12 OFFICE

Trang 6

P.A P.14

3.15

SF+1.070 Hs=300

SF+0.880 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

Elevator

STEEL STAIRCASE 3

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1200

2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800

60m2 FINISHED MATERIAL

8

9

4

10 11

Trang 7

P.A P.1

3.1

P.A P.14

3.15

SF+1.070 Hs=300

SF+0.880 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300 Elevator

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800

2@1800

2@1800 2@1800 2@1800

2@1800

2@1800 2@1800 2@1800

2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800

2@1800

2@1800 2@1800

2@1800

2@1800 2@1800

WASHING BAYIN&OUT

WASHING BAYIN&OUT

60m2MIXING STATIONFINISHED MATERIAL

60m260m2

FINISHED MATERIAL

60m2FINISHED MATERIAL

60m2FINISHED MATERIAL

7

7

77

8

94

1212

13

2

2OUT&IN

IN&OUT

1.2 TRAFFIC CONTROL PLAN

7

Trang 8

1.2 TRAFFIC CONTROL PLAN

- VEHICLE ACCESS

- IN&OUT SYMBOL

Trang 9

CHAPTER 2: EQUIPMENT PLAN

SUNWAH PEARL

Trang 10

P.A P.1

3.1

P.A P.14

3.15

SF+1.070 Hs=300

SF+0.880 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300

SF+1.070 Hs=300 Elevator

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800 2@1800 2@1800

2@1800 2@1800

2@1800

2@1800

2@1800 2@1800 2@1800 2@1200

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800

2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800 2@1800

2@1800 2@1800

2@1800 2@1800 2@1800 2@1200

WASHING BAYIN&OUT

WASHING BAYIN&OUT

60m2MIXING STATION

60m260m2

FINISHED MATERIAL

60m2FINISHED MATERIAL

60m2FINISHED MATERIAL

7

7

77

8

94

1212

13

2

2OUT&IN

IN&OUT

2.1 TOWER CRANE UTILIZATION

10

Trang 11

2.1 TOWER CRANE UTILIZATION

Trang 12

2.1 TOWER CRANE UTILIZATION

Trang 13

2.1 TOWER CRANE UTILIZATION

Trang 14

2.1 TOWER CRANE UTILIZATION

Trang 15

2.2 HOIST UTILIZATION PLAN

Trang 16

- Mixing station: 67 m3 motar / day

* TIME: 8 Month ( May/ 2018 - Dec/ 2018 )

* Transport material: Manpower

Trang 17

2.3 PLACING PUMP ( 4 NOS )

Trang 18

2.3 PLACING PUMP ( 4 NOS )

Trang 19

2.3 PLACING PUMP ( 4 NOS )

Trang 20

2.4 CONCRETE MIXER & TROLLEY

Trang 22

3.1 PREPARE ALUMINUM

Trang 23

3.1 PREPARE ALUMINUM

Trang 24

3.1 PREPARE ALUMINUM

Trang 25

3.1 PREPARE ALUMINUM

Trang 26

3.1 PREPARE ALUMINUM

Trang 27

3.1 PREPARE ALUMINUM

Trang 28

3.2 SHOP DRAWING

Trang 29

3.2 SHOP DRAWING

Trang 30

3.2 SHOP DRAWING

Trang 31

3.2 SHOP DRAWING

Trang 32

3.3 CHECK ALFORM

Trang 33

3.4 INSTALLATION PROCESS

Trang 34

3.5 FORMWORK COLUMN &

WALL

Trang 35

3.5 FORMWORK COLUMN &

WALL

Trang 36

3.5 FORMWORK COLUMN &

WALL

Trang 37

3.6 FORMWORK BEAM & SLAB

Trang 38

3.6 FORMWORK BEAM & SLAB

Trang 39

3.7 FORMWORK STAIRS

Trang 40

3.7 FORMWORK STAIRS

Trang 41

3.7 FORMWORK STAIRS

Trang 42

3.8 REMOVAL OF

FORMWORK

Trang 43

3.8 REMOVAL OF FORMWORK

Trang 44

3.8 REMOVAL OF FORMWORK

Trang 45

3.8 REMOVAL OF FORMWORK

Trang 46

3.9 CLIMBING SCAFFOLDING

Trang 47

3.9 CLIMBING SCAFFOLDING

Trang 49

4.1 BRICK WORKS

Trang 50

4.1 BRICK WORKS

Trang 51

4.1 BRICK WORKS

Trang 52

4.2 PLASTERING WORK

Trang 53

4.3 TILING WORK

Trang 54

4.4 EXPOSED CEILING WORK

Trang 55

4.5 CONCEALED SUSPENDED CEILING

Trang 56

4.6 WATER PROOFING WORK

Trang 57

4.7 COMPLETED WORKS

Trang 58

4.7 COMPLETED WORKS

Trang 59

4.7 COMPLETED WORKS

Trang 60

4.7 COMPLETED WORKS

Trang 62

FFL -5350 SSL -5350

FFL -5850 SSL -5850

DB/2/CX

DB/PUMP/B2/3

DB/PUMP/B2/1 DB/PUMP/B2/2

DB/PUMP/B2/4

DB/PUMP/B2/5

Temporary electrical riser

L5 L5

L3 L4

Trang 63

2.A 2.B 2.C 2.D 2.E 2.F

3.2 3.3 3.4

3.5

3.6

3.7

3.9 3.10

3.C 3.C

3.E 3.E

3.F 3.F

3.H 3.H

3.I 3.I

P.O

P.O

P.P P.P

3.D 3.D

MCCB-1600A

DB/1/1 MCCB-630A

Temporary staircase lighting riser

Temporary staircase lighting riser

Temporary staircase lighting riser

DB/2/CX

GO DOWN BASEMENT

OWNER

Trang 64

3.6

3.7

3.9 3.10

3.E

3.E

3.F 3.F

3.H

3.H

3.I 3.I

Trang 65

FFL +12350

FFL +12400 FFL +12350

Trang 67

FFL -5850 SSL -5850

FFL -5850 SSL -5850

Trang 69

( SAI GON RIVER)

ĐỜN KH BIỆT TH

(FROMWORK STORE)

(FROMWORK STORE)

(FROMWORK STORE)

300m2

300m2

240m2 240m2

190m2 220m2

300m2

3.15 3.14 3.13

3.5

3.9

P.13

1.10 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2

P.P

P.P P.O

P.O

3.I 3.H 3.F 3.E

3.C 3.B

3.12 3.11 3.10

3.8 3.7 3.6

3.4 3.3 3.2

P.G P.F

2.F 2.E 2.D 2.C2.B2.A 2.G

P.B P.A

3.D 3.G

P.E P.C

Trang 72

CHINA STATE THANK YOU / 谢谢

METHOD STATEMENT FOR GENERAL PLAN

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