Bản vẽ shop drawing thép tường vây

Bản vẽ shop drawing thép tường vây tầng hầm dự án Sunwah Pearl 52 tầng

SHOP DRAWING FOR BEAM REBAR OF RETAINING WALL AT BASEMENT

SUNWAH PEARL PROJECT

CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY

CHINA CONSTRUCTION (S.E.A)

CORPORATION., Ltd

BAY WATER COMPANY., Ltd

CP-1

CP-1

CP-1

CP-1

CP-1 CP-1 CP-1 CP-1

CP-1

CP-1 CP-1

CP-1

CP-1 CP-1

CP-1 CP-1 CP-1

CP-2 CP-2 CP-2 CP-2

CP-2 CP-2 CP-2

CP-2 CP-2 CP-2 CP-2

CP-2 CP-2

CP-3

CP-2 CP-2

CP-2

CP-3 CP-3

CP-3 CP-3

CP-4

CP-1

Wh (300)

Wh (300)

CP-W3

CP-W2

CP-W2

CP-W4

CP-W5

CP-2 CP-2 CP-2

CP-W6 CP-W6a CP-2

2.G

3.15

3.A 3.B 3.C 3.E

3.F

3.D

P.O P.P

P.N

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1

CP-1

CP-1 CP-1

CP-1

CP-2 CP-2

CP-1 CP-1

CP-2 CP-1

CP-7

Wh (300)

Wh (300) CP-W10

CP-W7 CP-W7

CP-W7 CP-W7

CP-W7 CP-W7

CP-W7

CP-W8

CP-W8 CP-W9

CP-1 CP-1 CP-1

CP-2

CP-1

CP-W6 CP-2

CP-2 CP-2

CP-W6 CP-W6a CP-2

3.14 3.13 3.12

3.11

3.10

3.9

3.8

3.7 3.6 3.5

3.4

3.3

3.2

3.1

Wh (300)

Wh (300)

Wh (300)

Wh (300)

Wh (300)

Wh (300)

Wh (300)

Wh (300)

Wh (300)

P.O 3.B 3.C 3.E

3.A

3.D 3.F

8D25 1

water-stop

2

D12@150

4

D12@200

5

D10@1000x1000

Lean concrete

SECTION 1-1

A

B

C

D

E

E1

E2

E3

E4

E5

E6

E7

E8

E9

E10

E11

F

G

H

- FOR ROD BARS (AI, CI):

- FOR DEFORMED BARS (AII, CII ):

0

0

4D (6D)

6D: FOR THE OTHERS

TORSION LINK FOR EARTH-QUAKE

2.H

2.F

2.E

P.A

P.B

P.C

P.D

P.14

Wh (300)

Wh (300)

Rebar stars of retaining wall

2

-5.350 basement B2

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25

3 2

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25 -5.350

basement B2

3

3

2

Rebar stars of retaining wall

3 2

Stars rebar

Stars rebar

2.B

2.A

P.D

P.E

P.F

P.G

P.H

P.I

Wh (300)

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25 -5.350

basement B2

-5.350 basement B2

Rebar stars of retaining wall

3

3

3

2

Rebar stars of retaining wall

3 2

3.H 3.I

3.K

3.G

P.K

P.L

P.M

P.N

Wh (300)

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25 -5.350

basement B2

-5.350 basement B2

-5.350 basement B2

3

3

3 2

Rebar stars of retaining wall

3 2

8D

0

0

10 D

D

4D (6D)

6D: FOR THE OTHERS TORSION LINK

FOR EARTH-QUAKE

Rebar stars of retaining wall

2 3 1

8D25

P.O

P.P

Wh (300)

3.A 3.B

3.C 3.E

3.F

3.D

P.O

Wh (300)

Wh (300)

1.12D25

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25

1.3

2D25

1.4

2D25

1.1

2D25

1.2

2D25

-5.350 basement B2

Rebar stars of retaining wall

3

3 2

PO

8D

0

0

10 D

D

4D (6D)

TORSION LINK FOR EARTH-QUAKE

Wh (300)

3.6 3.5

3.4 3.3

3.2 3.1

Wh (300)

Wh (300)

1.1

2D25

1.2

2D25

1.4

2D25

1.3

2D25

Rebar stars of retaining wall

-5.350

basement B2

1.1

2D25

1.2

2D25

1.4

2D25

1.3

2D25

-5.350 basement B2

8D

0

0

10

D

D

4D (6D)

6D: FOR THE OTHERS

TORSION LINK FOR EARTH-QUAKE

3.12 3.11

3.10 3.9

3.8 3.7

Wh (300)

1.1

2D25

1.2

2D25

1.4

2D25

1.3

2D25

1.1

2D25

1.2

2D25

1.4

2D25

1.3

2D25

1.1

2D25

1.2

2D25

1.4

2D25

1.3

2D25

-5.350 basement B2

1.2

Rebar stars of retaining wall

Wh (300)

3.14 3.13

Wh (300)

1.1

2D25

1.2

2D25

1.4

2D25

1.3

2D25

1.1

2D25

1.2

2D25

1.4

2D25

1.3

2D25

1.1

2D25

1.2

2D25

1.4

2D25

1.3

2D25

-5.350

basement B2

-5.350 basement B2

Rebar stars of retaining wall -5.350

1

8D25 1

3.2 3.1

Wh (300)

Wh (300)

Wh (300)

P.2

8D25 1

Rebar stars of retaining wall

2

3

Rebar stars of retaining wall

8D25 1

8D25

1

water-stop

2

D12@150

4

D12@200

5

D10@1000x1000

Lean concrete

SECTION 1-1

8D

0

0

10 D

D

4D (6D)

TORSION LINK FOR EARTH-QUAKE

Wh (300)

Rebar stars of retaining wall

2

3

2

1.1

2D25

1.2

1.3

2D25

1.4

2D25

1.3

2D25

1.4

2D25

2D25

1.4

2D25

2D25

2 3

1.7

P.I

P.K

P.L

Wh (300)

2

1.12D25

1.12D25

1.1 2D25

1.2 2D25

1.3

1.22D25

1.3 2D25

1.4 2D25

1.22D25

1.32D25

1.42D25

Rebar stars of retaining wall

1.1

1.3 2D25 1.4 2D25 2D25

1.32D25 1.42D25

1.2 2D25 1.1 2D25

1.32D25 1.42D25

1.2 2D25 1.1 2D25

1.32D25 1.42D25

1.2 2D25 1.1 2D25

1.32D25 1.42D25

1.2 2D25 1.1 2D25 2

3

2 3 Rebar stars of retaining wall

Rebar stars of retaining wall PE

PF

PG

PH

PI

PK

1.10

P.I

P.K

P.L

P.M

Wh (300)

Wh (300)

1.12D25

1.12D25

1.1

1.22D25

1.32D25

1.42D25

1.22D25

1.32D25

1.42D25

1.3

2D25

1.4

2D25

1.2

2D25

1.1

2D25

1.3 2D25

1.4 2D25

1.2 2D25 1.1 2D25

1.3 2D25

1.4 2D25

1.2 2D25 1.1 2D25

1.3 2D25

1.4 2D25

1.2 2D25 1.1 2D25

1.3 2D25 1.4 2D25

1.2 2D25 1.1 2D25

2

2

2

Rebar stars of retaining wall

Rebar stars of retaining wall

Rebar stars of retaining wall

PG

PH

PI

PM

PN

8D

10

D

Wh (300)

Wh (300)

Wh (300)

3.D

3.E

3.F

1.12D25

1.22D25 1.22D25

1.42D25 1.32D25

1.32D25

1.42D25

1.22D25

1.32D25

1.42D25

2D25

1.3

2D25

1.4

2D25

1.3

2D25

1.2

2D25

1.1

2D25

1.3 2D25 1.4

2D25

1.2 2D25 1.1 2D25

1.3 2D25 1.4

2D25

1.2 2D25 1.1 2D25

1.3 2D25 1.4

2D25

1.2 2D25 1.1 2D25

2 3

2 3 2

3 Rebar stars of retaining wall

Rebar stars of retaining wall

Rebar stars of retaining wall

PM

PN

Wh (300)

Wh (300)

P.2

Wh (300)

Rebar stars of retaining wall

2

3

1F 1E 1D

1C 1B

1A

P2

2 3

2 3

1.E 1.F 2.1 2.2

Wh (300)

P6 P5

P4 P3

1F

1E

2 3

2 3

2.2

P.6

Wh (300)

P10 P9

P8 P7

P6

2 3

2 3

2 3

2.6 2.7 2.8 2.9

Wh (300)

P14 P13

P12 P11

P10

2D25

2D25

2 3

2 3