Bản vẽ shop thép dầm sàn cột vách dự án Sunwah Pearl

Bản vẽ thi công chi tiết thép dầm sàn cột vách công trình phụ trợ dự án Sunwah Pearl

SUNWAH PEARL PROJECT

CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY

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BAY WATER COMPANY., Ltd

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SHOP DRAWING FOR BEAM, SLAB REBAR AT GROUND, LEVEL 1

COLUMN REBAR FROM GROUND TO ROOF -BOH

5

6

F E

SF+0.550 HS=300

D10@200 T1 L1 +0.000

B2a L2 9D20

B1 9D20

D10@200 T1 L1 +0.000

L2

SECTION 2-2 SECTION 1-1

4D25 T1

4D25 B1

D10@200 L1

+1.300

2D12

L2 D8@400

S

2D12 S

4D25 T1

4D25 B1

D10@100 L1

+1.300

2D12

L2 D8@400

S

2D12 S

4D25 T1

4D25 B1

D10@100 L1b

+1.300

V2

2D16 V2

D10@100 L1a

2D16

OPENING 1000x600

T1 L1 +0.950

2D12

L2 D8@400

S

SECTION 1-1

3D28

B1 3D25

D10@100 T1 L1 +0.950

2D12

L2 D8@400 S

3D25

B1 3D25

D10@100

3D25 T1

3D25

T1

B1

L1a D10@100

L1a

+0.550 +0.550

L2 D8@400 L2

B1 3D25

L1

+0.550 +0.550

L2 D8@400 L2

A B C D

1

2 3

4

5

6

F E

A B C D

1

2 3

4

5

6

F E

A B C D

1

2 3

4

5

6

F E

A B C D

1

2 3

4

5

6

F E

A B C D

1

2 3

4

5

6

F E

- EXCEPTING THE INDICATED NOTES

- THE STRUCTURAL ELEMENT PARAMETERS:

- Beam dimension [width (mm)xheight(mm)]: (Show on layout)

- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS

- Lneo=40D: Length of rebar anchorage and lap

Scale: 1 : 100

- Slap thickness (mm): Hs=300; Level: +0.600m

- Slap thickness (mm): Hs=300; Level: +1.300m

- Slap thickness (mm): Hs=200; Level: +0.950m

4

5

6

F E

SF+0.600 HS=300

SF+0.950 HS=200

B1F-4a

TL:1/20(L=4.2m; SL=01)(TOISON LINK REBAR)

C-2a/(250x500)

C-2a/(250x500)

C-2a/(250x500)

C-2a/(250x500)

+1.300 +1.300 +1.300 +1.300

4D20

B1 4D20

D10@150 T1

L1 +1.300

SECTION 1-1

4D20

B1 4D20

D10@150 T1

L1 +1.300

SECTION 1-1

4D20

B1 4D20 D10@150 T1

L1 +1.300

SECTION 1-1

3D25

B1 3D25 D10@100 T1

L1 +1.300

SECTION 1-1

3D20

B1 3D20

D10@200

3D20 T1

3D20

T1

B1

L1 D10@100

L1

+1.300 +1.300

2D12 S L2 D8@400

2D12 S L2 D8@400

SECTION 2-2 SECTION 1-1

+0.600

3D25

B1 3D28

D10@100

3D25 T1

3D28 T1

B1

L1

D10@100 L1

2D16 S L2 D8@400

T2A

(Add T2a (3D28, L=4300) at supports F )

2D16 S

2D16 S L2 D8@400 2D16 S

SECTION 1-1

SECTION 2-2

4D25

B1 4D25

D10@100 T1

L1

B1 4D25 D10@100 T1

2D16 S L2 D8@400 2D16 S

SECTION 1-1

SECTION 2-2

3D20

B1 3D20

D10@200

3D20 T1

3D20

T1

B1

L1 D10@100

L1

+0.600 +0.600

2D12 S L2 D8@400

2D12 S L2 D8@400

- EXCEPTING THE INDICATED NOTES

- THE STRUCTURAL ELEMENT PARAMETERS:

- Beam dimension [width (mm)xheight(mm)]: (Show on layout)

- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS

- Lneo=40D: Length of rebar anchorage and lap

- Slap thickness (mm): Hs=300; Level: +0.600m

- Slap thickness (mm): Hs=300; Level: +1.300m

- Slap thickness (mm): Hs=200; Level: +0.950m

1

2 3

4

5

6

F E

A2

B2

2 2

LEVEL 1 SLAB REBAR LAYOUT PLAN IN BOTTOM "X"

+0.550 4D20 T1

- EXCEPTING THE INDICATED NOTES

- THE STRUCTURAL ELEMENT PARAMETERS:

- Beam dimension [width (mm)xheight(mm)]: (Show on layout)

- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS

- Lneo=40D: Length of rebar anchorage and lap

- Slap thickness (mm): Hs=300; Level: +0.600m

- Slap thickness (mm): Hs=300; Level: +1.300m

- Slap thickness (mm): Hs=200; Level: +0.950m

2 2

A2

B2

- EXCEPTING THE INDICATED NOTES

- THE STRUCTURAL ELEMENT PARAMETERS:

- Beam dimension [width (mm)xheight(mm)]: (Show on layout)

- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS

- Lneo=40D: Length of rebar anchorage and lap

- Slap thickness (mm): Hs=300; Level: +0.600m

- Slap thickness (mm): Hs=300; Level: +1.300m

- Slap thickness (mm): Hs=200; Level: +0.950m

A2

B2

2 2

- EXCEPTING THE INDICATED NOTES

- THE STRUCTURAL ELEMENT PARAMETERS:

- Beam dimension [width (mm)xheight(mm)]: (Show on layout)

- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS

- Lneo=40D: Length of rebar anchorage and lap

- Slap thickness (mm): Hs=300; Level: +0.600m

- Slap thickness (mm): Hs=300; Level: +1.300m

- Slap thickness (mm): Hs=200; Level: +0.950m

2 2

1

2 3

4

5

6

F E

A2

B2

- EXCEPTING THE INDICATED NOTES

- THE STRUCTURAL ELEMENT PARAMETERS:

- Beam dimension [width (mm)xheight(mm)]: (Show on layout)

- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS

- Lneo=40D: Length of rebar anchorage and lap

- Slap thickness (mm): Hs=300; Level: +0.600m

- Slap thickness (mm): Hs=300; Level: +1.300m

- Slap thickness (mm): Hs=200; Level: +0.950m

1

2 3

4

5

6

F E

A2

B2

- EXCEPTING THE INDICATED NOTES

- THE STRUCTURAL ELEMENT PARAMETERS:

- Beam dimension [width (mm)xheight(mm)]: (Show on layout)

- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS

- Lneo=40D: Length of rebar anchorage and lap

- Slap thickness (mm): Hs=300; Level: +0.600m

- Slap thickness (mm): Hs=300; Level: +1.300m

- Slap thickness (mm): Hs=200; Level: +0.950m

1

2 3

4

5

6

F E

A2

B2

5

6

F E

SF+0.550 HS=300

- EXCEPTING THE INDICATED NOTES

- THE STRUCTURAL ELEMENT PARAMETERS:

- Beam dimension [width (mm)xheight(mm)]: (Show on layout)

- THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS

- Lneo=40D: Length of rebar anchorage and lap

Scale: 1 : 100

- Slap thickness (mm): Hs=300; Level: +0.600m

- Slap thickness (mm): Hs=300; Level: +1.300m

- Slap thickness (mm): Hs=200; Level: +0.950m

4

5

6

F E

A2

B2

SF+1.300 HS=300

SF+0.600 HS=300

SF+0.950 HS=200

1

L1 D10

L2 D10

10D20

1 L1 D10

1

L1 D10

L2 D10

10D20

1 L1 D10

1

L1 D10

L2 D10

8D20 1

L1 D10

s ử a l ạ i đ ai 200x450

8D20 1

L1 D10

L1 D10 6D20 1

s ử a l ạ i đ ai 200x450

6D20 1

L1 D10 6D20 1

6D20 1

L1 D10 6D20 1

6D20 1